A settlement joint plate fixing device for coping continuous pouring

CN224664153UActive Publication Date: 2026-08-21CHINA STATE CONSTR PORT ENG GRP
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Patent Information

Application Number
CN202521710013.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-08-12
Publication Date
2026-08-21
Estimated Expiration
2035-08-12

AI Technical Summary

Technical Problem

[0003]对于墙身压顶修复,混凝土外观质量相对可控,但为了保证施工效率,通常会连续浇筑压顶,相邻段落的沉降缝安装却成为质量控制难题,以往施工混凝土结构通常为间隔施工,沉降缝板由端模板支撑固定,若采取连续浇筑,则沉降缝板无固定依托,在混凝土浇筑过程中发生扭曲变形,导致沉降缝施工质量难以达标

Benefits of technology

[0020]本装置能有效地在压顶连续浇筑过程中对沉降缝板的位置进行限制,进而保证沉降缝板的垂直度和顺直度,保证了施工质量和效率。

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Abstract

The utility model relates to the technical field of building engineering, concretely is a kind of settlement joint plate fixing device for capping continuous pouring.The device includes capping formwork, the inner side wall of capping formwork is equipped with the first fixed component for limiting settlement joint plate in vertical direction, and the upper end of capping formwork is equipped with the second fixed component for limiting settlement joint plate in horizontal direction.The device can effectively limit the position of settlement joint plate during capping continuous pouring, thereby ensuring the perpendicularity and straightness of settlement joint plate, and ensuring construction quality and efficiency.
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Description

Technical Field

[0001] This utility model relates to the field of building engineering technology, specifically to a settlement joint plate fixing device for continuous casting of capping. Background Technology

[0002] With societal development and the growing acceptance of quality concepts, the demands for engineering quality are increasing, often necessitating higher costs. For existing vertical revetment restoration projects like the Beijing-Hangzhou Grand Canal, achieving rapid, low-cost, and high-quality restoration has become a significant engineering challenge. Quality, cost, and efficiency are inherently contradictory. To reduce costs, construction companies typically opt for partial restoration, and revetment capping restoration is one of the most common types of construction projects with the highest requirements for aesthetic quality.

[0003] For wall coping repair, the appearance quality of the concrete is relatively controllable. However, to ensure construction efficiency, the coping is usually poured continuously. The installation of settlement joints between adjacent sections becomes a quality control challenge. Previously, concrete structures were typically constructed intermittently, with settlement joint slabs supported and fixed by end formwork. If continuous pouring is adopted, the settlement joint slabs lack fixed support, leading to twisting and deformation during concrete pouring, making it difficult to meet construction quality standards. To solve this problem, steel reinforcement or angle steel supports were installed on both sides of the settlement joint slabs to prevent movement. This process generally ensured the stability of the slabs during concrete pouring. However, within the concrete reinforcement protective layer, to ensure the quality of the reinforcement protective layer, the slabs, without fixed support from the outside of the reinforcement mesh to the concrete surface, experienced slight twisting and deformation, affecting the construction quality. There is currently no effective solution to this problem under continuous coping pouring conditions. Utility Model Content

[0004] To address the problems of the prior art, this utility model provides a settlement joint plate fixing device for continuous casting of the capping plate, which can restrict the position of the settlement joint plate and thus ensure the verticality and straightness of the settlement joint plate.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a settlement joint plate fixing device for continuous casting of a capping plate, comprising a capping template, wherein a first fixing component for restricting the settlement joint plate in the vertical direction is provided on the inner side wall of the capping template, and a second fixing component for restricting the settlement joint plate in the horizontal direction is provided at the upper end of the capping template.

[0006] The above structural design can restrict the position of the settlement joint plate, thereby ensuring the verticality and straightness of the settlement joint plate.

[0007] Preferably, the first fixing component includes a fixing groove that can be detachably connected to the inner wall of the capping template, and the fixing groove has a U-shaped cross-section.

[0008] With the above structural design, the fixing groove can restrict the top template in the vertical direction, and the fixing groove is easy to install and remove, making it convenient for multiple reuses and replacements.

[0009] Preferably, the width of the bottom of the fixed groove is greater than the width of its opening.

[0010] The above structural design allows the fixing groove to be easily removed from the settlement joint opening during dismantling.

[0011] Preferably, multiple fixing bolts are installed on the top pressing template, and a first threaded hole matching the fixing bolt is opened at the bottom of the fixing groove.

[0012] The above structural design allows for the detachable connection of the top platen and the fixing groove using bolts, resulting in a simple structure and low production cost.

[0013] Preferably, a wedge block is fixedly connected to the bottom wall of the fixing groove, an installation groove matching the wedge block is opened on the top pressing template, the upper end of the installation groove is closed, a limiting bolt is passed through the bottom of the groove at the lower end of the installation groove, and a limiting hole matching the limiting bolt is opened on the wedge block.

[0014] The above structural design facilitates the connection and disassembly of the fixing groove and the top pressure template, making it quick, simple, and easy to operate.

[0015] Preferably, the second fixing component includes symmetrically arranged clamping plates, clamping bolts passing through the clamping plates, and a second threaded hole matching the clamping bolts on the upper surface of the top pressing template.

[0016] The above structural design restricts the settlement joint plate in the lateral direction to achieve lateral fixation.

[0017] Preferably, the cross-section of the clamping plate is L-shaped.

[0018] The above structural design ensures the supporting strength of the clamping plate.

[0019] Compared with the prior art, the beneficial effects of this utility model are:

[0020] This device can effectively restrict the position of the settlement joint plate during the continuous pouring process of the capping, thereby ensuring the verticality and straightness of the settlement joint plate and guaranteeing construction quality and efficiency. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the structure of this utility model;

[0022] Figure 2 This is a front view structural diagram of the present invention;

[0023] Figure 3This is a top view of the first fixing component of this utility model.

[0024] Figure 4 This is a schematic diagram of the structure of Embodiment 1 of the present utility model;

[0025] Figure 5 This is a structural schematic diagram of Embodiment 2 of the present invention. Detailed Implementation

[0026] Example 1:

[0027] Please see Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 This utility model provides a technical solution: a settlement joint plate fixing device for continuous casting of a capping plate, including a capping plate 1, which is fixed on the top of the concrete structure to form a vertical casting gap. In use, the capping plate 1 needs to be fixedly connected to the waler or external support frame. A first fixing component for restricting the settlement joint plate in the vertical direction is provided on the inner side wall of the capping plate 1, and a second fixing component for restricting the settlement joint plate in the horizontal direction is provided at the upper end of the capping plate 1.

[0028] The first fixing component includes a fixing groove 2 that is detachably connected to the inner wall of the capping template 1. The width of the fixing groove 2 is customized with reference to the width of the settlement joint plate. The cross-section of the fixing groove 2 is U-shaped, and the width of the bottom of the fixing groove 2 is greater than the width of its opening, so that the fixing groove 2 can be easily removed from the settlement joint opening when it is removed.

[0029] like Figure 1 , Figure 2 , Figure 3 As shown, the first fixing components are provided on both the left and right sides of the settlement joint plate, that is, two sets of fixing grooves 2 are provided and symmetrically arranged. The left and right sides of the settlement joint plate are inserted into the fixing grooves 2. The symmetrically arranged fixing grooves 2 clamp the settlement joint plate and fix the fixing grooves 2 on the capping template 1. The vertical direction of the fixing grooves 2 is parallel to the vertical direction of the capping template 1 and both are vertically downward, thereby ensuring that the settlement joint plate is perpendicular to the capping template 1.

[0030] The two ends of the fixing groove 2 do not extend to the edge of the capping template 1, which provides sufficient space for the settlement joint plate to move and makes it easy to remove it later. In addition, the fixing groove 2 and the capping template 1 are connected in a detachable manner, which makes it easy to remove the fixing groove 2 from the capping template 1 after use and to reuse it.

[0031] Multiple fixing bolts 21 are installed on the top platen 1. The bottom of the fixing groove 2 is provided with a first threaded hole that matches the fixing bolts 21. By passing the fixing bolts 21 through the top platen 1 and screwing them into the bottom of the fixing groove 2, the fixing groove 2 can be detachably installed on the inner wall of the top platen 1. By removing the fixing bolts 21 in sequence, the connection between the fixing groove 2 and the top platen 1 can be disconnected.

[0032] The second fixing component includes symmetrically arranged clamping plates 3 and clamping bolts 31 (i.e., bolts extending laterally in the figure) passing through the clamping plates 3. The upper surface of the capping template 1 has a second threaded hole matching the clamping bolts 31. Preferably, the clamping plates 3 can be designed as L-shaped steel plates, and a rust inhibitor can be applied to the outer wall. This not only provides excellent stability but also prevents steel reinforcement corrosion from affecting structural stability. Both ends of the clamping plates 3 are fixedly connected to the capping template 1. The clamping plates 3 are perpendicular to the capping template 1, aligning the lateral direction of the settlement joint plate with the lateral direction of the clamping plates 3. This further ensures that the settlement joint plate is perpendicular to the capping template 1, thereby restricting the position of the settlement joint plate and ensuring its verticality and straightness, thus guaranteeing construction quality and efficiency.

[0033] Working principle: First, the fixing groove 2 is fixedly connected to the capping template 1. The fixing bolts 21 are passed through the capping template 1 and screwed into the bottom of the fixing groove 2. The workers then fix the capping template 1 to the waler or external support frame. Next, the settlement joint plate is inserted into the fixing groove 2, so that the two sides of the settlement joint plate abut against the bottom wall of the fixing groove 2. Then, two clamping plates 3 are placed on the front and rear sides of the settlement joint plate respectively. Next, the tightening bolts 31 are passed through the clamping plates 3 and tightened onto the upper surface of the capping template 1, thereby fixing the settlement joint plate between the two clamping plates 3. Finally, steel bars or angle steel supports are used to connect with the steel mesh for overall fixation to prevent overall displacement. When dismantling is required, the workers first remove the fixing bolts 21 in sequence to disconnect the fixing groove 2 from the capping template 1. The capping template 1 is removed first, and the fixing groove 2 is removed after the concrete strength is high to ensure the integrity of the settlement joint.

[0034] Example 2:

[0035] Please see Figure 5It should be noted that, in addition to using the fixing bolt 21, other common structures used for connection and fixation (such as hinges, buckles, screws, etc.) can also be used to achieve a detachable connection between the fixing groove 2 and the top platen 1. A wedge block 22 is fixedly connected to the bottom wall of the fixing groove 2. An installation groove 23 matching the wedge block 22 is opened on the top platen 1. The upper end of the installation groove 23 is closed, and a limiting bolt 24 passes through the bottom of the lower end of the installation groove 23. A limiting hole 25 matching the limiting bolt 24 is opened on the wedge block 22. The limiting hole 25 is an internally threaded hole matching the limiting bolt 24. The cross-section of the wedge block 22 is an inverted trapezoid, triangle, or dovetail shape. Other parts remain unchanged, and refer to Embodiment 1.

[0036] The specific operation is as follows: First, fix the fixing groove 2 to the capping template 1, insert the wedge block 22 into the corresponding installation groove 23, then pass the limiting bolt 24 through the bottom wall of the installation groove 23 and screw it into the limiting hole 25. The workers fix the capping template 1 to the waler or external support frame. Next, insert the settlement joint plate into the fixing groove 2 so that the two sides of the settlement joint plate abut against the bottom wall of the fixing groove 2. Then, place the two clamping plates 3 on the front and back sides of the settlement joint plate respectively. Then, pass the clamping bolt 31 through the clamping plate 3 and tighten the clamping bolt 31 on the upper surface of the capping template 1, thereby fixing the settlement joint plate between the two clamping plates 3. Finally, use steel reinforcement or angle steel support to connect with the steel mesh for overall fixation to prevent overall displacement. When dismantling is required, the workers first remove the limit bolts 24 in sequence, and then the fixing groove 2 can be pulled out from the top formwork 1. The top formwork 1 is removed first, and the fixing groove 2 is removed when the concrete strength is high, so as to ensure the integrity of the settlement joint.

[0037] The structures, proportions, and sizes illustrated in the accompanying drawings are merely for illustrative purposes and to aid those skilled in the art in understanding and reading the content disclosed herein. They are not intended to limit the scope of this utility model and therefore have no substantial technical significance. Any modifications to the structure, changes in proportions, or adjustments to size, without affecting the effectiveness and purpose of this utility model, should still fall within the scope of the technical content disclosed herein. Furthermore, the terms "upper," "lower," "left," "right," "middle," and "one" used in this specification are merely for clarity and not intended to limit the scope of this utility model. Changes or adjustments to their relative relationships, without substantially altering the technical content, should also be considered within the scope of this utility model's implementation.

[0038] The present invention has been described above with reference to preferred embodiments, but the scope of protection of the present invention is not limited thereto. All technical solutions falling within the scope of the claims are within the scope of protection of the present invention. Various modifications can be made to the present invention, and components can be replaced with equivalents without departing from the scope of the present invention. In particular, as long as there is no structural conflict, the various technical features mentioned in the various embodiments can be combined in any way.

Claims

1. A settlement joint plate fixing device for continuous casting of capping, comprising a capping template (1), characterized in that: The inner wall of the capping template (1) is provided with a first fixing component for restricting the settlement joint plate in the vertical direction, and the upper end of the capping template (1) is provided with a second fixing component for restricting the settlement joint plate in the horizontal direction.

2. The settlement joint plate fixing device for continuous casting of capping according to claim 1, characterized in that: The first fixing component includes a fixing groove (2) that is detachably connected to the inner wall of the top pressure template (1), and the fixing groove (2) has a U-shaped cross section.

3. The settlement joint plate fixing device for continuous casting of capping according to claim 2, characterized in that: The width of the bottom of the fixed groove (2) is greater than the width of its opening.

4. The settlement joint plate fixing device for continuous casting of capping according to claim 3, characterized in that: Multiple fixing bolts (21) are installed on the top pressing template (1), and a first threaded hole matching the fixing bolt (21) is opened at the bottom of the fixing groove (2).

5. A settlement joint plate fixing device for continuous casting of a capping structure according to claim 3, characterized in that: A wedge block (22) is fixedly connected to the bottom wall of the fixed groove (2). An installation groove (23) matching the wedge block (22) is opened on the top pressure template (1). The upper end of the installation groove (23) is closed. A limiting bolt (24) is passed through the bottom of the groove at the lower end of the installation groove (23). A limiting hole (25) matching the limiting bolt (24) is opened on the wedge block (22).

6. A settlement joint plate fixing device for continuous casting of capping as described in any one of claims 1 to 4, characterized in that: The second fixing component includes symmetrically arranged clamping plates (3) and clamping bolts (31) passing through the clamping plates (3). The upper surface of the top plate (1) is provided with a second threaded hole that matches the clamping bolts (31).

7. A settlement joint plate fixing device for continuous casting of a capping structure according to claim 6, characterized in that: The cross-section of the clamp (3) is L-shaped.