Foundation pit pouring auxiliary equipment for water conservancy and hydropower construction

By designing a foundation pit pouring auxiliary equipment for water conservancy and hydropower construction, and using sliding splicing and linkage connection components, the stability and installation accuracy of the existing foundation pit formwork system in deep foundation pit construction is solved, and an efficient and safe foundation pit pouring process is achieved.

CN120159052AActive Publication Date: 2025-06-17JILIN YURONG CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202510637858.7
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-05-19
Publication Date
2025-06-17
Estimated Expiration
2045-05-19

AI Technical Summary

Technical Problem

The existing foundation pit formwork system is prone to local buckling deformation or fracture during deep foundation pit construction, and the installation accuracy is difficult to ensure, workers have great safety risks, and transportation efficiency is low in narrow terrain.

Method used

A foundation pit casting auxiliary equipment for water conservancy and hydropower construction is designed, and the upper and lower sliding splicing design is adopted. Through the linkage between the connecting components and the abutting components, a triangular stable frame is formed to realize the autonomous alignment and rigid connection of the template, and an internal prestressed support system is formed by locking the components and auxiliary fixing parts.

Benefits of technology

It realizes high-precision alignment and rigid connection of templates, reduces manual calibration errors, improves operational safety, adapts to narrow terrain transportation, reduces transportation costs, and the template system is lightweight and sustainable.

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Abstract

The invention relates to the technical field of water conservancy construction, in particular to foundation pit pouring auxiliary equipment for water conservancy and hydropower construction. Comprising bases in bilateral symmetry, and the sides, close to each other, of the upper ends of the two bases are fixedly connected with a fixing frame; the lower die plate is slidably connected to the upper end face of the base. The upper mold plates are connected to the fixing frame in a sliding mode, the upper ends, close to one side, of the left upper mold plate and the right upper mold plate are jointly provided with two sets of connecting assemblies which are symmetrical front and back, the connecting assemblies are used for connecting and supporting the left upper mold plate and the right upper mold plate, and abutting assemblies abutting against the lower mold plate are arranged on the connecting assemblies; through the split mounting type formwork, self-balancing locking is matched with threaded locking, the internal prestress is improved, an unlocking structure is rapidly installed, and light weight, high precision and sustainability of a deep foundation pit pouring formwork system are achieved.
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Description

Technical Field

[0001] The present invention relates to the technical field of water conservancy construction, and particularly to an auxiliary device for foundation pit pouring in water conservancy and hydropower construction. Background Art

[0002] In the construction of water conservancy and hydropower projects, foundation pit excavation and concrete pouring are the core links of basic construction, and their quality is directly related to the stability and safety of the main structures such as dams and power station buildings. In the traditional foundation pit pouring process, as a key component of the formed concrete structure, the design, installation and removal efficiency of the formwork system have a significant impact on the construction period and cost.

[0003] However, the following technical bottlenecks have gradually emerged in the foundation pit formwork system in the prior art in engineering practice, seriously restricting the improvement of construction efficiency and the optimization of project quality: 1. For the currently widely used steel or wooden integral formwork, in deep foundation pit construction, due to the huge lateral pressure generated by concrete pouring and the extrusion of soil, the formwork is prone to local buckling deformation or even fracture; 2. When assembling the integral formwork on site, multiple workers need to work at height to tighten bolts and calibrate positions. Not only is it difficult to ensure the installation accuracy, but there are also certain potential safety hazards for workers; 3. The size of the monolithic formwork usually matches the designed cross-section of the foundation pit, and large equipment is required for transportation. For special terrains such as narrow mountainous areas or tunnels, the formwork transfer efficiency is low, affecting the operation efficiency. Summary of the Invention

[0004] The present invention provides an auxiliary device for foundation pit pouring to solve the problems of the foundation pit formwork system in related technologies.

[0005] The present invention provides an auxiliary device for foundation pit pouring in water conservancy and hydropower construction, including: symmetric bases on the left and right, a fixing frame fixedly connected to the close sides of the upper ends of the two bases; a lower formwork slidably connected to the upper end surface of the base; an upper formwork slidably connected to the fixing frame. On the upper ends of the close sides of the left and right upper formworks, there are symmetrically arranged two groups of connecting components in the front and back. The connecting components are used to connect and support the left and right upper formworks, and a abutting component abutting against the lower formwork is arranged on the connecting components; wherein, the connecting components include hinge seats fixedly connected to the relatively close upper sides of the left and right upper formworks, a connecting rod is hinged to the hinge seats, and the other sides of the two connecting rods away from the hinge seats are jointly hinged to the connecting seat; two symmetrically arranged auxiliary fixing parts in the front and back are jointly connected to the connecting components and the abutting components, and are used to synchronously lock the connecting components and the abutting components in the same group; locking components are jointly arranged on the front and back sides of the lower formwork and the upper formwork, and are used to lock after the lower formwork and the upper formwork are spliced.

[0006] In a possible implementation manner, horizontal sliding grooves are symmetrically formed in the front and rear of the upper end surface of the base. Arc-shaped slopes are arranged on both the left and right sides inside the horizontal sliding grooves. Two symmetrically arranged clamping seats are jointly provided at the upper ends of the left and right lower templates near one side. The bottom end of the lower template is fixedly connected with a T-shaped slider, and scraper plates are fixedly connected to both the left and right sides of the T-shaped slider.

[0007] In a possible implementation manner, a vertical sliding groove is formed on the side of the fixing frame close to the upper template. A sliding block is fixedly connected to the side of the upper template close to the fixing frame. A docking blind hole is formed in the lower part of the side of the upper template close to the fixing frame, and a limiting member is arranged at the lower part of the fixing frame.

[0008] In a possible implementation manner, the limiting member includes a limiting through hole formed at the lower end of the fixing frame close to it and a limiting screw threadedly connected in the limiting through hole. When the bottom end of the upper template contacts the upper end surface of the base, the position of the limiting screw corresponds to that of the docking blind hole.

[0009] In a possible implementation manner, rectangular grooves are symmetrically formed in the front and rear of the upper end surfaces of the lower template and the upper template. Hanging ear seats are fixedly welded in the rectangular grooves, and the height of the hanging ear seats is equal to the depth of the rectangular grooves.

[0010] In a possible implementation manner, the abutting assembly includes: clamping through grooves symmetrically formed in the lower part of the connecting seat; a retaining edge integrally connected to the bottom side of the clamping through groove; a rotating frame clamped in the clamping through groove; the upper part of the rotating frame is in a rectangular frame structure, and the lower part of the rotating frame is in an inverted U-shaped structure; a fixing screw rod movably connected in a limiting hole formed in the middle of the retaining edge; the fixing screw rod penetrates through the retaining edge and is threadedly connected to the upper part of the rotating frame; an abutting long rod slidably connected to the lower part of the rotating frame.

[0011] In a possible implementation manner, the auxiliary fixing part includes: a clamping plate clamped on the upper end of the connecting seat; the clamping plate is in an inverted U-shaped structure; two fixing rods fixedly connected to the bottom end of the clamping plate; the two fixing rods respectively penetrate through a first connection hole formed in the same-side connecting rod and a second connection hole formed in the abutting long rod at the same time.

[0012] In a possible implementation manner, auxiliary blocks fixedly connected to the opposite sides of the two abutting long rods, and through holes corresponding to the second connection holes are formed in the auxiliary blocks.

[0013] In a possible implementation manner, the locking assembly includes a first notch formed at the upper end of the side of the lower template; a second notch formed at the lower end of the side of the upper template; the first notch and the second notch are correspondingly arranged, and the first notch and the second notch form a rectangular groove structure; a connecting plate rotatably connected in the second notch; a threaded docking rod threadedly connected to the connecting plate; a docking hole formed in the first notch.

[0014] One or more of the above technical solutions in the embodiments of the present invention have at least one of the following technical effects: 1. For a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention, a design of upper and lower sliding splicing of the lower template and the upper template is adopted. After modular disassembly, the height of the single-side template is reduced, which is suitable for transportation in narrow terrains (such as tunnels and mountainous areas) without the use of large lifting equipment.

[0015] 2. For a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention, through the linkage design of the connecting component and the abutting component, the hinge seat, the connecting rod and the abutting long rod form a triangular stable framework, realizing the autonomous alignment and rigid connection of the two-side templates, reducing the manual calibration error, and the number of bolts to be tightened is reduced and the height is reduced, improving the operation safety; through the auxiliary fixing part and the locking component, the upper and lower templates are locked in cooperation with the threaded docking rod to form an internal prestress support system.

[0016] 3. For a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention, the template can be quickly unlocked by the limit screw, and the rotating frame and the abutting long rod can be integrally detached, avoiding damage to the template caused by violent disassembly.

[0017] 4. For a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention, through the assembled template, self-balancing locking, threaded locking, improving the internal prestress and rapid installation and unlocking structure, the lightweight, high-precision and sustainable development of the deep foundation pit pouring template system are realized. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 is a first perspective structural schematic diagram of a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention.

[0019] Figure 2 is a partial structural schematic diagram of the lower template and the upper template of a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention.

[0020] Figure 3 is Figure 2 an enlarged view of the structure at L in

[0021] Figure 4 is a structural schematic diagram of the auxiliary fixing part of a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention.

[0022] Figure 5 is a partial cross-sectional view of the structure of the lower template and the base of a foundation pit pouring auxiliary device for water conservancy and hydropower construction provided by the embodiments of the present invention.

[0023] Figure 6 is Figure 5 an enlarged view of the structure at M in

[0024] Figure 7 It is a partial cross-sectional view of the upper template and the fixing frame structure of an auxiliary equipment for foundation pit pouring in water conservancy and hydropower construction provided by an embodiment of the present invention.

[0025] Figure 8 It is a schematic structural diagram of a reciprocating feeding mechanism of an auxiliary equipment for foundation pit pouring in water conservancy and hydropower construction provided by an embodiment of the present invention.

[0026] Figure 9 It is a schematic diagram of the storage state of the lower template and the upper template structure of an auxiliary equipment for foundation pit pouring in water conservancy and hydropower construction provided by an embodiment of the present invention.

[0027] Figure 10 It is a schematic diagram of the state after the lower template and the upper template structures of an auxiliary equipment for foundation pit pouring in water conservancy and hydropower construction provided by an embodiment of the present invention are spliced.

[0028] Figure 11 It is a schematic diagram of the operation scenario of the lower template and the upper template of an auxiliary equipment for foundation pit pouring in water conservancy and hydropower construction provided by an embodiment of the present invention.

[0029] In the figure: 1, base; 11, fixing frame; 111, vertical sliding groove; 112, limiting member; 113, limiting through hole; 114, limiting screw; 12, horizontal sliding groove; 2, lower template; 20, clamping seat; 21, T-shaped slider; 22, shovel plate; 3, upper template; 30, sliding block; 31, connecting component; 311, hinge seat; 312, connecting rod; 313, connecting seat; 32, abutting component; 321, clamping through groove; 322, rotating frame; 323, fixing screw; 324, abutting long rod; 325, auxiliary block; 327, avoiding hole; 4, auxiliary fixing part; 41, clamping plate; 42, fixing rod; 5, locking component; 51, first notch; 52, second notch; 53, connecting plate; 54, threaded docking rod; 55, docking hole; 6, hanging ear seat. Detailed Embodiment

[0030] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and understandable, the following detailed description of the specific embodiments of the present invention will be given with reference to the accompanying drawings. Many specific details are set forth in the following description in order to fully understand the present invention. However, the present invention can be implemented in many other ways different from those described below, and those skilled in the art can make similar improvements without departing from the connotation of the present invention. Therefore, the present invention is not limited by the specific embodiments disclosed below.

[0031] Refer to Figure 1 , Figure 10 and Figure 11, A foundation pit pouring auxiliary device for water conservancy and hydropower construction, including symmetrically arranged bases 1 on the left and right. On one side of the upper ends of the two bases 1 close to each other, there is a fixed frame 11 fixedly connected. On the upper end surface of the base 1, a lower formwork 2 is slidably connected left and right. On the side surface of the fixed frame 11, an upper formwork 3 is slidably connected up and down. On the upper ends of the left and right upper formworks 3 close to one side, there are symmetrically arranged in the front and back two groups of connecting components 31. The connecting components 31 are used to connect and support the left and right upper formworks 3. On the connecting components 31, there is an abutting component 32 abutting on the lower formwork 2. On the same group of connecting components 31 and abutting components 32, there is a common auxiliary fixing part 4 connected. The front and back two auxiliary fixing parts 4 are symmetrically arranged. Each auxiliary fixing part 4 is used to synchronously lock the connecting components 31 and abutting components 32 in the same group. On the front and back side surfaces of the lower formwork 2 and the upper formwork 3, there is a locking component 5. The locking component 5 is used to further lock the lower formwork 2 and the upper formwork 3 after they are spliced up and down.

[0032] Before construction, corresponding small stones are pre-filled in the foundation pit to be poured (for details, refer to Figure 11 ). The small stones are respectively laid on the bottom and two side edges of the foundation pit. This is the prior art and will not be elaborated here. First, the upper formwork 3 is correspondingly spliced on the lower formwork 2. The lower formwork 2 and the upper formwork 3 are assembled into a piece of formwork. It should be noted that on the sides of the lower formwork 2 and the upper formwork 3 far from the concrete pouring, there are multiple reinforcing ribs. For the convenience of description, the lower formwork 2 and the upper formwork 3 on the same side are collectively referred to as a single-sided formwork after assembly. At this time, the connecting component 31 is perpendicular to the upper formwork 3, and the abutting component 32 is in an inclined state and abuts on the corresponding side of the lower formwork 2. The auxiliary fixing part 4 locks the upper formworks 3 on both sides, and the locking component 5 further locks the lower formwork 2 and the upper formwork 3 after they are spliced. Use the existing crane to hoist the two symmetrically arranged single-sided formworks into the foundation pit, and insert the far sides of the two bases 1 into the bottom ends of the sides of the pre-laid small stones, which plays a preliminary positioning role for the single-sided formworks on both sides. There is a certain distance between the single-sided formworks on both sides and the small stones laid on both sides of the foundation pit. Later, the concrete will be directly poured between the small stones and the single-sided formworks to form slope protection. When the concrete is formed, release the locking of the connecting component 31, the abutting component 32 and the auxiliary fixing part 4, and use external force to move the single-sided formworks on both sides towards the middle in turn. Pull the bases 1 out of the bottommost small stones, hoist the single-sided formworks on both sides to the position where the next section needs to be poured, and cycle the above operations.

[0033] Refer to Figure 1 and Figure 2 , On the upper end surfaces of the lower formwork 2 and the upper formwork 3, there are symmetrically arranged rectangular grooves in the front and back. In the rectangular grooves, there are hanging ear seats 6 fixedly welded. The height of the hanging ear seats 6 is equal to the depth of the rectangular grooves.

[0034] It should be noted that the ear hanger seat 6 is matched with the hook model of the external hoisting equipment, which facilitates the hoisting operation of the hoisting equipment in both the storage state and the unfolded state. Moreover, the height of the ear hanger seat 6 is equal to the depth distance of the rectangular groove. When the upper template 3 is assembled on the upper end of the lower template 2, the ear hanger seat 6 will not affect the assembly effect.

[0035] Refer to Figure 5 and Figure 6 , on the front and rear symmetry of the upper end surface of the base 1, horizontal chutes 12 are opened. On the left and right sides inside the horizontal chutes 12, arc-shaped slopes are provided. The bottom end of the lower template 2 is fixedly connected with a T-shaped slider 21, and on the left and right sides of the T-shaped slider 21, scraper plates 22 are fixedly connected.

[0036] Since the base 1 needs to be inserted into the pre-laid small stones in the foundation pit during operation in the foundation pit, some of the stones are too small and will enter the horizontal chute 12. And the lower template 2 slides through the T-shaped slider 21. During the sliding process of the T-shaped slider 21, it will drive the scraper plate 22 to shovel out the small stones in the horizontal chute 12 to avoid affecting the normal sliding of the T-shaped slider 21. The scraper plate 22 is made of rubber and has a certain bending force. When the scraper plate 22 contacts the arc-shaped slope, the bottom of the scraper plate 22 will move along the arc-shaped slope, which is convenient for shoveling out the small stones.

[0037] Refer to Figure 7 and Figure 8 , on one side of the fixing frame 11 close to the upper template 3, a vertical chute 111 is opened. On one side of the upper template 3 close to the fixing frame 11, a sliding block 30 is fixedly connected. On the lower part of one side of the upper template 3 close to the fixing frame 11, a docking blind hole is opened. At the lower part of the fixing frame 11, a limiting member 112 is provided. The limiting member 112 includes a limiting through hole 113 opened at the lower end of the fixing frame 11 close to the lower end and a limiting screw 114 threadedly connected in the limiting through hole 113. When the bottom end of the upper template 3 contacts the upper end surface of the base 1, the position of the limiting screw 114 corresponds to that of the docking blind hole.

[0038] The upper template 3 moves up and down through the sliding block 30 in the vertical chute 111 of the fixing frame 11. The highest distance that the upper template 3 moves upward is the height distance of the lower template 2. When the upper template 3 is at the lowermost part of the fixing frame 11 and the bottom end of the upper template 3 is located on the upper end of the base 1, the limiting screw 114 is threaded through the limiting through hole 113 and clamped into the docking blind hole at the lower part of the upper template 3 to lock and limit between the upper template 3 and the fixing frame 11, which is convenient for hoisting the lower template 2 and the upper template 3 simultaneously in the storage state.

[0039] Refer to Figure 1 , Figure 7 and Figure 9, the connecting component 31 includes hinge seats 311 fixedly connected to the relatively close upper ends of the left and right upper templates 3. A connecting rod 312 is hinged to the hinge seat 311, and the other sides of the two connecting rods 312 away from the hinge seat 311 are jointly hinged to the connecting seat 313.

[0040] During transportation, the bottom ends of the lower template 2 and the upper template 3 are both attached to the top end of the base 1, and the height of the single-sided template is halved. At this time, the auxiliary fixing part 4 does not lock the connecting component 31 and the abutting component 32. The connecting seat 313 is located below the top end of the upper template 3 under the action of gravity, and the two bases 1 are in a close state. In this state, it is convenient to transport it to the construction site (specifically refer to Figure 9 the state diagram). After hoisting it into the foundation pit, first assemble the lower template 2 and the upper template 3, and then gradually move the single-sided templates on both sides closer to the two sides of the foundation pit. When the connecting rod 312 and the connecting seat 313 are horizontally arranged with each other, the distance between the two bases 1 on both sides is the largest. The connecting rod 312 plays a role in limiting the single-sided templates on both sides and can also enhance the stability of the single-sided templates.

[0041] Refer to Figure 1 , Figure 3 and Figure 7 , the abutting component 32 includes card-connecting through grooves 321 symmetrically opened on the lower part of the connecting seat 313, a rotating frame 322 clamped in the card-connecting through grooves 321, a fixing screw 323, and an abutting long rod 324 slidably connected to the lower part of the rotating frame 322; a retaining edge is integrally connected to the bottom side of the card-connecting through groove 321; the upper part of the rotating frame 322 is in a rectangular frame structure, and the lower part of the rotating frame 322 is in an inverted U-shaped structure; a fixing screw 323 is movably connected to the limiting hole opened in the middle of the retaining edge, the fixing screw 323 penetrates through the retaining edge and is threadedly connected to the upper part of the rotating frame 322, and an avoidance hole 327 is opened in the lower part of the rotating frame 322, and the abutting long rod 324 is movably connected to the avoidance hole 327. Two symmetrically arranged front and rear clamping seats 20 are jointly provided at the upper ends of the left and right lower templates 2 close to one side. The clamping seat 20 is composed of a U-shaped clamping seat fixedly connected to the lower template 2 and a limiting rod fixedly connected in the U-shaped clamping seat. The opening of the U-shaped clamping seat faces the other lower template 2. The other end of the abutting long rod 324 is clamped and matched with the clamping seat 20, and an arc-shaped notch for cooperating with the clamping seat 20 is opened on the side of the abutting long rod 324 close to the lower template 2.

[0042] When the connecting rod 312 is horizontal relative to the ground, push the abutting long rod 324 upward. While the abutting long rod 324 slides upward in the avoidance hole 327, it rotates toward the corresponding lower template 2 until the end of the abutting long rod 324 close to the lower template 2 rotates above the clamping seat 20, and then rotates downward and pulls downward toward the lower part of the avoidance hole 327, so that the arc-shaped notch on the abutting long rod 324 is clamped and matched with the limiting rod on the clamping seat 20.

[0043] When the fixing screw 323 releases the threaded connection with the rotating frame 322, the rotating frame 322 can be taken out from the clamping through groove 321. During transportation, the rotating frame 322, the fixing screw 323 and the abutting long rod 324 can be transported separately as a whole, avoiding damage to the structure during transportation, and the disassembly and assembly are simple, which is convenient for the later replacement and maintenance of parts.

[0044] Refer to Figure 1 、 Figure 2 and Figure 4 As shown in FIGS.

[0045] The auxiliary fixing part 4 includes a clamping plate 41 clamped on the upper end of the connecting seat 313 and two fixing rods 42 fixedly connected to the bottom end of the clamping plate 41; the clamping plate 41 has an inverted U-shaped structure, and two ear seats for cooperating with the hoisting equipment are correspondingly arranged at the top end of the clamping plate 41. The two fixing rods 42 respectively penetrate through the first connection hole opened on the same side connecting rod 312 and the second connection hole opened on the abutting long rod 324 at the same time. It also includes an auxiliary block 325 fixedly connected to the opposite sides of the two abutting long rods 324, and a through hole corresponding to the second connection hole is opened on the auxiliary block 325.

[0046] Refer to Figure 1 and Figure 2 As shown in FIGS.

[0047] The setting of the locking component 5 further fixes the lower template 2 and the upper template 3 after they are butted up and down. Specifically, when the upper template 3 is butted on the lower template 2, the connecting plate 53 can be rotated into the first notch 51 on the lower template 2, and at the same time, the threaded docking rod 54 is screwed into the docking hole 55. After being screwed tightly, the threaded docking rod 54 is located in the first notch 51, which does not affect the docking between adjacent lower templates 2.

[0048] In an embodiment of the present invention, unless otherwise clearly specified or limited, the first feature being "on" or "under" the second feature may mean that the first and second features are in direct contact, or the first and second features are indirectly in contact through an intermediate medium. Moreover, the first feature being "above", "over" and "on top of" the second feature may mean that the first feature is directly above or obliquely above the second feature, or simply indicates that the horizontal height of the first feature is higher than that of the second feature. The first feature being "under", "below" and "beneath" the second feature may mean that the first feature is directly below or obliquely below the second feature, or simply indicates that the horizontal height of the first feature is less than that of the second feature.

[0049] In the description of the present invention, it should also be noted that, unless otherwise clearly specified or limited, the terms "arranged", "connected", "installed" and "connected" should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection, or an integral connection, or a sliding connection; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations.

[0050] The embodiments of the specific implementation manners are all preferred embodiments of the present invention, and do not limit the protection scope of the present invention accordingly. Therefore, all equivalent changes made according to the structure, shape and principle of the present invention should be covered within the protection scope of the present invention.

Claims

1. A foundation pit pouring auxiliary equipment for water conservancy and hydropower construction, characterized in that: include: The base is bilaterally symmetrical, and a fixing frame is fixedly connected to the side where the upper ends of the two bases are close to each other; A lower template is slidably connected to the upper end surface of the base; The upper template is slidably connected to the fixed frame, and the upper ends of the left and right upper templates close to one side are both provided with two groups of front-to-back symmetrical connecting components, the connecting components are used to connect and support the left and right upper templates, and the connecting components are provided with abutting components abutting on the lower template; The connecting assembly includes hinged seats fixedly connected to the upper ends of the two upper templates on opposite sides thereof, and a connecting rod is hinged on the hinged seat, and the two connecting rods are hinged on the connecting seat at the sides away from the hinged seat; Two auxiliary fixing parts symmetrically arranged front and back are commonly connected to the connecting component and the abutting component, and are used to synchronously lock the connecting component and the abutting component on the same group; The locking components are jointly arranged on the front and rear sides of the lower template and the upper template, and are used for locking the lower template and the upper template after they are spliced ​​together.

2. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 1 is characterized by: The upper end face of the base is provided with horizontal slide grooves symmetrically in the front and rear, and arc slopes are arranged on the left and right sides of the interior of the horizontal slide groove. The upper ends of the left and right lower templates close to one side are jointly provided with two front-to-back symmetrical clamping seats, and the bottom end of the lower template is fixedly connected with a T-shaped slider, and the left and right sides of the T-shaped slider are fixedly connected with shovel plates.

3. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 1 is characterized by: A vertical slide groove is provided on one side of the fixing frame close to the upper template, a sliding block is fixedly connected to one side of the upper template close to the fixing frame, a docking blind hole is provided on the lower part of the upper template close to the fixing frame, and a limiting member is provided on the lower part of the fixing frame.

4. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 3 is characterized by: The limiting member comprises: A limiting through hole is provided near the lower end of the fixing frame and a limiting screw is connected with threads in the limiting through hole. When the bottom end of the upper template contacts the upper end surface of the base, the limiting screw corresponds to the position of the docking blind hole.

5. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 1 is characterized by: The upper end surfaces of the lower template and the upper template are both provided with front-to-back symmetrical rectangular grooves, and a hanging ear seat is fixedly welded in the rectangular groove, and the height of the hanging ear seat is equal to the depth of the rectangular groove.

6. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 1 is characterized by: The abutment assembly comprises: A card connection slot is symmetrically arranged at the lower part of the connection seat; the bottom side of the card connection slot is integrally connected with a guard eave; The rotating frame is connected to the slot; the upper part of the rotating frame is a rectangular frame structure, and the lower part of the rotating frame is an inverted U-shaped structure; A fixed screw rod is movably connected to a limit hole in the middle of the retaining eaves; the fixed screw rod passes through the retaining eaves and is threadedly connected to the upper part of the rotating frame; A long abutment rod is slidably connected to the lower part of the rotating frame.

7. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 6 is characterized by: The auxiliary fixing portion comprises: A clamping plate clamped to the upper end of the connecting seat; the clamping plate is an inverted U-shaped structure; Two fixing rods are fixedly connected to the bottom end of the clamping plate; the two fixing rods respectively and simultaneously penetrate the first connecting hole opened on the connecting rod on the same side and the second connecting hole opened on the abutting long rod.

8. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 7 is characterized by: It also includes an auxiliary block fixedly connected to the opposite sides of the two abutting long rods, and the auxiliary block is provided with a through hole corresponding to the second connecting hole.

9. The foundation pit pouring auxiliary equipment for water conservancy and hydropower construction according to claim 1, characterized in that: The locking assembly comprises: A first notch is provided at an upper end of a side surface of the lower template; A second notch is provided at the lower end of the side surface of the upper template; the first notch and the second notch are provided correspondingly, and the first notch and the second notch form a rectangular groove structure; Rotate the connecting plate connected in the second notch; A threaded butt rod threadedly connected to the connecting plate; A docking hole is provided in the first notch.

Citation Information

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