Reservoir wave wall device based on coexistence of ultrahigh strength and excellent durability and construction method

Abstract

The invention discloses a reservoir wave wall device based on coexistence of ultrahigh strength and excellent durability and a construction method. The second filling body (4) is used as a lower body part of the reservoir wave wall, the wall formwork (3) is arranged on the second filling body (4), the first filling body (2) is used as an upper body part of the reservoir wave wall, the cover formwork (1) is arranged between the wall formwork (3) and the first filling body (2), and the reservoir wave wall is formed through the second filling body (4) and the first filling body (2). Through the wall formwork shell (3) and the cover formwork shell (1), core body wrapping of the second filling body (4) and the first filling body (2) is achieved, the reservoir wave wall is in the composite state of the concrete inner core body and the ultra-high performance concrete UHPC containing shell, and the technical problem that most wave walls are made of reinforcing steel bars and concrete as main materials is solved; therefore, the strength and durability of the reservoir wave wall device are improved.

Description

Technical Field

[0001] The present invention relates to a reservoir wave-breaking wall device and a construction method, and in particular to a reservoir wave-breaking wall device and a construction method based on the coexistence of ultra-high strength and excellent durability. Background Art

[0002] Wave-breaking walls are walls set up at the front edge of the dam crest to prevent waves from overturning the dam crest. They are mostly used in reservoirs, rivers, and dams to prevent waves, floods, and water. Therefore, reservoir wave-breaking wall devices are an important hydraulic component. Among the existing reservoir wave-breaking wall devices, there is no reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability. Most existing wave-breaking walls are mainly made of steel bars and concrete and cast with formwork. They are limited by the performance of concrete mortar, which affects the strength and durability of the reservoir wave-breaking wall device. The present invention uses the technical feature of making the reservoir wave-breaking wall in a composite state of a concrete inner core and an ultra-high performance concrete (UHPC) containing shell to effectively explore and study the technical problem that most wave-breaking walls are made of steel bars and concrete as the main materials. Summary of the Invention

[0003] The object of the present invention is a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability. The object of the present invention is a construction method for a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability.

[0004] In order to overcome the above technical shortcomings, the purpose of the present invention is to provide a reservoir wave-breaking wall device and construction method based on the coexistence of ultra-high strength and excellent durability, thereby improving the strength and durability of the reservoir wave-breaking wall device.

[0005] In order to achieve the above-mentioned purpose, the technical solution adopted by the present invention is: a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability, comprising a second filling body used as the lower body of the reservoir wave-breaking wall, a wall formwork arranged on the second filling body, a first filling body used as the upper body of the reservoir wave-breaking wall, and a cover formwork arranged between the wall formwork and the first filling body.

[0006] Due to the design of the second filling body, wall formwork, first filling body and cover formwork, the reservoir wave-breaking wall is composed of the second filling body and the first filling body, and the core body is wrapped by the wall formwork and the cover formwork, so that the reservoir wave-breaking wall is in a composite state of the concrete inner core and the ultra-high performance concrete UHPC containing shell, which solves the technical problem that most wave-breaking walls are mainly made of steel bars and concrete, thereby improving the strength and durability of the reservoir wave-breaking wall device.

[0007] The present invention designs to connect the second filling body, the wall formwork, the first filling body and the cover formwork to each other in such a way that the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete (UHPC) containing shell.

[0008] The present invention provides for connecting the wall formwork and the cover formwork to the second filling body and the first filling body in such a manner as to enclose the core body.

[0009] The technical effects of the above three technical solutions are: realizing the wrapping of ultra-high performance concrete UHPC wall on the surface of the reservoir wave-breaking wall, and realizing the adaptation of the ultra-high performance concrete UHPC wall to the reservoir environment.

[0010] The present invention is designed to further include a first accessory device, and the first accessory device is arranged in the second filling body, and the first accessory device is arranged as a skeleton.

[0011] The present invention is designed to further include a second accessory device, and the second accessory device is arranged between the second filling body and the first accessory device, and the second accessory device is arranged as a geogrid mesh.

[0012] The technical effects of the above two technical solutions are: realizing the integrated installation of other components, and expanding the technical effects of the present invention.

[0013] The present invention provides a cover formwork on the wall formwork, a first filling body is arranged in the cover formwork and a second filling body is arranged in the wall formwork, a frame is arranged in the second filling body and a geogrid is arranged between the frame and the second filling body.

[0014] The technical effect of the above technical solution is that the cover formwork, the first filling body, the wall formwork, the second filling body, the skeleton and the geogrid mesh constitute the basic technical solution of the present invention, solving the technical problem of the present invention.

[0015] The present invention is designed to provide a leakage hole body I on one edge of the upper end surface of the cover formwork and a leakage hole body II on the other edge of the upper end surface of the cover formwork, the cover formwork is configured to be accommodatingly connected to the first filling body and the lower end surface of the cover formwork is configured to be accommodatingly connected to the wall formwork.

[0016] The present invention is designed such that the cover formwork is configured as a cylindrical body having a cylindrical wall solidified from ultra-high performance concrete (UHPC) and a U-shaped groove on the lower end face, and the U-shaped groove on the lower end face of the cover formwork is configured to be connected to the wall formwork, the leakage hole body I and the leakage hole body II are respectively configured to be in a hole state, and the leakage hole body I and the leakage hole body II are respectively configured to be spaced and distributed along the longitudinal center line of the cover formwork.

[0017] The present invention designs that the first filling body is set as a solidified body of self-compacting concrete or micro-expansive concrete corresponding to the cover formwork cylinder cavity and the first filling body is set to be embedded in the cover formwork, and the peripheral side of the first filling body is set to be in contact with the cover formwork.

[0018] The technical effects of the above three technical solutions are: realizing the upper setting of the composite cover of the reservoir wave-breaking wall.

[0019] The present invention is designed to provide a leakage hole body III on one edge of the upper end face of the wall formwork and a leakage hole body IV on the other edge of the upper end face of the wall formwork, provide a receiving groove body in the middle of the upper end face of the formwork and the upper end of the wall formwork is configured to be embedded in the cover formwork, the upper end face of the wall formwork and the upper ends of the left and right side surfaces of the wall formwork are respectively configured to be contact-connected with the cover formwork, and the wall formwork is respectively configured to be accommodated in connection with the second filling body, the skeleton and the geogrid mesh.

[0020] The present invention is designed to configure a wall formwork to be a cylindrical wall solidified from ultra-high performance concrete (UHPC), having an L-shaped left side wall, a U-shaped right side wall and upper wall, and a trough-shaped body with an open lower end, and the leakage hole body III and the leakage hole body IV are respectively configured as hole states, the leakage hole body III and the leakage hole body IV are respectively configured to be spaced and distributed along the longitudinal center line of the cover formwork, and the accommodating trough body is configured as a U-shaped trough-shaped body.

[0021] The present invention is designed that the second filling body is set as a solidifying body of self-compacting concrete or micro-expanding concrete corresponding to the wall formwork cavity and the second filling body is set to be embedded in the wall formwork, the upper end face and left and right side faces of the second filling body are set to be contact-type connected with the cover formwork, the second filling body is respectively set to be accommodated in connection with the skeleton and the geogrid mesh and the lower end face of the second filling body is set to be connected with the foundation of the reservoir wave-breaking wall.

[0022] The technical effects of the above three technical solutions are: realizing the lower part setting of the composite wall of the reservoir wave-breaking wall.

[0023] The present invention is designed in such a way that the skeleton is configured as a ladder-shaped frame and the outer side surface of the vertical portion of the skeleton is configured to be contact-connected with the geogrid mesh, the vertical portion of the skeleton is configured to be tied to the geogrid mesh through iron wire and the skeleton is configured to be embedded-connected with the second filling body, and the lower end of the vertical portion of the skeleton is configured to be plug-in-connected with the foundation of the reservoir wave-breaking wall.

[0024] The technical effect of the above technical solution is that it realizes the reinforcement support for the second filling body.

[0025] The present invention is designed to configure the geogrid mesh as a fiberglass grid strip and the geogrid mesh as a hanging connection to the skeleton, configure the geogrid mesh as a binding connection to the skeleton through iron wire and the geogrid mesh as an embedded connection to the second filling body, configure the geogrid mesh to extend and distribute along the wave-breaking wall of the reservoir and configure the ends of two adjacent geogrid meshes to be butt-connected.

[0026] The technical effect of the above technical solution is to achieve continuous mesh reinforcement support for the reservoir wave-breaking wall.

[0027] The present invention designs that the cover formwork, wall formwork, first filling body and second filling body are arranged to be distributed in the manner of mold casting, and the cover formwork, wall formwork, first filling body and second filling body, skeleton and geogrid mesh are arranged to be distributed in the manner of built-in frame.

[0028] The present invention is designed that the cover mold shell is configured to include an upper plate portion I, a lower plate portion, an intermediate plate portion, a vertical plate portion I, a side plate portion II and a block portion, and one edge of the upper end face of the upper plate portion I is provided with a leak body I, another edge of the upper end face of the upper plate portion I is provided with a leak body II, and the middle of the lower end face of the upper plate portion I is configured to be connected to the upper end face of the intermediate plate portion, the middle of the upper end face of the upper horizontal portion of the lower plate portion is configured to be connected to the lower end face of the intermediate plate portion, and the middle of the outer end face of the vertical portion of the lower plate portion is provided with a leak body It is arranged to be connected to the inner end main of the vertical plate part I, the middle of the inner end face of the side plate part II is arranged to be connected to the inner end face of the block part and the two adjacent vertical plate parts I are arranged to be clamped and connected to the block part, the front and rear side faces of the block part are arranged to be contacted with the inner side face of the vertical plate part I and the upper end face of the side plate part II is arranged to be contacted with the edge of the lower end face of the upper plate part I, the lower end of the inner end face of the side plate part II is arranged to be contacted with the lower transverse end face of the lower plate part, and the lower plate part is arranged to be connected to the wall formwork in an accommodating manner.

[0029] The present invention is designed that the upper plate portion I, the middle plate portion, the vertical plate portion I and the side plate portion II are respectively set as flat sheet bodies and the lower plate portion is set as a sheet body with a square wave pulse shape, the block portion is set as a seat body and the vertical plate portion I is set as spaced apart and distributed along the longitudinal center line of the lower plate portion, and the block portion is set as spaced apart and distributed along the longitudinal center line of the side plate portion II.

[0030] The technical effect of the above two technical solutions is that the cover mold shell can be divided into separate mold bodies.

[0031] The present invention is designed that the wall formwork is configured to include side panel portion III, side panel portion IV, column portion I, vertical panel portion II, column portion II, vertical panel portion III, side panel portion I, upper panel portion II, column portion III, vertical panel portion IV, column portion IV and vertical panel portion V305, and a leakage hole body III is provided on the upper end face of the horizontal portion of side panel portion IV, a leakage hole body IV is provided on the outer upper horizontal portion of upper panel portion II, and a receiving groove body is provided between the vertical portion of side panel portion IV and the outer upper horizontal portion of upper panel portion II, the upper end head of the upper vertical portion of side panel portion III is configured to be connected to the outer edge of the lower end face of the horizontal portion of side panel portion IV, and the inner edge of the lower end face of the horizontal portion of side panel portion IV is configured to be connected to the upper end face of column portion I, vertical panel portion II is provided between side panel portion III and column portion I, and one of the side faces of vertical panel portion II is configured to be connected to The inner side surface of the upper vertical portion of the side plate portion III is connected, and another side surface of the vertical plate portion II is configured to be connected to the inner end of the peripheral side surface of the column portion I and the lower end surface of the oblique horizontal portion of the side plate portion III is configured to be connected to the upper end surface of the column portion II, the vertical plate portion III is arranged between the vertical plate portion III and the column portion II, and one side surface of the vertical plate portion III is configured to be connected to the inner side surface of the lower vertical portion of the side plate portion III, and another side surface of the vertical plate portion III is configured to be connected to the inner end of the peripheral side surface of the column portion II and the outer upper horizontal end surface of the upper plate portion II is configured to be connected to the upper end surface of the side plate portion I, the outer upper horizontal lower end surface of the upper plate portion II is configured to be connected to the upper end surface of the column portion III and the vertical plate portion IV is arranged between the side plate portion I and the column portion III, and one side surface of the vertical plate portion IV is configured to be connected The side panels are arranged to be connected to the inner side surface of the side panel portion I and the other side surface of the vertical panel portion IV is arranged to be connected to the inner end of the peripheral side surface of the column portion III, the lower oblique portion of the inner side surface of the side panel portion I is arranged to be connected to the upper end surface of the column portion IV and the vertical panel portion V is arranged between the side panel portion I and the column portion IV, one side surface of the vertical panel portion V is arranged to be connected to the lower oblique portion of the inner side surface of the side panel portion I and the other side surface of the vertical panel portion V is arranged to be connected to the inner end of the peripheral side surface of the column portion IV, the vertical end surface of the side panel portion IV is arranged to be connected to the inner lower horizontal end surface of the upper panel portion II, the side panel portion III, the side panel portion IV, the side panel portion I and the upper panel portion II are arranged to be sunken in connection with the cover mold shell, and the outer upper end of the upper vertical portion of the side panel portion III and the outer upper end of the side panel portion I are arranged to be connected to the cover mold shell. Touch connection, side plate part III, side plate part IV, side plate part I and upper plate part II are respectively arranged to be accommodatingly connected to the second filling body and the inner side surface of side plate part III, the inner side surface of side plate part IV, the inner side surface of side plate part I and the lower end surface of upper plate part II are respectively arranged to be contact-connected to the second filling body, the outer end of the peripheral side surface of column part I, the outer end of the peripheral side surface of column part II, the outer end of the peripheral side surface of column part III and the outer end of the peripheral side surface of column part IV are respectively arranged to be contact-connected to the geogrid mesh and column part I, column part II, column part III and column part IV are respectively arranged to be tied to the geogrid mesh through wire, the lower end head of column part I, the lower end head of column part II, the lower end head of column part III and the lower end head of column part IV are respectively arranged to be plug-in connected to the foundation of the reservoir wave-breaking wall.

[0032] The present invention is designed that the side plate portion III and the upper plate portion II are respectively set as Z-shaped sheet bodies and the side plate portion IV is set as an L-shaped sheet body, the side plate portion I is set as a trapezoidal waveform sheet body and the column portion I, column portion II, column portion III and column portion IV are respectively set as rod-shaped bodies, and the vertical plate portion II, vertical plate portion III, vertical plate portion IV and vertical plate portion V are respectively set as sheet bodies.

[0033] The technical effect of the above two technical solutions is that the wall formwork can be divided into separate mold bodies.

[0034] The present invention designs a construction method for a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability, the steps of which are: the reservoir wave-breaking wall is composed of a second filling body and a first filling body, and the second filling body and the first filling body are wrapped with a core body by a wall formwork and a cover formwork, so that the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete UHPC containing shell.

[0035] The technical effect of the above technical solution is: highlighting the technical feature of making the reservoir wave-breaking wall in a composite state of the concrete inner core and the ultra-high performance concrete UHPC shell, and introducing the application in the technical field of the construction method of the reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability.

[0036] The present invention is designed, and its steps are: preparing a cover formwork casting core body corresponding to the cover formwork, forming a casting mold of the cover formwork through the cover formwork casting core body, injecting ultra-high performance concrete UHPC into the casting mold of the cover formwork, obtaining the cover formwork by a casting method, preparing a wall formwork casting core body corresponding to the wall formwork, forming a casting mold of the wall formwork through the wall formwork casting core body, injecting ultra-high performance concrete UHPC into the casting mold of the wall formwork, obtaining the wall formwork by a casting method, when constructing the reservoir wave-breaking wall device, The installation position of the reservoir wave-breaking wall device is marked on the foundation, and holes are drilled on the reservoir wave-breaking wall foundation at the marked position according to the installation position of the frame to obtain an installation hole body, and the lower end of the vertical part of the frame is inserted into the installation hole body, and the geogrid mesh is placed on the outer surface of the vertical part of the frame, and the geogrid mesh is tied to the vertical part of the frame by wire, and the wall formwork is buckled on the frame and the geogrid mesh, and the lower end of the wall formwork is placed on the foundation of the reservoir wave-breaking wall, and a plugging plate is installed on the port of the wall formwork. The second filling body is composed of the wall formwork, the reservoir wave-breaking wall foundation and the port plugging plate. Casting cavity, pour the self-compacting concrete or micro-expansive concrete into the second filling body casting cavity through the leakage hole body III, the air in the second filling body casting cavity is released through the leakage hole body IV, wait until the self-compacting concrete or micro-expansive concrete is full in the second filling body casting cavity, smooth the self-compacting concrete or micro-expansive concrete on the leakage hole body III and the leakage hole body IV, wait until the self-compacting concrete or micro-expansive concrete in the second filling body casting cavity solidifies, put the power cable and signal cable into the receiving trough, and put the cover formwork on the wall formwork On the end face, the U-shaped groove body of the lower end face of the cover formwork is installed on the upper end head of the wall formwork, and a blocking plate is installed on the port of the cover formwork. The cover formwork and the port blocking plate form a first filling body casting cavity, and the self-compacting concrete or micro-expansive concrete is poured into the first filling body casting cavity through the leakage hole body I. The air in the first filling body casting cavity is released through the leakage hole body II. When the self-compacting concrete or micro-expansive concrete is in a full state in the first filling body casting cavity, the self-compacting concrete or micro-expansive concrete on the leakage hole body I and the leakage hole body II is smoothed.

[0037] The technical effect of the above technical solution is that it realizes the construction operation of the reservoir wave-breaking wall device on the cover formwork and the wall formwork in the integral casting mold state.

[0038] The present invention is designed to have the following steps: preparing a cover formwork intermediate body casting core corresponding to the cover formwork intermediate body connected to the upper plate part I, the lower plate part, the middle plate part and the vertical plate part I; forming a casting mold of the cover formwork intermediate body through the cover formwork intermediate body casting core; injecting ultra-high performance concrete (UHPC) into the casting mold of the cover formwork intermediate body; obtaining the cover formwork intermediate body by a casting method; preparing a cover formwork outer body casting core corresponding to the cover formwork outer body connected to the side plate part II and the block part; forming a casting mold of the cover formwork outer body through the cover formwork outer body casting core; injecting ultra-high performance concrete (UHPC) into the casting mold of the cover formwork outer body; The outer body of the cover formwork is obtained by a casting method. When the reservoir wave-breaking wall device is constructed, the lower end face of the lower plate part is installed on the upper end head of the wall formwork, and the block part is installed between the two adjacent vertical plate parts I, so that the upper end face of the side plate part II is connected to the edge of the lower end face of the upper plate part I, and the lower end of the inner end face of the side plate part II is connected to the lower horizontal end face of the lower plate part. The side plate part II located on both sides of the upper plate part I and the lower plate part is clamped and fixed with a spring clamp, so that the side plate part II is installed between the upper plate part I and the lower plate part, and plugging plates are installed on the ports of the upper plate part I, the lower plate part and the side plate part II. The first filling body casting cavity is composed of the upper plate part I, the lower plate part, the side plate part II and the port plugging plate.

[0039] The technical effect of the above technical solution is that it realizes the construction operation of the reservoir wave-breaking wall device on the cover mold shell in the split casting mold state.

[0040] The present invention is designed, and its steps are: preparing a left side body casting core of the wall formwork corresponding to the left side body of the wall formwork connected to the side plate part III, the side plate part IV, the column part I, the vertical plate part II, the column part II and the vertical plate part III, performing a casting mold forming of the left side body of the wall formwork through the left side body casting core of the wall formwork, injecting ultra-high performance concrete UHPC into the casting mold of the left side body of the wall formwork, and obtaining the left side body of the wall formwork by a casting method, preparing a right side body casting core of the wall formwork corresponding to the right side body of the wall formwork connected to the side plate part I, the upper plate part II, the column part III, the vertical plate part IV, the column part IV and the vertical plate part V305, performing a casting mold forming of the right side body of the wall formwork through the right side body casting core of the wall formwork, injecting ultra-high performance concrete UHPC into the casting mold of the right side body of the wall formwork, and obtaining the right side body of the wall formwork by a casting method, and placing geogrid meshes on the outer ends of the peripheral sides of the column part I respectively. , the outer ends of the peripheral sides of column part II, column part III and column part IV are tied together with the geogrid mesh with iron wire respectively. When constructing the reservoir wave-breaking wall device, holes are drilled on the foundation of the reservoir wave-breaking wall at the marked position according to the installation positions of column part I, column part II, column part III and column part IV to obtain the installation hole body, and the lower end of column part I, the lower end of column part II, column part III and column part IV are tied together with the geogrid mesh with iron wire respectively. The lower end of part III and the lower end of column part IV are inserted into the installation hole body, and the lower vertical part of side plate part III and the lower end face of side plate part I are placed on the foundation of the reservoir wave-breaking wall, so that the vertical end face of side plate part IV is connected with the inner lower horizontal end face of upper plate part II, and plugging plates are installed on the ports of side plate part III, side plate part IV, side plate part I and upper plate part II. The second filling body casting cavity is composed of side plate part III, side plate part IV, side plate part I, upper plate part II, reservoir wave-breaking wall foundation and port plugging plates.

[0041] The technical effect of the above technical solution is that it realizes the construction operation of the reservoir wave-breaking wall device when the wall formwork is in the split casting mold state.

[0042] In the present technical solution, the cover formwork, the first filling body, the wall formwork and the second filling body are basic components and are also the necessary technical features of the present invention. The skeleton and the geogrid mesh are functional components and are the features for realizing other technical effects of the present invention. The design of the technical features including the leakage hole body I, the leakage hole body II, the leakage hole body III, the leakage hole body IV, the accommodating trough body, the upper plate part I, the lower plate part, the middle plate part, the vertical plate part I, the side plate part II, the block part, the side plate part III, the side plate part IV, the column part I, the vertical plate part II, the column part II, the vertical plate part III, the side plate part I, the upper plate part II, the column part III, the vertical plate part IV, the column part IV and the vertical plate part V are technical features that comply with the Patent Law and its implementing rules.

[0043] In this technical solution, the ultra-high performance concrete (UHPC) containing shell of the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete (UHPC) containing shell, which is realized by a wall formwork and a cover formwork.

[0044] In this technical solution, the second filling body, wall formwork, first filling body and cover formwork that make the reservoir wave-breaking wall in a composite state of the concrete inner core and the ultra-high performance concrete UHPC container shell are important technical features. In the technical field of reservoir wave-breaking wall devices and construction methods based on the coexistence of ultra-high strength and excellent durability, it has novelty, creativity and practicality. The terms in this technical solution can be explained and understood using the patent literature in this technical field. BRIEF DESCRIPTION OF THE DRAWINGS

[0045] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0046] Figure 1 This is a schematic diagram of a first embodiment of a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability of the present invention. Figure 2 This is a schematic diagram of the third embodiment of the first embodiment of a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability of the present invention. Figure 3 This is a schematic diagram of the fourth embodiment of the first embodiment of a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability of the present invention. Cover formwork-1, first filling body-2, wall formwork-3, second filling body-4, skeleton-5, geogrid mesh-6, leakage hole body I-11, leakage hole body II-12, leakage hole body III-31, leakage hole body IV-32, accommodating trough body-33, upper plate part I-13, lower plate part-14, middle plate part-15, vertical plate part I-16, side plate part II-17, block part-18, side plate part III-34, side plate part IV-35, column part I-36, vertical plate part II-302, column part II-37, vertical plate part III-303, side plate part I-38, upper plate part II-39, column part III-30, vertical plate part IV-304, column part IV-301, vertical plate part V-305. DETAILED DESCRIPTION

[0047] According to the Examination Guidelines, terms such as “having”, “including” and “comprising” used in the present invention should be understood as not dispensing with the existence or addition of one or more other elements or their combinations.

[0048] In the description of the present invention, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings and are intended solely to facilitate and simplify the description of the present invention. They are not intended to indicate or imply that the devices or components referred to must have, be constructed, or operate in a specific orientation, and therefore should not be construed as limitations on the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0049] In the description of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" should be understood in a broad sense. For example, they may refer to fixed, detachable, or integral connections; mechanical or electrical connections; direct or indirect connections through an intermediate medium; and internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on the specific circumstances.

[0050] In addition, the technical features involved in the different embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other. In addition, unless otherwise specified, the equipment and materials used in the following examples are commercially available. If the processing conditions are not clearly stated, please make improvements according to conventional methods in the art.

[0051] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0052] A reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability. Figure 1 This is one of the first embodiments of the present invention, and this embodiment is specifically described in conjunction with the accompanying drawings. It includes a cover formwork 1, a first filling body 2, a wall formwork 3, a second filling body 4, a skeleton 5 and a geogrid mesh 6, and the cover formwork 1 is arranged on the wall formwork 3, the first filling body 2 is arranged in the cover formwork 1, and the second filling body 4 is arranged in the wall formwork 3, the skeleton 5 is arranged in the second filling body 4, and the geogrid mesh 6 is arranged between the skeleton 5 and the second filling body 4.

[0053] The second embodiment of the present invention is described in detail with reference to the accompanying drawings. In this embodiment, a leakage hole body I11 is provided on one edge of the upper end face of the cover formwork 1 and a leakage hole body II12 is provided on the other edge of the upper end face of the cover formwork 1. The cover formwork 1 is configured to be accommodatingly connected to the first filling body 2 and the lower end face of the cover formwork 1 is configured to be accommodatingly connected to the wall formwork 3.

[0054] The cover formwork 1 forms a supporting connection point for the first filling body 2 and the wall formwork 3. The cover formwork 1 realizes connection with the first filling body 2 and the wall formwork 3. The leakage hole body I11 realizes the injection processing of the raw materials of the first filling body 2, and the leakage hole body II12 realizes the discharge processing of the air of the cover formwork 1. Its technical purpose is to be used as a component for sealing the wall formwork 3.

[0055] In this embodiment, the cover formwork 1 is configured as a cylindrical body with a cylindrical wall solidified by ultra-high performance concrete UHPC and a U-shaped groove body at the lower end face, and the U-shaped groove body at the lower end face of the cover formwork 1 is configured to be connected to the wall formwork 3, and the leakage hole body I11 and the leakage hole body II12 are respectively configured to be in a hole state, and the leakage hole body I11 and the leakage hole body II12 are respectively configured to be arranged and distributed at intervals along the longitudinal center line of the cover formwork 1.

[0056] Its technical purpose is to serve as a mold for on-site casting of the first filling body 2 .

[0057] In this embodiment, the first filling body 2 is set as a solidified body of self-compacting concrete or micro-expanding concrete corresponding to the cylindrical cavity of the cover formwork 1, and the first filling body 2 is set to be embedded in the cover formwork 1, and the peripheral side of the first filling body 2 is set to be in contact with the cover formwork 1.

[0058] A supporting connection point for the cover mold 1 is formed by the first filling body 2 , and the connection with the cover mold 1 is realized by the first filling body 2 . The technical purpose of the first filling body 2 is to serve as a component for built-in filling of the cover mold 1 .

[0059] In this embodiment, a leakage hole body III 31 is provided on one edge of the upper end face of the wall formwork 3 and a leakage hole body IV 32 is provided on the other edge of the upper end face of the wall formwork 3, a receiving groove body 33 is provided in the middle of the upper end face of the formwork 3 and the upper end of the wall formwork 3 is configured to be embedded in the cover formwork 1, the upper end face of the wall formwork 3 and the upper ends of the left and right side surfaces of the wall formwork 3 are respectively configured to be contact-connected with the cover formwork 1 and the wall formwork 3 is respectively configured to be received in connection with the second filling body 4, the skeleton 5 and the geogrid mesh 6.

[0060] Through the wall formwork shell 3, support connection points for the cover formwork shell 1, the second filling body 4, the framework 5, and the geogrid mesh 6 are formed. The wall formwork shell 3 realizes the connection with the cover formwork shell 1, the connection with the second filling body 4, the connection with the framework 5, and the connection with the geogrid mesh 6. The leakage hole body III 31 realizes the injection treatment of the raw materials of the second filling body 4. The leakage hole body IV 32 realizes the air discharge treatment of the wall formwork shell 3. The accommodation groove body 33 realizes the connection treatment for storing power cables and signal cables. Its technical purpose is: to be used as a support carrier for the second filling body 4, the framework 5, and the geogrid mesh 6.

[0061] In this embodiment, the wall formwork shell 3 is set as a trough-shaped body formed by ultra-high performance concrete UHPC coagulating into a cylindrical wall, having an L-shaped left side wall, a U-shaped right side wall and an upper wall, and having an open lower end. The leakage hole body III 31 and the leakage hole body IV 32 are respectively set in a hole state. The leakage hole body III 31 and the leakage hole body IV 32 are respectively arranged at intervals along the longitudinal center line of the cover formwork shell 1, and the accommodation groove body 33 is set as a U-shaped trough-shaped body.

[0062] Its technical purpose is: to be used as a mold for on-site pouring of the second filling body 4.

[0063] In this embodiment, the second filling body 4 is set as a coagulated body corresponding to the trough cavity of the wall formwork shell 3 made of self-compacting concrete or slightly expanding concrete. The second filling body 4 is set to be embedded and connected with the wall formwork shell 3. The upper end face and the left and right side faces of the second filling body 4 are set to be in contact connection with the cover formwork shell 1. The second filling body 4 is respectively set to be in accommodation connection with the framework 5 and the geogrid mesh 6, and the lower end face of the second filling body 4 is set to be connected with the reservoir wave-dissipating wall foundation.

[0064] Through the second filling body 4, support connection points for the wall formwork shell 3, the framework 5, and the geogrid mesh 6 are formed. The second filling body 4 realizes the connection with the wall formwork shell 3, the connection with the framework 5, and the connection with the geogrid mesh 6. Its technical purpose is: to be used as a component for internal filling of the wall formwork shell 3.

[0065] In this embodiment, the framework 5 is set as a ladder-shaped frame body. The outer side of the vertical part of the framework 5 is set to be in contact connection with the geogrid mesh 6. The vertical part of the framework 5 is set to be tied and connected with the geogrid mesh 6 by iron wire, and the framework 5 is set to be embedded and connected with the second filling body 4. The lower end of the vertical part of the framework 5 is set to be inserted and connected with the reservoir wave-dissipating wall foundation.

[0066] The skeleton 5 forms a support connection point for the second filling body 4 and the geogrid mesh 6. The skeleton 5 realizes the connection with the second filling body 4 and the geogrid mesh 6. Its technical purpose is to serve as one of the components for internal support of the second filling body 4.

[0067] In this embodiment, the geogrid mesh 6 is configured as a fiberglass grid strip and the geogrid mesh 6 is configured to be hung and connected to the skeleton 5, the geogrid mesh 6 is configured to be tied and connected to the skeleton 5 by wire and the geogrid mesh 6 is configured to be embedded and connected to the second filling body 4, the geogrid mesh 6 is configured to extend along the reservoir wave-breaking wall and the ends of two adjacent geogrid meshes 6 are configured to be butt-connected.

[0068] The geogrid mesh 6 forms a support connection point for the second filling body 4 and the skeleton 5. The geogrid mesh 6 realizes the connection with the second filling body 4 and the skeleton 5. Its technical purpose is to serve as the second component for internal support of the second filling body 4.

[0069] In this embodiment, the cover formwork 1 and the wall formwork 3 and the first filling body 2 and the second filling body 4 are arranged to be distributed in a mold casting manner, and the cover formwork 1, the wall formwork 3, the first filling body 2 and the second filling body 4 and the skeleton 5 and the geogrid mesh 6 are arranged to be distributed in a built-in frame manner.

[0070] In one of the supporting examples of one of the first embodiments of the present invention, the first filling body 2 is configured as a solidified body of self-compacting concrete corresponding to the cylindrical cavity of the cover formwork 1 .

[0071] In this embodiment, the second filling body 4 is configured as a solidified body of self-compacting concrete corresponding to the groove cavity of the wall formwork 3 .

[0072] In the second supporting example of one of the first embodiments of the present invention, the first filling body 2 is configured as a solidified body of micro-expansive concrete corresponding to the cylindrical cavity of the cover formwork 1 .

[0073] In this embodiment, the second filling body 4 is configured as a solidified body of the micro-expansive concrete corresponding to the groove cavity of the wall formwork 3 .

[0074] The present invention will be further described below with reference to the examples. The following examples are intended to illustrate the present invention rather than to further limit the present invention.

[0075] A method for constructing a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability, in one of the first embodiments of the present invention, comprises the following steps: preparing a casting core body of a cover formwork 1 corresponding to a cover formwork 1, forming a casting mold of the cover formwork 1 using the casting core body of the cover formwork 1, injecting ultra-high performance concrete (UHPC) into the casting mold of the cover formwork 1, and obtaining the cover formwork 1 by a casting method; A wall formwork 3 casting core body corresponding to the wall formwork 3 is prepared, and a casting mold of the wall formwork 3 is formed through the wall formwork 3 casting core body. Ultra-high performance concrete UHPC is injected into the casting mold of the wall formwork 3 to obtain the wall formwork 3 by the casting method. During the construction of the reservoir wave-breaking wall device, the installation position of the reservoir wave-breaking wall device is marked on the foundation of the reservoir wave-breaking wall, and holes are drilled on the foundation of the reservoir wave-breaking wall at the marked position according to the installation position of the frame 5 to obtain an installation hole body, and the lower end of the vertical part of the frame 5 is inserted into the installation hole body, and the geogrid mesh 6 is placed on the outer surface of the vertical part of the frame 5. The geogrid mesh 6 is tied to the vertical part of the frame 5 by wire, and the wall formwork 3 is buckled on the frame 5 and the geogrid mesh 6. The lower end opening of the wall formwork 3 is placed on the foundation of the reservoir wave-breaking wall, and a plugging plate is installed on the port of the wall formwork 3. The second filling body 4 is poured into the cavity composed of the wall formwork 3, the reservoir wave-breaking wall foundation and the port plugging plate, and the self-compacting concrete or micro-expansion concrete is poured through the permeable hole body III 31 is poured into the second filling body 4 casting cavity, and the air in the second filling body 4 casting cavity is released through the leakage hole body IV 32. When the self-compacting concrete or micro-expansive concrete is full in the second filling body 4 casting cavity, the self-compacting concrete or micro-expansive concrete on the leakage hole body III 31 and the leakage hole body IV 32 is smoothed. After the self-compacting concrete or micro-expansive concrete in the second filling body 4 casting cavity solidifies, the power cable and the signal cable are placed in the accommodating groove body 33, and the cover formwork 1 is placed on the upper end face of the wall formwork 3, so that the U-shaped groove body of the lower end face of the cover formwork 1 is installed on the upper end head of the wall formwork 3, and a plugging plate is installed on the port of the cover formwork 1. The cover formwork 1 and the port plugging plate form the first filling body 2 casting cavity. The self-compacting concrete or micro-expansive concrete is poured into the casting cavity of the first filling body 2 through the leakage hole body I11, and the air in the casting cavity of the first filling body 2 is released through the leakage hole body II12. When the self-compacting concrete or micro-expansive concrete is full in the casting cavity of the first filling body 2, the self-compacting concrete or micro-expansive concrete on the leakage hole body I11 and the leakage hole body II12 is smoothed.

[0076] A reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability. Figure 1The third embodiment of the first embodiment of the present invention is that the cover mold shell 1 is configured to include an upper plate portion Ⅰ13, a lower plate portion 14, an intermediate plate portion 15, a vertical plate portion Ⅰ16, a side plate portion Ⅱ17 and a block portion 18, and one edge of the upper end face of the upper plate portion Ⅰ13 is provided with a leakage hole body Ⅰ11, and the other edge of the upper end face of the upper plate portion Ⅰ13 is provided with a leakage hole body Ⅱ12, and the middle of the lower end face of the upper plate portion Ⅰ13 is provided to be connected to the upper end face of the intermediate plate portion 15, the middle of the upper end face of the upper horizontal portion of the lower plate portion 14 is provided to be connected to the lower end face of the intermediate plate portion 15, and the vertical portion outer surface of the lower plate portion 14 is provided The middle of the end face is set to be connected to the inner end main of the vertical plate part I16, the middle of the inner end face of the side plate part II17 is set to be connected to the inner end face of the block part 18 and the two adjacent vertical plate parts I16 are set to be clamped and connected to the block part 18, the front and rear side faces of the block part 18 are set to be contact-connected to the inner side face of the vertical plate part I16 and the upper end face of the side plate part II17 is set to be contact-connected to the edge of the lower end face of the upper plate part I13, the lower end of the inner end face of the side plate part II17 is set to be contact-connected to the lower transverse end face of the lower plate part 14, and the lower plate part 14 is set to be accommodated and connected to the wall formwork 3.

[0077] In this embodiment, the upper plate portion I13, the middle plate portion 15, the vertical plate portion I16 and the side plate portion II17 are respectively set as flat sheet bodies and the lower plate portion 14 is set as a sheet body with a square wave pulse shape, the block portion 18 is set as a seat body and the vertical plate portion I16 is set to be arranged and distributed at intervals along the longitudinal center line of the lower plate portion 14, and the block portion 18 is set to be arranged and distributed at intervals along the longitudinal center line of the side plate portion II17.

[0078] The technical purpose is to realize the intermediate body of the cover mold 1 composed of the upper plate part Ⅰ13, the lower plate part 14, the middle plate part 15 and the vertical plate part Ⅰ16, and to realize the outer body of the cover mold 1 composed of the side plate part Ⅱ17 and the block part 18.

[0079] A method for constructing a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability, in a first embodiment 3 of the present invention, the steps are: A cover formwork 1 intermediate casting core corresponding to the cover formwork 1 intermediate formed by connecting the upper plate portion Ⅰ 13, the lower plate portion 14, the middle plate portion 15 and the vertical plate portion Ⅰ 16 is prepared, and a casting mold of the cover formwork 1 intermediate is formed by the cover formwork 1 intermediate casting core. Ultra-high performance concrete UHPC is injected into the casting mold of the cover formwork 1 intermediate to obtain the cover formwork 1 intermediate by a casting method. A casting core body of the outer body of the cover formwork 1 corresponding to the outer body of the cover formwork 1 formed by connecting the side plate portion II 17 and the block portion 18 is prepared, and a casting mold of the outer body of the cover formwork 1 is formed by the casting core body of the outer body of the cover formwork 1. Ultra-high performance concrete UHPC is injected into the casting mold of the outer body of the cover formwork 1 to obtain the outer body of the cover formwork 1 by a casting method. When constructing the reservoir wave-breaking wall device, the lower end face of the lower plate part 14 is installed in the U-shaped trough on the upper end head of the wall formwork 3, and the block part 18 is installed between the two adjacent vertical plate parts I16, so that the upper end face of the side plate part II17 is connected to the edge of the lower end face of the upper plate part I13, and the lower end of the inner end face of the side plate part II17 is connected to the lower transverse end face of the lower plate part 14, and the side plate part II17 located on both sides of the upper plate part I13 and the lower plate part 14 is clamped and fixed with a spring clamp, so that the side plate part II17 is installed between the upper plate part I13 and the lower plate part 14, and plugging plates are installed on the ports of the upper plate part I13, the lower plate part 14 and the side plate part II17. The first filling body 2 casting cavity is composed of the upper plate part I13, the lower plate part 14, the side plate part II17 and the port plugging plate.

[0080] A reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability. Figure 1This is the fourth embodiment of the first embodiment of the present invention, the wall formwork 3 is configured to include side panel portion III34, side panel portion IV35, column portion I36, vertical panel portion II302, column portion II37, vertical panel portion III303, side panel portion I38, upper panel portion II39, column portion III30, vertical panel portion IV304, column portion IV301 and vertical panel portion V305, and a leakage hole body III31 is provided on the upper end face of the horizontal portion of the side panel portion IV35, a leakage hole body IV32 is provided on the outer upper horizontal portion of the upper panel portion II39, and a receiving groove body 33 is provided between the vertical portion of the side panel portion IV35 and the outer upper horizontal portion of the upper panel portion II39, the upper end head of the upper vertical portion of the side panel portion III34 is configured to be connected to the outer edge of the lower end face of the horizontal portion of the side panel portion IV35, and the inner edge of the lower end face of the horizontal portion of the side panel portion IV35 is configured to be connected to the The upper end face of the column portion I36 is connected, the vertical plate portion II302 is arranged between the side plate portion III34 and the column portion I36 and one of the side faces of the vertical plate portion II302 is arranged to be connected to the inner side face of the upper vertical portion of the side plate portion III34, the other side face of the vertical plate portion II302 is arranged to be connected to the inner end of the peripheral side face of the column portion I36 and the lower end face of the oblique horizontal portion of the side plate portion III34 is arranged to be connected to the upper end face of the column portion II37, the vertical plate portion III303 is arranged between the vertical plate portion II302 and the column portion II37 and one of the side faces of the vertical plate portion III303 is arranged to be connected to the inner side face of the lower vertical portion of the side plate portion III34, the other side face of the vertical plate portion III303 is arranged to be connected to the inner end of the peripheral side face of the column portion II37 and the upper plate portion II39 The outer upper transverse end face is arranged to be connected to the upper end face of the side plate portion I38, the outer upper transverse lower end face of the upper plate portion II39 is arranged to be connected to the upper end face of the column portion III30 and the vertical plate portion IV304 is arranged between the side plate portion I38 and the column portion III30, one of the side faces of the vertical plate portion IV304 is arranged to be connected to the inner side face of the side plate portion I38 and another side face of the vertical plate portion IV304 is arranged to be connected to the inner end of the peripheral side face of the column portion III30, the lower oblique portion of the inner side face of the side plate portion I38 is arranged to be connected to the upper end face of the column portion IV301 and the vertical plate portion V305 is arranged between the side plate portion I38 and the column portion IV301, one of the side faces of the vertical plate portion V305 is arranged to be connected to the lower oblique portion of the inner side face of the side plate portion I38 and the vertical plate portion V305 wherein the other side surface is configured to be connected to the inner end of the peripheral side surface of the column portion IV301, the vertical end surface of the side panel portion IV35 is configured to be butted against the inner lower horizontal end surface of the upper panel portion II39, the side panel portion III34, the side panel portion IV35, the side panel portion I38 and the upper panel portion II39 are configured to be sunken into the cover formwork 1, and the outer upper end of the upper vertical portion of the side panel portion III34 and the outer upper end of the side panel portion I38 are configured to be contact-connected to the cover formwork 1, the side panel portion III34, the side panel portion IV35, the side panel portion I38 and the upper panel portion II39 are respectively configured to be accommodatingly connected to the second filling body 4, and the inner side surface of the side panel portion III34, the inner side surface of the side panel portion IV35, the inner side surface of the side panel portion I38 and the lower end surface of the upper panel portion II39 are configured to be contact-connected to the second filling body 4,The outer ends of the peripheral side surfaces of column sections I 36, II 37, III 30, and IV 301 are each configured to be contact-connected to the geogrid mesh 6. Column sections I 36, II 37, III 30, and IV 301 are each configured to be tied to the geogrid mesh 6 via wire. The lower ends of column sections I 36, II 37, III 30, and IV 301 are each configured to be plug-in-connected to the reservoir wave wall foundation.

[0081] In this embodiment, the side plate portion III 34 and the upper plate portion II 39 are respectively set as Z-shaped sheet bodies and the side plate portion IV 35 is set as an L-shaped sheet body, the side plate portion I 38 is set as a trapezoidal corrugated sheet body and the column portion I 36, the column portion II 37, the column portion III 30 and the column portion IV 301 are respectively set as rod-shaped bodies, the vertical plate portion II 302, the vertical plate portion III 303, the vertical plate portion IV 304 and the vertical plate portion V 305 are respectively set as sheet bodies.

[0082] The technical purpose is to realize the left side body of the wall formwork 3 composed of the side panel part III34, the side panel part IV35, the column part I36, the vertical panel part II302, the column part II37 and the vertical panel part III303, and to realize the right side body of the wall formwork 3 composed of the side panel part I38, the upper panel part II39, the column part III30, the vertical panel part IV304, the column part IV301 and the vertical panel part V305.

[0083] A method for constructing a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability. The fourth embodiment of the first embodiment of the present invention comprises the following steps: preparing a left side casting core of the wall formwork 3 corresponding to the left side of the wall formwork 3, which is connected to the side plate portion III 34, the side plate portion IV 35, the column portion I 36, the vertical plate portion II 302, the column portion II 37, and the vertical plate portion III 303; forming the left side of the wall formwork 3 by using the left side casting core of the wall formwork 3; injecting ultra-high performance concrete (UHPC) into the casting mold of the left side of the wall formwork 3; and obtaining the left side of the wall formwork 3 by a casting method. A right side casting core of the wall formwork 3 corresponding to the right side of the wall formwork 3 formed by connecting the side plate portion I 38, the upper plate portion II 39, the column portion III 30, the vertical plate portion IV 304, the column portion IV 301, and the vertical plate portion V 305 is prepared. The right side of the wall formwork 3 is formed into a casting mold by using the right side casting core of the wall formwork 3. Ultra-high performance concrete (UHPC) is injected into the casting mold of the right side of the wall formwork 3 to obtain the right side of the wall formwork 3 by a casting method. Place the geogrid mesh 6 on the outer ends of the peripheral side surfaces of column part I 36, column part II 37, column part III 30 and column part IV 301 respectively, and tie the geogrid mesh 6 to column part I 36, column part II 37, column part III 30 and column part IV 301 respectively through wire. When constructing the reservoir wave-breaking wall device, according to the installation positions of column part I 36, column part II 37, column part III 30 and column part IV 301, a hole is drilled on the foundation of the reservoir wave-breaking wall at the marked position to obtain an installation hole body, and the lower end of column part I 36, the lower end of column part II 37, the lower end of column part III 30 and the lower end of column part IV 301 are inserted into the installation hole body, and the lower vertical part of side plate part III 34 and side plate part I The lower end face of 38 is placed on the foundation of the reservoir wave-breaking wall, so that the vertical end face of the side plate part IV35 is connected to the inner lower horizontal end face of the upper plate part II39, and plugging plates are installed on the ports of the side plate part III34, the side plate part IV35, the side plate part I38 and the upper plate part II39. The second filling body 4 casting cavity is composed of the side plate part III34, the side plate part IV35, the side plate part I38, the upper plate part II39, the reservoir wave-breaking wall foundation and the port plugging plates.

[0084] When verifying the present invention, the inventor abandoned the existing technical feature that the wave-breaking wall is mostly made of steel bars and concrete as the main materials, and first proposed a technical feature that makes the reservoir wave-breaking wall in a composite state of a concrete inner core and an ultra-high performance concrete UHPC containing shell, and obtained the first unexpected technical effect: the factory prefabrication of the cover formwork 1 and the wall formwork 3 was realized, thereby improving the construction efficiency of the reservoir wave-breaking wall device; and the second unexpected technical effect was obtained: the cover formwork 1 and the wall formwork 3 were realized as molds for pouring concrete mortar, thereby improving the construction effect of the reservoir wave-breaking wall device and improving the forming dimensional accuracy of the reservoir wave-breaking wall device. , and obtained the third unexpected technical effect: the reservoir wave-breaking wall is made of the cover formwork 1, the first filling body 2, the wall formwork 3 and the second filling body 4, and the mold for constructing the reservoir wave-breaking wall device is lightweight, which improves the installation efficiency of the cover formwork 1 and the wall formwork 3. The fourth unexpected technical effect is obtained: the built-in support of the reservoir wave-breaking wall device by the skeleton 5 and the geogrid mesh 6 is realized, and the supporting strength of the reservoir wave-breaking wall device is improved. The fifth unexpected technical effect is obtained: the construction of the upper plate part Ⅰ13, the lower plate part 14, the middle plate part 15, the vertical plate part Ⅰ16, the side plate part Ⅱ17 and the block part 18 is realized. The on-site cover formwork 1 is assembled, which improves the supporting strength of the cover formwork 1 and obtains the sixth unexpected technical effect: it is realized that the construction site cover formwork 1 is assembled by the side panel part III 34, the side panel part IV 35, the column part I 36, the vertical plate part II 302, the column part II 37, the vertical plate part III 303, the side panel part I 38, the upper panel part II 39, the column part III 30, the vertical plate part IV 304, the column part IV 301 and the vertical plate part V 305, which improves the supporting strength of the wall formwork 3 and obtains the seventh unexpected technical effect: it is realized that the high supporting strength of the upper panel part I 13, the lower panel part 14, the middle panel part 15, the vertical plate part I 16, the side panel part II 17 and the block part 18 The high-strength cover formwork 1 reduces the performance requirements for the first filling body 2, and realizes a wall formwork 3 with high supporting strength obtained by the side plate part III 34, the side plate part IV 35, the column part I 36, the vertical plate part II 302, the column part II 37, the vertical plate part III 303, the side plate part I 38, the upper plate part II 39, the column part III 30, the vertical plate part IV 304, the column part IV 301 and the vertical plate part V 305, thereby reducing the performance requirements for the second filling body 4, optimizing the strength distribution of the reservoir wave-breaking wall, and obtaining the eighth unexpected technical effect: realizing surface beautification by the cover formwork 1 and the wall formwork 3, eliminating the need for surface beautification and decoration, and realizing friendly coexistence with the reservoir environment.

[0085] In the second embodiment of the present invention, the second filling body 4, the wall formwork 3, the first filling body 2 and the cover formwork 1 are connected to each other in such a way that the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete UHPC containing shell.

[0086] In this embodiment, the wall formwork 3 and the cover formwork 1 are connected to the second filling body 4 and the first filling body 2 in such a manner as to wrap the core.

[0087] In this embodiment, a first accessory device is further included and is arranged in the second filling body 4 , and the first accessory device is arranged as a skeleton 5 .

[0088] In this embodiment, a second accessory device is further included and is arranged between the second filling body 4 and the first accessory device. The second accessory device is configured as a geogrid mesh 6 .

[0089] The second embodiment of the present invention is based on the first embodiment. The second embodiment of the present invention comprises the following steps: the second filling body 4 and the first filling body 2 are used to form a reservoir wave-breaking wall, the wall formwork 3 and the cover formwork 1 are used to wrap the core body of the second filling body 4 and the first filling body 2, and the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete UHPC containing shell.

[0090] The second embodiment of the present invention is based on the first embodiment. The present invention has the following characteristics: 1. Due to the design of the second filling body 4, the wall formwork 3, the first filling body 2 and the cover formwork 1, the reservoir wave-breaking wall is formed by the second filling body 4 and the first filling body 2, and the core body is wrapped by the wall formwork 3 and the cover formwork 1, so that the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete UHPC containing shell, solving the technical problem that most wave-breaking walls are mainly made of steel bars and concrete, thereby improving the strength and durability of the reservoir wave-breaking wall device.

[0091] 2. Due to the design of the skeleton 5, the second filling body 4 is supported internally by the steel frame.

[0092] 3. Due to the design of the geogrid mesh 6, the overall built-in support of the reservoir wave-breaking wall device is achieved.

[0093] 4. Since the design limits the numerical range of the structural shape, the numerical range is the technical feature in the technical solution of the present invention, rather than a technical feature calculated by a formula or obtained through a limited number of tests. Tests have shown that the technical feature of this numerical range has achieved good technical effects.

[0094] 5. Due to the design of the technical features of the present invention, the effects of the technical features individually and in combination with each other have been shown through experiments to have various performance indicators of the present invention that are at least 1.7 times greater than those of the existing ones, and evaluation shows that the present invention has a good market value.

[0095] There are other technical features that are connected with the second filling body 4, wall formwork 3, first filling body 2 and cover formwork 1, which make the reservoir wave-breaking wall in a composite state of the concrete inner core and the ultra-high performance concrete UHPC containing shell. They are all one of the embodiments of the present invention, and the various technical features of the above-mentioned embodiments can be combined arbitrarily. In order to meet the requirements of the Patent Law, Patent Implementation Rules and Examination Guidelines, all possible combinations of the various technical features in the above-mentioned embodiments will no longer be described.

[0096] The above embodiment is only one implementation form of the reservoir wave-breaking wall device and construction method based on the coexistence of ultra-high strength and excellent durability provided by the present invention. Other variations of the scheme provided by the present invention, adding or reducing the features or steps therein, or applying the present invention to other technical fields close to the present invention, all fall within the scope of protection of the present invention.

Claims

1. A reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability, characterized by: The invention comprises a second filling body (4) used as the lower body of a reservoir wave-breaking wall, a wall formwork (3) arranged on the second filling body (4), a first filling body (2) used as the upper body of the reservoir wave-breaking wall, and a cover formwork (1) arranged between the wall formwork (3) and the first filling body (2).

2. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 1 is characterized by: The second filling body (4), the wall formwork (3), the first filling body (2) and the cover formwork (1) are connected to each other in such a way that the reservoir wave-breaking wall is in a composite state of a concrete inner core and an ultra-high performance concrete (UHPC) containing shell.

3. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 2 is characterized by: The wall formwork (3) and the cover formwork (1) are connected to the second filling body (4) and the first filling body (2) in a manner that the core is wrapped.

4. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 1 is characterized by: It also includes a first accessory device and the first accessory device is arranged in the second filling body (4), and the first accessory device is arranged as a skeleton (5). Alternatively, a second accessory device is further included and is arranged between the second filling body (4) and the first accessory device, and the second accessory device is arranged as a geogrid mesh (6).

5. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 4 is characterized in that: A cover formwork (1) is provided on the wall formwork (3), a first filling body (2) is provided in the cover formwork (1), a second filling body (4) is provided in the wall formwork (3), a skeleton (5) is provided in the second filling body (4), and a geogrid mesh (6) is provided between the skeleton (5) and the second filling body (4).

6. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 5 is characterized by: A leakage hole body I (11) is provided on one edge of the upper end face of the cover formwork (1), and a leakage hole body II (12) is provided on the other edge of the upper end face of the cover formwork (1), the cover formwork (1) is configured to be accommodatingly connected to the first filling body (2), and the lower end face of the cover formwork (1) is configured to be accommodatingly connected to the wall formwork (3). Alternatively, the cover formwork (1) is configured as a cylindrical body having a cylindrical wall solidified from ultra-high performance concrete (UHPC) and a lower end face having a U-shaped groove, and the U-shaped groove on the lower end face of the cover formwork (1) is configured to be connected to the wall formwork (3), the leakage hole body I (11) and the leakage hole body II (12) are respectively configured to be in a hole state, and the leakage hole body I (11) and the leakage hole body II (12) are respectively configured to be spaced and distributed along the longitudinal center line of the cover formwork (1). Alternatively, the first filling body (2) is configured as a solidified body of self-compacting concrete or micro-expansive concrete corresponding to the cylindrical cavity of the cover formwork (1), and the first filling body (2) is configured to be embedded in the cover formwork (1), and the peripheral side surface of the first filling body (2) is configured to be in contact connection with the cover formwork (1). Or, on one edge of the upper end face of the wall formwork shell (3), a leakage hole body III (31) is provided, and on the other edge of the upper end face of the wall formwork shell (3), a leakage hole body IV (32) is provided. A receiving groove body (33) is provided in the middle of the upper end face of the formwork shell (3), and the upper end of the wall formwork shell (3) is set to be embedded and connected with the cover formwork shell (1). The upper end face of the wall formwork shell (3) and the upper ends of the left and right side faces of the wall formwork shell (3) are respectively set to be in contact connection with the cover formwork shell (1), and the wall formwork shell (3) is respectively set to be in receiving connection with the second filling body (4), the skeleton (5), and the geogrid mesh (6). Or, the wall formwork shell (3) is set to be a trough-shaped body formed by ultra-high performance concrete UHPC coagulating into a cylindrical wall, having an L-shaped left side wall, a U-shaped right side wall and an upper wall, and having an open lower end. The leakage hole body III (31) and the leakage hole body IV (32) are respectively set to be in a hole state. The leakage hole body III (31) and the leakage hole body IV (32) are respectively set to be arranged and distributed at intervals along the longitudinal center line of the cover formwork shell (1), and the receiving groove body (33) is set to be a U-shaped trough-shaped body. Or, the second filling body (4) is set to be a coagulated body corresponding to the groove cavity of the wall formwork shell (3) made of self-compacting concrete or slightly expanding concrete, and the second filling body (4) is set to be embedded and connected with the wall formwork shell (3). The upper end face and the left and right side faces of the second filling body (4) are set to be in contact connection with the cover formwork shell (1). The second filling body (4) is respectively set to be in receiving connection with the skeleton (5) and the geogrid mesh (6), and the lower end face of the second filling body (4) is set to be connected with the reservoir wave wall foundation. Or, the skeleton (5) is set to be a ladder-shaped frame body, and the outer side face of the vertical part of the skeleton (5) is set to be in contact connection with the geogrid mesh (6). The vertical part of the skeleton (5) is set to be tied to the geogrid mesh (6) by wire, and the skeleton (5) is set to be embedded and connected with the second filling body (4). The lower end of the vertical part of the skeleton (5) is set to be plug-connected with the reservoir wave wall foundation. Or, the geogrid mesh (6) is set to be a glass fiber grid strip-shaped body, and the geogrid mesh (6) is set to be hung and connected with the skeleton (5). The geogrid mesh (6) is set to be tied to the skeleton (5) by wire, and the geogrid mesh (6) is set to be embedded and connected with the second filling body (4). The geogrid mesh (6) is set to extend along the reservoir wave wall, and the ends of two adjacent geogrid meshes (6) are set to be butt-connected.

7. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to any one of claims 1 to 6, characterized in that: The cover formwork shell (1) and the wall formwork shell (3) are set to be distributed in the way of mold casting with the first filling body (2) and the second filling body (4), and the cover formwork shell (1), the wall formwork shell (3), the first filling body (2) and the second filling body (4) are set to be distributed in the way of built-in frame with the skeleton (5) and the geogrid mesh (6).

8. The reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 5 is characterized by: The cover mold shell (1) is configured to include an upper plate portion I (13), a lower plate portion (14), an intermediate plate portion (15), a vertical plate portion I (16), a side plate portion II (17) and a block portion (18), and one edge of the upper end face of the upper plate portion I (13) is provided with a leakage hole body I (11), and the other edge of the upper end face of the upper plate portion I (13) is provided with a leakage hole body II (12), and the middle of the lower end face of the upper plate portion I (13) is configured to be connected to the upper end face of the intermediate plate portion (15), the middle of the upper end face of the upper transverse portion of the lower plate portion (14) is configured to be connected to the lower end face of the intermediate plate portion (15), and the middle of the outer end face of the vertical portion of the lower plate portion (14) is configured to be connected to the lower end face of the intermediate plate portion (15), and the middle of the outer end face of the vertical portion of the lower plate portion (14) is configured to be connected to the upper end face of the intermediate plate portion (15). The middle portion is set to be connected to the inner end main of the vertical plate portion I (16), the middle portion of the inner end face of the side plate portion II (17) is set to be connected to the inner end face of the block portion (18) and the two adjacent vertical plate portions I (16) are set to be connected in a clamping manner with the block portion (18), the front and rear side surfaces of the block portion (18) are set to be connected in a contact manner with the inner side surface of the vertical plate portion I (16) and the upper end face of the side plate portion II (17) is set to be connected in a contact manner with the lower end face edge of the upper plate portion I (13), the lower end of the inner end face of the side plate portion II (17) is set to be connected in a contact manner with the lower transverse end face of the lower plate portion (14), and the lower plate portion (14) is set to be connected in a receiving manner with the wall formwork (3). Alternatively, the upper plate portion I (13), the middle plate portion (15), the vertical plate portion I (16) and the side plate portion II (17) are respectively configured as flat sheets and the lower plate portion (14) is configured as a sheet having a square wave pulse shape, the block portion (18) is configured as a seat-shaped body and the vertical plate portion I (16) is configured to be arranged and distributed at intervals along the longitudinal center line of the lower plate portion (14), and the block portion (18) is configured to be arranged and distributed at intervals along the longitudinal center line of the side plate portion II (17). Alternatively, the wall formwork (3) is configured to include a side plate portion III (34), a side plate portion IV (35), a column portion I (36), a vertical plate portion II (302), a column portion II (37), a vertical plate portion III (303), a side plate portion I (38), an upper plate portion II (39), a column portion III (30), a vertical plate portion IV (304), a column portion IV (301) and a vertical plate portion V (305), and a leak hole body III (31) is provided on the upper end face of the horizontal portion of the side plate portion IV (35), a leak hole body IV (32) is provided on the outer upper horizontal portion of the upper plate portion II (39), and a receiving groove body (33) is provided between the vertical portion of the side plate portion IV (35) and the outer upper horizontal portion of the upper plate portion II (39), and the upper end face of the side plate portion III (34) is provided with a leak hole body III (31). The upper end of the vertical portion is arranged to be connected to the outer edge of the lower end face of the horizontal portion of the side plate portion IV (35) and the inner edge of the lower end face of the horizontal portion of the side plate portion IV (35) is arranged to be connected to the upper end face of the column portion I (36), the vertical plate portion II (302) is arranged between the side plate portion III (34) and the column portion I (36) and one of the side faces of the vertical plate portion II (302) is arranged to be connected to the inner side face of the upper vertical portion of the side plate portion III (34), the other side face of the vertical plate portion II (302) is arranged to be connected to the inner end of the peripheral side face of the column portion I (36) and the lower end face of the oblique horizontal portion of the side plate portion III (34) is arranged to be connected to the upper end face of the column portion II (37), the vertical plate portion III (303) is arranged on the vertical plate portion II (30 2) is arranged between the side plate portion III (34) and the column portion II (37) and one of the side surfaces of the vertical plate portion III (303) is arranged to be connected to the inner side surface of the lower vertical portion of the side plate portion III (34), another side surface of the vertical plate portion III (303) is arranged to be connected to the inner end of the peripheral side surface of the column portion II (37) and the outer upper transverse end surface of the upper plate portion II (39) is arranged to be connected to the upper end surface of the side plate portion I (38), the outer upper transverse lower end surface of the upper plate portion II (39) is arranged to be connected to the upper end surface of the column portion III (30) and the vertical plate portion IV (304) is arranged between the side plate portion I (38) and the column portion III (30), one of the side surfaces of the vertical plate portion IV (304) is arranged to be connected to the side plate portion I (3 8) and one of the other side surfaces of the vertical plate portion IV (304) is arranged to be connected to the inner end of the peripheral side surface of the column portion III (30), the lower oblique portion of the inner side surface of the side plate portion I (38) is arranged to be connected to the upper end surface of the column portion IV (301) and the vertical plate portion V (305) is arranged between the side plate portion I (38) and the column portion IV (301), one of the side surfaces of the vertical plate portion V (305) is arranged to be connected to the lower oblique portion of the inner side surface of the side plate portion I (38) and one of the other side surfaces of the vertical plate portion V (305) is arranged to be connected to the inner end of the peripheral side surface of the column portion IV (301), the vertical end surface of the side plate portion IV (35) is arranged to be connected in a butt-jointed manner with the inner lower transverse end surface of the upper plate portion II (39),The side plate portion III (34), the side plate portion IV (35), the side plate portion I (38) and the upper plate portion II (39) are arranged to be connected in a sunken manner with the cover mold shell (1), and the upper end of the outer side of the upper vertical portion of the side plate portion III (34) and the upper end of the outer side surface of the side plate portion I (38) are arranged to be connected in a contact manner with the cover mold shell (1), the side plate portion III (34), the side plate portion IV (35), the side plate portion I (38) and the upper plate portion II (39) are respectively arranged to be connected in a accommodating manner with the second filling body (4), and the inner side surface of the side plate portion III (34), the inner side surface of the side plate portion IV (35), the inner side surface of the side plate portion I (38) and the lower end surface of the upper plate portion II (39) are arranged to be connected in a contact manner with the second filling body (4). The outer ends of the peripheral side surfaces of column part I (36), column part II (37), column part III (30) and column part IV (301) are respectively arranged to be in contact with the geogrid mesh (6), and column part I (36), column part II (37), column part III (30) and column part IV (301) are respectively arranged to be tied with the geogrid mesh (6) through iron wire, and the lower end of column part I (36), column part II (37), column part III (30) and column part IV (301) are respectively arranged to be plug-in connected with the foundation of the reservoir wave-breaking wall. Alternatively, the side plate portion III (34) and the upper plate portion II (39) are respectively set as Z-shaped sheet bodies and the side plate portion IV (35) is set as an L-shaped sheet body, the side plate portion I (38) is set as a sheet body having a trapezoidal waveform and the column portion I (36), column portion II (37), column portion III (30) and column portion IV (301) are respectively set as rod-shaped bodies, and the vertical plate portion II (302), vertical plate portion III (303), vertical plate portion IV (304) and vertical plate portion V (305) are respectively set as sheet bodies.

9. A construction method for a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability, characterized by the following steps: The second filling body (4) and the first filling body (2) are used to form a reservoir wave-breaking wall, and the wall formwork (3) and the cover formwork (1) are used to wrap the second filling body (4) and the first filling body (2), thereby placing the reservoir wave-breaking wall in a composite state of a concrete inner core and an ultra-high performance concrete (UHPC) containing shell.

10. The method for constructing a reservoir wave-breaking wall device based on the coexistence of ultra-high strength and excellent durability according to claim 9, characterized in that the steps are: A casting core body of a cover mold (1) corresponding to the cover mold (1) is prepared, a casting mold of the cover mold (1) is formed by the casting core body of the cover mold (1), ultra-high performance concrete (UHPC) is injected into the casting mold of the cover mold (1), and the cover mold (1) is obtained by the casting method; a casting core body of a wall mold (3) corresponding to the wall mold (3) is prepared, a casting mold of the wall mold (3) is formed by the casting core body of the wall mold (3), and ultra-high performance concrete (UHPC) is injected into the casting mold of the wall mold (3), and the wall mold (3) is obtained by the casting method; when constructing a reservoir wave-breaking wall device, the reservoir wave-breaking wall device is constructed on the foundation of the reservoir wave-breaking wall. The installation position is marked, and a hole is drilled on the foundation of the reservoir wave-breaking wall at the marked position according to the installation position of the frame (5) to obtain an installation hole body, and the lower end of the vertical part of the frame (5) is inserted into the installation hole body, and the geogrid mesh (6) is placed on the outer surface of the vertical part of the frame (5), and the geogrid mesh (6) is tied to the vertical part of the frame (5) by wire, and the wall formwork (3) is buckled on the frame (5) and the geogrid mesh (6), and the lower end of the wall formwork (3) is placed on the foundation of the reservoir wave-breaking wall, and a plugging plate is installed on the port of the wall formwork (3). The second filling body (4) is poured into the cavity by the wall formwork (3), the reservoir wave-breaking wall foundation and the port plugging plate, and the self-sealing The self-compacting concrete or micro-expansive concrete is poured into the pouring cavity of the second filling body (4) through the leak hole body III (31), and the air in the pouring cavity of the second filling body (4) is released through the leak hole body IV (32). When the self-compacting concrete or micro-expansive concrete is full in the pouring cavity of the second filling body (4), the self-compacting concrete or micro-expansive concrete on the leak hole body III (31) and the leak hole body IV (32) is smoothed. After the self-compacting concrete or micro-expansive concrete in the pouring cavity of the second filling body (4) solidifies, the power cable and the signal cable are placed in the receiving groove body (33), and the cover formwork (1) is placed on the upper end surface of the wall formwork (3). The U-shaped groove body at the lower end face of the cover formwork (1) is installed on the upper end head of the wall formwork (3), and a plugging plate is installed on the port of the cover formwork (1). The cover formwork (1) and the port plugging plate form a first filling body (2) casting cavity. Self-compacting concrete or micro-expansive concrete is poured into the first filling body (2) casting cavity through the leakage hole body I (11). The air in the first filling body (2) casting cavity is released through the leakage hole body II (12). When the self-compacting concrete or micro-expansive concrete is in a full position in the first filling body (2) casting cavity, the self-compacting concrete or micro-expansive concrete on the leakage hole body I (11) and the leakage hole body II (12) is smoothed. Or, the steps are: preparing a cover mold (1) intermediate body casting core corresponding to the cover mold (1) intermediate body connected to the upper plate part I (13), the lower plate part (14), the middle plate part (15) and the vertical plate part I (16), performing a casting mold for the cover mold (1) intermediate body through the cover mold (1) intermediate body casting core, injecting ultra-high performance concrete (UHPC) into the casting mold of the cover mold (1) intermediate body, and obtaining the cover mold (1) intermediate body by a casting method, preparing a cover mold (1) outer body casting core corresponding to the cover mold (1) outer body connected to the side plate part II (17) and the block part (18), performing a casting mold for the cover mold (1) outer body through the cover mold (1) outer body casting core, injecting ultra-high performance concrete (UHPC) into the casting mold of the cover mold (1) outer body, and obtaining the cover mold (1) outer body by a casting method, When constructing the wave-breaking wall device for a reservoir, the lower end face of the lower plate portion (14) is mounted on the upper end of the wall formwork (3), the block portion (18) is mounted between two adjacent vertical plate portions I (16), the upper end face of the side plate portion II (17) is connected to the edge of the lower end face of the upper plate portion I (13), the lower end of the inner end face of the side plate portion II (17) is connected to the lower transverse end face of the lower plate portion (14), and the spring clamp is used to align the upper end face of the side plate portion II (17). The side plate parts II (17) on both sides of the plate part I (13) and the lower plate part (14) are clamped and fixed, so that the side plate part II (17) is installed between the upper plate part I (13) and the lower plate part (14), and plugging plates are installed on the ports of the upper plate part I (13), the lower plate part (14) and the side plate part II (17). The first filling body (2) casting cavity is composed of the upper plate part I (13), the lower plate part (14), the side plate part II (17) and the port plugging plates. Or, the steps are: preparing a left side body casting core of the wall formwork (3) corresponding to the left side body of the wall formwork (3) connected to the side plate part III (34), the side plate part IV (35), the column part I (36), the vertical plate part II (302), the column part II (37) and the vertical plate part III (303); performing a casting mold forming of the left side body of the wall formwork (3) by the left side body casting core of the wall formwork (3); injecting ultra-high performance concrete (UHPC) into the casting mold of the left side body of the wall formwork (3); obtaining the left side body of the wall formwork (3) by the casting method; and preparing a wall formwork having the left side body corresponding to the side plate part I (38), the upper plate part II (39), the upper plate part II (40), the upper plate part II (41), the upper plate part III (42), the upper plate part II (43), the upper plate part III (44), the upper plate part III (45), the upper plate part II (46), the upper plate part II (43), the upper plate part III (44), the upper plate part III (45), the upper plate part III ... (39), the right side of the wall formwork (3) formed by connecting the column part III (30), the vertical plate part IV (304), the column part IV (301) and the vertical plate part V (305) is corresponding to the right side casting core of the wall formwork (3), the right side of the wall formwork (3) is formed by the casting mold of the right side of the wall formwork (3), the ultra-high performance concrete UHPC is injected into the casting mold of the right side of the wall formwork (3), and the right side of the wall formwork (3) is obtained by the casting method, and the geogrid mesh (6) is respectively placed on the outer end of the peripheral side of the column part I (36) and the outer end of the peripheral side of the column part II (37). , the outer ends of the peripheral side surfaces of column part III (30) and column part IV (301), and the geogrid mesh (6) is tied together with column part I (36), column part II (37), column part III (30) and column part IV (301) by iron wire. When the reservoir wave-breaking wall device is constructed, holes are drilled on the foundation of the reservoir wave-breaking wall at the marked positions according to the installation positions of column part I (36), column part II (37), column part III (30) and column part IV (301) to obtain the installation hole body, and the lower end of column part I (36), the lower end of column part II (37), the lower end of column part III (30) and the lower end of column part IV (30) are connected. The end head and the lower end head of the column part IV (301) are inserted into the installation hole body, and the lower vertical part of the side plate part III (34) and the lower end face of the side plate part I (38) are placed on the foundation of the reservoir wave-breaking wall, so that the vertical end face of the side plate part IV (35) is connected to the inner lower horizontal end face of the upper plate part II (39), and plugging plates are installed on the ports of the side plate part III (34), the side plate part IV (35), the side plate part I (38) and the upper plate part II (39). The second filling body (4) casting cavity is composed of the side plate part III (34), the side plate part IV (35), the side plate part I (38), the upper plate part II (39), the reservoir wave-breaking wall foundation and the port plugging plate.

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