Reservoir heavy interlocking building block device based on prefabricated formwork and forming method
By combining prefabricated formwork with ultra-high performance concrete (UHPC), the problems of handling and installation efficiency of the reservoir's heavy interlocking block devices were solved, a lightweight and high-strength block structure was achieved, and the installation efficiency at the construction site and the overall performance of the blocks were improved.
Patent Information
- Application Number
- CN202510934768.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-08
- Publication Date
- 2025-10-17
Smart Images
Figure CN120791931A_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The application relates to a reservoir heavy interlocking block device and a forming method, in particular to a reservoir heavy interlocking block device and a forming method based on a prefabricated form shell. BACKGROUND
[0002] The reservoir heavy interlocking block device is an important water conservancy part, and in the existing reservoir heavy interlocking block device, concrete mortar is directly used as raw material to form a block. In order to ensure the stability of the reservoir interlocking block, the weight and volume of the block need to be increased to obtain the reservoir heavy interlocking block. The weight of the reservoir heavy interlocking block is limited during transportation, thereby affecting the installation efficiency of the reservoir heavy interlocking block device. The application realizes the technical features of installing the prefabricated form body and adding the heavy body to obtain the reservoir heavy interlocking block on the construction site, and effectively explores and researches the technical problem of increasing the transportation weight difficulty of the block directly made of concrete mortar as raw material on the technical level. The statements herein only provide background technology related to the application, and do not necessarily constitute prior art. Based on the technical disclosure provided by the applicant on February 22, 2025, the technical problems, technical features and technical effects in the prior art are obtained through retrieval, and the application technical scheme is made. SUMMARY
[0003] The object of the application is a reservoir heavy interlocking block device based on a prefabricated form shell. The object of the application is a reservoir heavy interlocking block device forming method based on a prefabricated form shell.
[0004] In order to overcome the above technical defects, the object of the application is to provide a reservoir heavy interlocking block device and a forming method based on a prefabricated form shell, thereby improving the installation efficiency of the reservoir heavy interlocking block device.
[0005] To achieve the above object, the technical scheme adopted by the application is: a reservoir heavy interlocking block device based on a prefabricated form shell, comprising a form shell with a concrete slurry injection cavity, and a filling body arranged in the form shell.
[0006] Due to the design of the mold shell and the filling body, the grouting mold box shell of the reservoir heavy chain block obtained by the casting method is realized through the mold shell, the core of the reservoir heavy chain block obtained by the cement slurry setting method is realized through the filling body, the installation of the prefabricated mold body and the injection of the heavy body are realized in the construction site, and the reservoir heavy chain block is obtained, the technical problem of increasing the difficulty of carrying weight by directly using concrete mortar as raw material to make the block is solved, and therefore the installation efficiency of the reservoir heavy chain block device is improved.
[0007] The mold shell and the filling body are connected to each other according to the way of installing the prefabricated mold body and the heavy body in the construction site.
[0008] The mold shell and the filling body are connected according to the way of obtaining the grouting mold box shell of the reservoir heavy chain block by the casting method.
[0009] According to the technical feature set of the prefabricated mold body of the ultra-high performance concrete UHPC, the mold shell is integrated.
[0010] The technical effects of the above four technical solutions are that the prefabricated mold body is used to process the reservoir heavy chain block to be lightweight, and the installation is facilitated in the construction site.
[0011] The first accessory binding device is arranged in the filling body, and the first accessory binding device is arranged as a skeleton.
[0012] The technical effects of the above technical solutions are that the integration and installation of other components are realized, and the technical effects of the present application are expanded.
[0013] The filling body is arranged in the mold shell, and the skeleton is arranged in the filling body.
[0014] The technical effects of the above technical solutions are that the mold shell, the filling body and the skeleton constitute the basic technical solution of the present application, and the technical problems of the present application are solved.
[0015] The vertical receiving groove body is arranged in the middle of the front and rear sides of the mold shell, the leakage hole body I is arranged in the middle of the upper end surface of the mold shell, the leakage hole body II is arranged in the corner of the upper end surface of the mold shell, the sunken receiving groove body is arranged on the upper end surface of the mold shell, the horizontal inclined surface body is arranged in the middle of the front and rear sides of the mold shell, the vertical receiving groove body is arranged to be connected to the adjacent mold shell in a receiving mode, and the mold shell is arranged to be connected to the filling body in a receiving mode.
[0016] The application designs that the formwork is set as a box body with an inverted L-shaped longitudinal section condensed by ultra-high performance concrete (UHPC), the vertical accommodating groove body is set as a inverted L-shaped open body with an inclined longitudinal part, the leakage hole body I and the leakage hole body II are respectively set as hole bodies, and the sunken accommodating groove body is set as a four-edge tapered blind hole body, and the transverse inclined surface body is set as a transition inclined surface.
[0017] The technical effects of the above two technical solutions are that the whole prefabricated mold is made by the lost wax casting method by using the ultra-high performance concrete (UHPC).
[0018] The application designs that the filling body is set as a condensed body corresponding to the inner cavity of the formwork by using self-compacting concrete or micro-expansion concrete, and the filling body is set as embeddedly coupled with the formwork, the surface of the filling body is set as contactly coupled with the formwork, and the filling body is set as accommodated with the framework.
[0019] The technical effect of the above technical solution is that the concrete mortar is filled and injected.
[0020] The application designs that the framework is set as including a central rod part, spoke rod parts, and branch rod parts, the inner end surface of the spoke rod part is set as coupled with the peripheral side surface of the central rod part, the inner end surface of the branch rod part is set as coupled with the peripheral side surface of one of the spoke rod parts, the central rod part, the spoke rod parts, and the branch rod parts are respectively set as embeddedly coupled with the filling body, the end of the central rod part is set as embeddedly coupled with the formwork along the longitudinal center line of the formwork, and the outer end surface of the spoke rod part and the outer end surface of the branch rod part are respectively set as corresponding to the internal corners of the formwork.
[0021] The application designs that the central rod part, the spoke rod parts, and the branch rod parts are respectively set as rod bodies, and the spoke rod parts are set as spacedly arranged along the longitudinal center line of the central rod part, and the branch rod parts are set as spacedly arranged along the peripheral contour line of one of the spoke rod parts.
[0022] The technical effects of the above two technical solutions are that the branch framework internally supports the filling body, and the overall strength of the filling body is improved.
[0023] The application designs that the formwork and the filling body are set as distributed in a mold pouring forming mode, and the formwork, the filling body, and the framework are set as distributed in an internal frame body mode.
[0024] The application designs a formwork, which is provided with a box part, an outer plate part, a groove part and an inner plate part, and the lower open front and rear wall end faces of the box part are connected with the inner end end faces of the outer plate part; the groove part is connected with the lower shrinkage body of the inner plate part in a containing manner, and the inner side faces of the wall bodies of the groove part are connected with the lower shrinkage body side faces of the inner plate part; the upper open end faces of the groove part are connected with the step faces of the inner plate part, and an open groove body is arranged in the upper end faces of the inner plate part; the box part is connected with the upper end of the groove part and the inner plate part in a containing manner, and the upper end end faces of the inner plate part are connected with the inner end end faces of the upper wall of the box part in a contact manner; the outer plate part is connected with the side faces of the groove part in a blocking manner; and the box part and the groove part are connected with the filling body in a containing manner.
[0025] The technical effect of the above technical solution is that the split prefabricated formwork is made by casting with ultra-high performance concrete (UHPC).
[0026] The application designs that the box part is provided with a box body formed by the setting of ultra-high performance concrete (UHPC), vertical containing groove bodies are arranged in the front and rear side faces of the box part, a leakage hole body I is arranged in the upper end faces of the box part, a leakage hole body II is arranged in the upper end face corners of the box part, and a sunken containing groove body is arranged on the upper end faces of the box part.
[0027] The application designs that the outer plate part is provided with a sheet body formed by the setting of ultra-high performance concrete (UHPC).
[0028] The technical effects of the above two technical solutions are that the upper part of the box formwork is realized.
[0029] The application designs that the groove part is provided with a groove body formed by the setting of ultra-high performance concrete (UHPC). The application designs that the inner plate part is provided with a sheet body formed by the setting of ultra-high performance concrete (UHPC), and the open groove body is provided with a V-shaped open body.
[0030] The technical effects of the above two technical solutions are that the lower part of the groove formwork is realized.
[0031] The application designs a reservoir heavy chain block device forming method based on a prefabricated formwork, and the steps are as follows: the formwork is used to realize the grouting mold box shell of the reservoir heavy chain block obtained by the casting method, the filling body is used to realize the core body of the reservoir heavy chain block obtained by the cement paste setting method, and the prefabricated formwork is installed and the reservoir heavy chain block is prepared by adding the weight body in the construction site.
[0032] The technical effect of the above technical solution is that the technical features of the prefabricated formwork installed and the reservoir heavy chain block prepared by adding the weight body in the construction site are highlighted, and the application in the technical field of the reservoir heavy chain block device forming method based on the prefabricated formwork is introduced.
[0033] The application designs, and the steps are as follows: the outer end faces of the spoke rods and the outer end faces of the branch rods are distributed according to the internal corners of the mold shell, the inner end faces of the spoke rods are welded with the peripheral side faces of the central rod, and the inner end faces of the branch rods are welded with the peripheral side faces of one of the spoke rods, so as to obtain the framework, the framework is placed in the intermediate casting mold with the cavities corresponding to the mold shell, the mold material is injected into the intermediate casting mold, and the mold shell inner mold body with the framework is obtained, the mold shell inner mold body is placed in the expansion casting mold with the cavities corresponding to the mold shell, the ultra-high performance concrete (UHPC) is injected into the expansion casting mold, the intermediate body of the mold shell is obtained, the intermediate body of the mold shell is subjected to Foundry wax mold material heating and discharging, the mold shell with the framework is obtained, when the reservoir heavy chain block is installed, the mold shell with the framework is transported, the adjacent mold shells are placed in the vertical containing groove body, the mold shells are arranged and installed on the work station, the self-compacting concrete or micro-expansion concrete is poured into the mold shell with the framework through the leakage hole body I, the air in the mold shell is released through the leakage hole body II, when the self-compacting concrete or micro-expansion concrete in the mold shell with the framework is in a full state, the self-compacting concrete or micro-expansion concrete on the leakage hole body I and the leakage hole body II is smoothed, and the reservoir heavy chain block device is obtained. Foundry wax Foundry wax mold material heating and discharging, the mold shell with the framework is obtained, when the reservoir heavy chain block is installed, the mold shell with the framework is transported, the adjacent mold shells are placed in the vertical containing groove body, the mold shells are arranged and installed on the work station, the self-compacting concrete or micro-expansion concrete is poured into the mold shell with the framework through the leakage hole body I, the air in the mold shell is released through the leakage hole body II, when the self-compacting concrete or micro-expansion concrete in the mold shell with the framework is in a full state, the self-compacting concrete or micro-expansion concrete on the leakage hole body I and the leakage hole body II is smoothed, and the reservoir heavy chain block device is obtained.
[0034] The above technical scheme has the technical effect that the reservoir heavy chain block made of the integral prefabricated mold is operated.
[0035] The application designs the steps as follows: the upper body casting mold of the mold shell is made according to the upper body core piece of the mold shell composed of the box part and the outer plate part, the ultra-high performance concrete (UHPC) is injected into the upper body casting mold of the mold shell, the upper body of the mold shell is obtained, the lower body casting mold of the mold shell is made according to the lower body core piece of the mold shell composed of the groove part with the open groove body and the inner plate part, the ultra-high performance concrete (UHPC) is injected into the lower body casting mold of the mold shell, the lower body of the mold shell with the open groove body is obtained, when the reservoir heavy chain block is installed, the lower body of the mold shell with the open groove body is transported, the lower body of the mold shell with the open groove body is arranged and installed on the work station, the box part is buckled on the groove part and the inner plate part, the upper end surface of the inner plate part is in contact with the inner end surface of the upper wall of the box part, the outer plate part seals the side port of the groove part, the glass fiber strip is inserted between the lower opening of the box part and the outer side surface of the groove part, so that the mold shell is obtained, the adjacent mold shells are placed in the vertical containing groove body, the self-compacting concrete or the micro-expansion concrete is poured into the box part and the groove part through the leakage hole body I, the air in the box part and the groove part is released through the leakage hole body II, the self-compacting concrete or the micro-expansion concrete flows in the box part and the groove part through the open groove body, when the self-compacting concrete or the micro-expansion concrete is in the full position state in the box part and the groove part, the self-compacting concrete or the micro-expansion concrete on the leakage hole body I and the leakage hole body II is smoothed, so that the reservoir heavy chain block device is prepared.
[0036] The technical effect of the above technical scheme is that the reservoir heavy chain block prepared by the split prefabricated mold is operated.
[0037] In the technical scheme, the mold shell and the filling body are basic components and necessary technical features of the application, the framework is a functional component and a feature for realizing other technical effects of the application, and the design of the vertical containing groove body, the leakage hole body I, the leakage hole body II, the sinking containing groove body, the horizontal inclined surface body, the center rod part, the spoke rod part, the branch rod part, the box part, the outer plate part, the groove part, the inner plate part and the open groove body is a technical feature in line with the Patent Law and its implementing regulations.
[0038] In the technical scheme, the installation of the prefabricated mold and the filling of the weight body to prepare the reservoir heavy chain block in the construction site is realized by the mold shell.
[0039] In the technical scheme, the mold shell and the filling body are important technical features, and have novelty, creativity and practicality in the technical field of the reservoir heavy chain block device and the forming method based on the prefabricated mold shell, and the terms in the technical scheme can be explained and understood by using the patent documents in the technical field. BRIEF DESCRIPTION OF DRAWINGS
[0040] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings needed to be used in the embodiments or prior art description. Obviously, the drawings in the following description only constitute some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained from these drawings without creative labor.
[0041] Figure 1 Figure 1 is a schematic view of one of the first embodiments of the reservoir heavy chain block device based on prefabricated formwork of the present application, Figure 2 Figure 2 is a right view of Figure 1, Figure 1 Figure 3 Figure 3 is a schematic view of one of the first embodiments of the reservoir heavy chain block device based on prefabricated formwork of the present application, Figure 4 Figure 4 is a schematic view of three of the first embodiments of the reservoir heavy chain block device based on prefabricated formwork of the present application, Figure 5 Figure 5 is a right view of Figure 4, Figure 4 Formwork-1, filling body-2, skeleton-3, vertical receiving groove body-10, leakage hole body I-11, leakage hole body II-12, sinking receiving groove body-13, horizontal inclined surface body-14, center rod part-31, spoke rod part-32, branch rod part-33, box part-15, outer plate part-16, groove part-17, inner plate part-18, open groove body-19. DETAILED DESCRIPTION
[0042] According to the examination guidelines, the terms such as "have", "contain" and "include" used in the present application should be understood as not excluding the presence or addition of one or more other elements or combinations thereof.
[0043] In the description of the present application, it should be noted that the orientations or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application. In addition, the terms "first", "second", "third" are only for description purposes and cannot be understood as indicating or implying relative importance.
[0044] In the description of the present application, it should be noted that unless otherwise explicitly specified and limited, the terms "mounting", "connection", "linking" should be understood in a broad sense, for example, it can be fixed connection, or detachable connection, or integral connection; it can be mechanical connection, or electrical connection; it can be direct connection, or indirect connection through intermediate medium, or internal communication of two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.
[0045] In addition, the technical features involved in the different embodiments of the present application described below can be combined with each other as long as there is no conflict, and in addition, the equipment and materials used in the following examples are commercially available, and unless otherwise specified, the processing conditions are improved according to the conventional method in the art.
[0046] The technical solutions in the embodiments of the present application will be described clearly and completely in the following with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present application, not all. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.
[0047] A reservoir heavy chain block device based on prefabricated formwork, Figure 1 As one of the first embodiments of the present application, the present embodiment will be specifically described with reference to the accompanying drawings, which comprises a formwork 1, a filling body 2 and a framework 3, and the filling body 2 is arranged in the formwork 1, and the framework 3 is arranged in the filling body 2.
[0048] As the second of the first embodiments of the present application, the present embodiment will be specifically described with reference to the accompanying drawings, In the present embodiment, vertical receiving groove 10 is arranged in the middle of the front and rear sides of the formwork 1, and the leakage hole body I 11 is arranged in the middle of the upper end surface of the formwork 1, the leakage hole body II 12 is arranged in the corner of the upper end surface of the formwork 1, and the sunken receiving groove 13 is arranged on the upper end surface of the formwork 1, the horizontal inclined surface body 14 is arranged in the middle of the front and rear sides of the formwork 1, the vertical receiving groove 10 is arranged in the receiving type connection with the adjacent formwork 1, and the formwork 1 is arranged in the receiving type connection with the filling body 2.
[0049] Through the formwork 1, the support connection point of the filling body 2 is formed, the connection with the filling body 2 is realized by the formwork 1, the connection with the adjacent formwork 1 is realized by the vertical accommodating groove body 10, the injection treatment of the raw material of the filling body 2 is realized by the leakage hole body I 11, the air discharge treatment of the formwork 1 is realized by the leakage hole body II 12, and the structural process treatment of the formwork 1 is realized by the sinking accommodating groove body 13 and the transverse inclined surface body 14, and the technical purpose is to serve as a support carrier for the filling body 2.
[0050] In the embodiment, the formwork 1 is set to be a box-shaped body with an inverted chevron-shaped longitudinal section condensed by ultra-high performance concrete UHPC, the vertical accommodating groove body 10 is set to be a chevron-shaped opening body with an inclined longitudinal part, the leakage hole body I 11 and the leakage hole body II 12 are respectively set to be hole-shaped bodies, and the sinking accommodating groove body 13 is set to be a four-sided tapered blind hole body, and the transverse inclined surface body 14 is set to be a transition inclined surface.
[0051] The technical purpose is to serve as a formwork for in-situ pouring of a reservoir heavy interlocking block device.
[0052] In the embodiment, the filling body 2 is set to be a self-compacting concrete or micro-expansion concrete condensate corresponding to the inner cavity of the formwork 1, and the filling body 2 is set to be embeddedly coupled with the formwork 1, the surface of the filling body 2 is set to be contactly coupled with the formwork 1, and the filling body 2 is set to be accommodatively coupled with the framework 3.
[0053] Through the filling body 2, the support connection point of the formwork 1 and the framework 3 is formed, the connection with the formwork 1 is realized by the filling body 2, and the connection with the framework 3 is realized, and the technical purpose is to serve as a support carrier for the framework 3.
[0054] In the embodiment, the framework 3 is set to contain a central rod part 31, a spoke rod part 32, and a branch rod part 33, the inner end face of the spoke rod part 32 is set to be coupled with the peripheral side face of the central rod part 31, the inner end face of the branch rod part 33 is set to be coupled with the peripheral side face of one of the spoke rod parts 32, and the central rod part 31, the spoke rod part 32, and the branch rod part 33 are respectively set to be embeddedly coupled with the filling body 2, the central rod part 31 is set to be distributed along the longitudinal center line of the formwork 1, and the end of the central rod part 31 is set to be embeddedly coupled with the formwork 1, and the outer end face of the spoke rod part 32 and the outer end face of the branch rod part 33 are respectively set to be distributed corresponding to the internal corners of the formwork 1.
[0055] Through the framework 3, the support connection point of the formwork 1 and the filling body 2 is formed, the connection with the formwork 1 is realized by the central rod part 31, the spoke rod part 32, and the branch rod part 33, and the connection with the filling body 2 is realized, and the technical purpose is to serve as a component for increasing the strength of the filling body 2.
[0056] In the embodiment, the center rod part 31, the spoke rod part 32 and the branch rod part 33 are respectively arranged as a rod-shaped body, and the spoke rod part 32 is arranged as an interval distribution along the longitudinal center line of the center rod part 31, and the branch rod part 33 is arranged as an interval distribution along the peripheral contour line of one of the spoke rod part 32.
[0057] The technical purpose is to realize the internal support of the filling body 2 in the branch frame body.
[0058] In the embodiment, the formwork 1 and the filling body 2 are arranged as a mold pouring forming mode, and the formwork 1 and the filling body 2 and the framework 3 are arranged as an internal frame body.
[0059] One of the supporting examples of one of the first embodiments of the application, the filling body 2 is arranged as a self-compacting concrete corresponding to the coagulation body of the inner cavity of the formwork 1.
[0060] One of the supporting examples of one of the first embodiments of the application, the filling body 2 is arranged as a micro-expansion concrete corresponding to the coagulation body of the inner cavity of the formwork 1.
[0061] The application is further described in combination with the embodiments below, and the following embodiments are intended to illustrate the application rather than further limit the application.
[0062] A reservoir heavy chain block device forming method based on a prefabricated formwork, one of the first embodiments of the application, the steps are: according to the outer end face of the spoke rod part 32 and the outer end face of the branch rod part 33 corresponding to the internal corner of the formwork 1, the inner end face of the spoke rod part 32 and the peripheral side of the center rod part 31 are welded, the inner end face of the branch rod part 33 and the peripheral side of one of the spoke rod part 32 are welded, so as to obtain the framework 3, the framework 3 is placed in the intermediate casting mold with the cavity corresponding to the formwork 1, the Foundry wax The mold raw material is injected into the intermediate casting mold to obtain the inner mold body of the formwork 1 with the framework 3, the inner mold body of the formwork 1 is placed in the expansion casting mold with the cavity corresponding to the formwork 1, the ultra-high performance concrete UHPC is injected into the expansion casting mold to obtain the intermediate body of the formwork 1, the intermediate body of the formwork 1 is Foundry waxThe mold raw material is heated and discharged to obtain the mold shell 1 with the framework 3. When the reservoir heavy chain block is installed, the mold shell 1 with the framework 3 is transported, the adjacent mold shell 1 is placed into the vertical containing groove 10, the mold shell 1 is arranged and installed on the work station, the self-compacting concrete or the micro-expansion concrete is poured into the mold shell 1 with the framework 3 through the leakage hole body I 11, the air in the mold shell 1 is released through the leakage hole body II 12, and when the self-compacting concrete or the micro-expansion concrete is in the full position in the mold shell 1 with the framework 3, the self-compacting concrete or the micro-expansion concrete on the leakage hole body I 11 and the leakage hole body II 12 is smoothed, so that the reservoir heavy chain block device is prepared.
[0063] A reservoir heavy chain block device based on a prefabricated mold shell, Figure 4 For the third of the first embodiment of the present application, the mold shell 1 is arranged to include the box part 15, the outer plate part 16, the groove part 17 and the inner plate part 18, and the lower open front and back wall end faces of the box part 15 are arranged to be coupled with the inner end end faces of the outer plate part 16, the groove part 17 is arranged to be coupled with the lower shrink body containing type of the inner plate part 18, and the wall body inner side face of the groove part 17 is arranged to be coupled with the lower shrink body side face of the inner plate part 18, the upper open end face of the groove part 17 is arranged to be coupled with the step face of the inner plate part 18, and the opening groove 19 is arranged in the upper end face of the inner plate part 18, the box part 15 is arranged to be contained with the upper end of the groove part 17 and the inner plate part 18, and the upper end face of the inner plate part 18 is arranged to be contact-coupled with the upper wall inner end face of the box part 15, the outer plate part 16 is arranged to be port-plugged with the side face of the groove part 17, and the box part 15 and the groove part 17 are arranged to be contained with the filling body 2.
[0064] In the embodiment, the box part 15 is arranged to be a box-shaped body condensed by the ultra-high performance concrete UHPC, the vertical containing groove 10 is arranged in the front and back side faces of the box part 15, the leakage hole body I 11 is arranged in the upper end face of the box part 15, the leakage hole body II 12 is arranged in the upper end face corner of the box part 15, and the sunken containing groove 13 is arranged on the upper end face of the box part 15.
[0065] In the embodiment, the outer plate part 16 is arranged to be a sheet-shaped body condensed by the ultra-high performance concrete UHPC.
[0066] The technical purpose is to realize the upper part of the mold shell 1 composed of the box part 15 and the outer plate part 16.
[0067] In the embodiment, the groove part 17 is arranged to be a groove-shaped body condensed by the ultra-high performance concrete UHPC, In the embodiment, the inner plate part 18 is arranged to be a sheet-shaped body condensed by the ultra-high performance concrete UHPC, and the opening groove 19 is arranged to be a V-shaped opening body.
[0068] The technical purposes are to realize the lower part of the formwork 1 composed of the groove part 17 and the inner plate part 18.
[0069] The forming method of the reservoir heavy interlocking block device based on the prefabricated formwork, the third embodiment of the first embodiment of the present application, the steps are: according to the upper part of the formwork 1 composed of the box part 15 and the outer plate part 16, the core part of the upper part of the formwork 1 is made, the ultra-high performance concrete UHPC is injected into the upper part of the formwork 1, the upper part of the formwork 1 is obtained, according to the core part of the lower part of the formwork 1 composed of the groove part 17 with the open groove body 19 and the inner plate part 18, the lower part of the formwork 1 is made, the ultra-high performance concrete UHPC is injected into the lower part of the formwork 1, the lower part of the formwork 1 with the open groove body 19 is obtained, When the reservoir heavy interlocking block is installed, the lower part of the formwork 1 with the open groove body 19 is transported, the lower part of the formwork 1 with the open groove body 19 is arranged and installed on the work station, the box part 15 is buckled on the groove part 17 and the inner plate part 18, the upper end face of the inner plate part 18 is in contact with the inner end face of the upper wall of the box part 15, the outer plate part 16 is blocked to the side face port of the groove part 17, the glass fiber strip is inserted between the lower opening of the box part 15 and the outer side face of the groove part 17, so that the formwork 1 is obtained, the adjacent formwork 1 is placed in the vertical containing groove body 10, the self-compacting concrete or the micro-expansion concrete is poured into the box part 15 and the groove part 17 through the leakage hole body I 11, the air in the box part 15 and the groove part 17 is released through the leakage hole body II 12, the self-compacting concrete or the micro-expansion concrete flows in the box part 15 and the groove part 17 through the open groove body 19, when the self-compacting concrete or the micro-expansion concrete in the box part 15 and the groove part 17 is in the full position, the self-compacting concrete or the micro-expansion concrete on the leakage hole body I 11 and the leakage hole body II 12 is smoothed, so that the reservoir heavy interlocking block device is obtained.
[0070] In the verification of the present application, the inventors abandoned the prior art feature of directly using concrete mortar as raw material to make blocks, which increases the difficulty of carrying weight, and first proposed the technical feature of installing prefabricated molds and adding weight bodies in the construction site to make heavy chain blocks for reservoirs, which achieved the first unexpected technical effect: realizing the formation of heavy chain blocks for reservoirs by prefabricated molds, improving the manufacturing precision of heavy chain blocks for reservoirs, achieving the second unexpected technical effect: realizing the use of ultra-high performance concrete (UHPC) as the casting raw material of prefabricated molds, improving the corrosion and sun protection performance of heavy chain blocks for reservoirs, improving the combination performance with the filling body 2, achieving the third unexpected technical effect: realizing the use of the mold shell 1 to obtain the overall prefabricated mold, ensuring the integrity of the heavy chain blocks for reservoirs, improving the overall strength of the heavy chain blocks for reservoirs, achieving the fourth unexpected technical effect: realizing the internal treatment of the mold shell 1 by the filling body 2, improving the filling performance of the mold shell 1, realizing the all-round surface combination with the mold shell 1, achieving the fifth unexpected technical effect: realizing the internal support of the filling body 2 by the skeleton 3, improving the filling amount of the filling body 2 to the internal corners of the mold shell 1, preventing the corners of the mold shell 1 from collapsing, extending the service life of the heavy chain blocks for reservoirs, achieving the sixth unexpected technical effect: realizing the use of the box part 15, the outer plate part 16, the groove part 17 and the inner plate part 18 to obtain the split prefabricated mold, no longer using the skeleton 3, optimizing the manufacturing operation of the heavy chain blocks for reservoirs, achieving the seventh unexpected technical effect: realizing the internal distribution of the ultra-high performance concrete (UHPC) body, realizing the one-piece concrete mortar body manufacturing of the heavy chain blocks for reservoirs, preventing the metal body from being immersed in the water and rusting, and realizing the friendly state with the reservoir.
[0071] In the second embodiment of the present application, the mold shell 1 and the filling body 2 are connected to each other in the manner of installing prefabricated molds and adding weight bodies in the construction site to make heavy chain blocks for reservoirs.
[0072] In this embodiment, the mold shell 1 and the filling body 2 are connected in the manner of obtaining the grouting mold box shell of the heavy chain blocks for reservoirs by the casting method.
[0073] In this embodiment, the ultra-high performance concrete (UHPC) is integrated on the mold shell 1 as the casting raw material of the prefabricated mold.
[0074] In this embodiment, the first accessory tying device is also included and is arranged in the filling body 2, and the first accessory tying device is arranged as the skeleton 3.
[0075] The second embodiment of the present application is based on the first embodiment, The second embodiment of the present application is based on the first embodiment, and the steps are as follows: the mold shell 1 realizes the grouting mold box shell of the reservoir heavy chain block obtained by the casting method, the filling body 2 realizes the core of the reservoir heavy chain block obtained by the cement slurry setting method, and the installation of the prefabricated mold body and the injection of the weight body to obtain the reservoir heavy chain block are realized on the construction site.
[0076] The second embodiment of the present application is based on the first embodiment, The present application has the following characteristics: 1. Due to the design of the mold shell 1 and the filling body 2, the mold shell 1 realizes the grouting mold box shell of the reservoir heavy chain block obtained by the casting method, the filling body 2 realizes the core of the reservoir heavy chain block obtained by the cement slurry setting method, and the installation of the prefabricated mold body and the injection of the weight body to obtain the reservoir heavy chain block are realized on the construction site, which solves the technical problem of increasing the weight of the block made of concrete mortar as raw material, and improves the installation efficiency of the reservoir heavy chain block device.
[0077] 2. Due to the design of the mold shell 1, the support strength is increased by using ultra-high performance concrete UHPC.
[0078] 3. Due to the design of the skeleton 3, the strength of the reservoir heavy chain block is increased.
[0079] 4. The numerical range of the structure shape is limited, which is a technical feature in the technical scheme of the present application, not obtained by formula calculation or a limited number of tests. Tests show that the technical feature of the numerical range has achieved good technical effect.
[0080] 5. Due to the design of the technical features of the present application, the performance indicators of the present application are at least 1.7 times of the existing performance indicators, and the market value is good through evaluation.
[0081] Other technical features of the mold shell 1 and the filling body 2 for installing the prefabricated mold body and injecting the weight body to obtain the reservoir heavy chain block on the construction site are also embodiments of the present application, and the technical features of the above-mentioned embodiments can be combined arbitrarily. In order to meet the requirements of the Patent Law, the Patent Implementation Details and the Examination Guidelines, the embodiments of all possible combinations of the technical features in the above-mentioned embodiments are not described.
[0082] The above embodiment is only one implementation form of the reservoir heavy chain block device and forming method based on the prefabricated formwork provided by the present application. Other variations of the scheme provided by the present application, increase or decrease the features or steps therein, or use the present application in other technical fields close to the present application, all belong to the protection scope of the present application.
Claims
1. A heavy-duty interlocking building block device for a reservoir based on a prefabricated formwork, characterized by: The invention comprises a formwork (1) having a cavity for injecting concrete slurry, and a filling body (2) arranged in the formwork (1).
2. The heavy-duty interlocking building block device for reservoirs based on prefabricated formwork according to claim 1 is characterized in that: The formwork (1) and the filling body (2) are connected to each other in a manner of installing a prefabricated mold body and adding weight to obtain a heavy interlocking building block for a reservoir at a construction site.
3. The heavy-duty interlocking building block device for reservoirs based on prefabricated formwork according to claim 2 is characterized in that: The mold shell (1) and the filling body (2) are connected in the manner of obtaining a grouting mold box shell of a heavy interlocking building block for a reservoir by a casting method.
4. The heavy-duty interlocking building block device for reservoirs based on prefabricated formwork according to claim 1 is characterized by: According to the technical characteristics of ultra-high performance concrete UHPC as a precast mold specific casting raw material, it is integrated on the mold shell (1). Alternatively, a first accessory tying device is further included and the first accessory tying device is arranged in the filling body (2), and the first accessory tying device is arranged as a skeleton (3).
5. The heavy-duty interlocking building block device for reservoirs based on prefabricated formwork according to claim 4 is characterized by: A filling body (2) is arranged in the mold shell (1), and a skeleton (3) is arranged in the filling body (2).
6. The heavy-duty interlocking building block device for reservoirs based on prefabricated formwork according to claim 5 is characterized by: A vertical receiving groove (10) is provided in the middle of the front and rear side surfaces of the mold shell (1), and a leakage hole body I (11) is provided in the middle of the upper end surface of the mold shell (1), a leakage hole body II (12) is provided at the corner of the upper end surface of the mold shell (1), and a sunken receiving groove body (13) is provided on the upper end surface of the mold shell (1), and a transverse inclined surface body (14) is provided in the middle of the front and rear side surfaces of the mold shell (1), the vertical receiving groove body (10) is provided to be connected in a receiving manner with the adjacent mold shell (1), and the mold shell (1) is provided to be connected in a receiving manner with the filling body (2). Alternatively, the formwork (1) is configured as a box-shaped body having an inverted convex longitudinal cross-section and a box wall solidified from ultra-high performance concrete (UHPC), and the vertical receiving tank body (10) is configured as a convex opening body having an inclined longitudinal portion, the leakage hole body I (11) and the leakage hole body II (12) are respectively configured as hole-shaped bodies, and the sunken receiving tank body (13) is configured as a four-sided conical blind hole body, and the transverse inclined surface body (14) is configured as a transition inclined surface. Alternatively, the filling body (2) is configured as a solidified body of self-compacting concrete or micro-expansive concrete corresponding to the inner cavity of the formwork (1), and the filling body (2) is configured to be embedded in the formwork (1), the surface of the filling body (2) is configured to be in contact with the formwork (1), and the filling body (2) is configured to be accommodated in the skeleton (3). Alternatively, the skeleton (3) is configured to include a central rod portion (31), a spoke rod portion (32) and a branch rod portion (33), and the inner end surface of the spoke rod portion (32) is configured to be connected to the peripheral side surface of the central rod portion (31), the inner end surface of the branch rod portion (33) is configured to be connected to the peripheral side surface of one of the spoke rod portions (32), and the central rod portion (31), the spoke rod portion (32) and the branch rod portion (33) are respectively configured to be embedded in the filling body (2), the central rod portion (31) is configured to be distributed along the longitudinal center line of the mold shell (1), and the end of the central rod portion (31) is configured to be embedded in the mold shell (1), and the outer end surface of the spoke rod portion (32) and the outer end surface of the branch rod portion (33) are respectively configured to be distributed corresponding to the inner corner of the mold shell (1). Alternatively, the central rod portion (31), the spoke rod portion (32) and the branch rod portion (33) are respectively configured as rod-shaped bodies, and the spoke rod portion (32) is configured to be arranged and distributed at intervals along the longitudinal center line of the central rod portion (31), and the branch rod portion (33) is configured to be arranged and distributed at intervals along the peripheral contour line of one of the spoke rod portions (32).
7. The heavy-duty interlocking building block device for a reservoir based on a prefabricated formwork according to any one of claims 1 to 6, characterized in that: The mold shell (1) and the filling body (2) are arranged to be distributed in a manner of mold casting, and the mold shell (1), the filling body (2) and the skeleton (3) are arranged to be distributed in a manner of built-in frame.
8. The heavy-duty interlocking building block device for reservoirs based on prefabricated formwork according to claim 1 is characterized by: The mold shell (1) is configured to include a box portion (15), an outer plate portion (16), a groove portion (17) and an inner plate portion (18), and the lower open front and rear wall end faces of the box portion (15) are configured to be connected to the inner end face of the outer plate portion (16), the groove portion (17) is configured to be accommodatingly connected to the lower contraction body of the inner plate portion (18), and the inner side face of the wall of the groove portion (17) is configured to be connected to the lower contraction body side face of the inner plate portion (18), and the upper open end face of the groove portion (17) is configured to be connected to the inner plate portion (18). The step surface is connected and an open groove body (19) is provided in the middle of the upper end face of the inner plate portion (18); the box portion (15) is provided to be connected in an accommodating manner with the upper end of the groove portion (17) and the inner plate portion (18); and the upper end face of the inner plate portion (18) is provided to be connected in a contacting manner with the inner end face of the upper wall of the box portion (15); the outer plate portion (16) is provided to be connected in a blocking manner with the side port of the groove portion (17); the box portion (15) and the groove portion (17) are respectively provided to be connected in an accommodating manner with the filling body (2); Alternatively, the box portion (15) is configured as a box-shaped body with a box wall solidified from ultra-high performance concrete (UHPC), a vertical receiving trough (10) is provided in the middle of the front and rear side surfaces of the box portion (15), a leakage hole body I (11) is provided in the middle of the upper end surface of the box portion (15), a leakage hole body II (12) is provided at the corner of the upper end surface of the box portion (15), and a sunken receiving trough body (13) is provided on the upper end surface of the box portion (15), Alternatively, the outer plate (16) is configured as a sheet-like body solidified from ultra-high performance concrete (UHPC). Alternatively, the groove portion (17) is configured to be a U-shaped groove body solidified from ultra-high performance concrete UHPC. Alternatively, the inner plate portion (18) is configured as a sheet-like body solidified from ultra-high performance concrete (UHPC), and the open trough (19) is configured as a V-shaped open body.
9. A method for forming a heavy-duty interlocking building block device for a reservoir based on a prefabricated formwork, characterized in that the steps are: The mold shell (1) is used to obtain a grouting mold box shell of a heavy-duty interlocking building block for a reservoir by a casting method, and the filling body (2) is used to obtain a core body of the heavy-duty interlocking building block for a reservoir by a cement slurry coagulation method, thereby achieving the installation of a prefabricated mold body and the filling and weighting of the heavy-duty interlocking building block at a construction site.
10. The method for forming a heavy-duty interlocking building block device for a reservoir based on a prefabricated formwork according to claim 1, characterized in that the steps are: According to the distribution of the outer end faces of the spoke rods (32) and the outer end faces of the branch rods (33) corresponding to the inner corners of the mold shell (1), the inner end faces of the spoke rods (32) are welded to the peripheral side faces of the central rod (31), and the inner end faces of the branch rods (33) are welded to the peripheral side faces of one of the spoke rods (32), thereby manufacturing the skeleton (3), placing the skeleton (3) in an intermediate casting mold having a cavity corresponding to the mold shell (1), and Casting wax The mold material is injected into the intermediate casting mold to obtain an inner mold body of the mold shell (1) having a skeleton (3), the inner mold body of the mold shell (1) is placed in an extended casting mold having a cavity corresponding to the mold shell (1), and ultra-high performance concrete UHPC is injected into the extended casting mold to obtain an intermediate body of the mold shell (1), and the intermediate body of the mold shell (1) is subjected to Casting wax The mold material is heated and discharged to obtain a mold shell (1) with a skeleton (3). When installing the heavy-duty interlocking building blocks for the reservoir, the mold shell (1) with the skeleton (3) is transported so that adjacent mold shells (1) are placed in the vertical receiving trough (10). The mold shells (1) are arranged and installed on the work station. Self-compacting concrete or micro-expansion concrete is poured into the mold shell (1) with the skeleton (3) through the leakage hole body I (11). The air in the mold shell (1) is released through the leakage hole body II (12). When the self-compacting concrete or micro-expansion concrete is in a full position in the mold shell (1) with the skeleton (3), the self-compacting concrete or micro-expansion concrete on the leakage hole body I (11) and the leakage hole body II (12) is smoothed, thereby obtaining the heavy-duty interlocking building block device for the reservoir. Or, the steps are: The upper body casting mold of the mold shell (1) is manufactured according to the inner core of the upper body of the mold shell (1) composed of the box part (15) and the outer plate part (16), and the ultra-high performance concrete UHPC is injected into the casting mold of the upper body of the mold shell (1) to obtain the upper body of the mold shell (1). The lower body casting mold of the mold shell (1) is manufactured according to the inner core of the lower body of the mold shell (1) composed of the groove part (17) with the opening groove body (19) and the inner plate part (18), and the ultra-high performance concrete UHPC is injected into the casting mold of the upper body of the mold shell (1) to obtain the upper body of the mold shell (1). UHPC is injected into the casting mold of the lower body of the mold shell (1) to obtain the lower body of the mold shell (1) with an open trough body (19). When the heavy chain blocks of the reservoir are installed, the lower body of the mold shell (1) with an open trough body (19) is transported, and the lower body of the mold shell (1) with an open trough body (19) is arranged and installed on the work station, and the box part (15) is buckled on the trough part (17) and the inner plate part (18) so that the upper end face of the inner plate part (18) is aligned with the upper end face of the inner plate part (18). The inner end faces of the upper walls of the box portion (15) are in contact, so that the outer plate portion (16) blocks the side ports of the groove portion (17), and a glass fiber strip is inserted between the lower opening of the box portion (15) and the outer side surface of the groove portion (17), thereby obtaining a formwork (1), and the adjacent formworks (1) are placed in the vertical receiving groove body (10), and self-compacting concrete or micro-expansion concrete is poured into the box portion (15) and the groove portion (17) through the leak hole body I (11). The box portion (15) and the groove portion ( The air in the box (15) and the groove (17) is released through the leakage hole body II (12) and flows through the open groove body (19) so that the self-compacting concrete or the micro-expansion concrete flows in the box (15) and the groove (17). When the self-compacting concrete or the micro-expansion concrete is full in the box (15) and the groove (17), the self-compacting concrete or the micro-expansion concrete on the leakage hole body I (11) and the leakage hole body II (12) is smoothed, thereby obtaining a heavy-duty interlocking block device for a reservoir.