Basement top plate post-cast strip supporting structure
By using the design of compression nuts and bolts to compress positioning blocks, the problems of instability and inaccurate adjustment of existing basement roof slab post-cast strip support structures are solved, achieving flexible adjustment and low-cost support effects, and improving storage convenience.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-17
- Publication Date
- 2026-03-20
AI Technical Summary
The existing post-cast strip support structure for basement roof slabs is inadequate in terms of stability and ease of storage, and its adjustment is not precise, resulting in high costs.
The telescopic support jacking pipe is raised and tightened by a compression nut, and the stroke is flexible. The clamping mechanism is clamped by the compression of the positioning block by bolts. The structure is simple and the cost is low.
It improves the stability and adjustment precision of the support structure, reduces costs, and facilitates storage and transportation.
Smart Images

Figure CN224016889U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of post-cast strip support structure for basement roof slabs, and more specifically, to a post-cast strip support structure for basement roof slabs. Background Technology
[0002] During the construction of the basement, a post-pouring strip is reserved. The post-pouring strip is a temporary construction joint left at the corresponding position of the foundation beam in accordance with the design or construction specifications to prevent harmful cracks that may be caused by uneven shrinkage or settlement of the cast-in-place reinforced concrete structure. When supporting the top formwork at the post-pouring strip, a support structure is required. However, the existing post-pouring strip support structure still has some defects in use.
[0003] For example, the independent support structure for the post-cast strip of the roof slab proposed in application number CN201821382189.5 relates to the field of engineering facilities. It includes a main keel, secondary keel, panel, and support frame. The support frame is equipped with a top support, which includes a support plate, a strut fixed to the support plate, and an adjusting compression nut threadedly connected to the strut. A clamping assembly is provided on the support plate, including a spring. One end of the spring is fixed to the side of the support plate away from the strut, and the other end is fixedly connected to a pressure plate. Clamping elements are symmetrically arranged on the support plate and on both sides of the spring. The structure consists of mutually perpendicular L-shaped horizontal and vertical plates. The clamping components are hinged to the support plate. The horizontal plates of the two clamping components are located between the support plate and the pressure plate, and the vertical plates extend from the side of the pressure plate. In actual use, the bottom of the independent support structure for the post-pouring strip in this application is directly connected to the pad and the ground during the support process, which reduces its stability. Furthermore, it is not convenient to fold and store the independent support structure for the post-pouring strip in this application to reduce its storage volume. At the same time, there is also instability when clamping and fixing the keel.
[0004] In the prior art, such as the authorized announcement number CN221957189U, this utility model discloses a support structure for the post-cast strip of a basement roof slab, including a sleeve, a mounting base, a lifting rod, and a keel. This support structure for the post-cast strip of a basement roof slab is provided with a sleeve, a connecting seat, an auxiliary support mechanism, a mounting base, a lifting rod, a positioning groove, and positioning bolts. This allows the auxiliary support mechanism to expand and contract, facilitating the formation of a triangular structure with the ground when expanded, which improves the stability of the keel support. When contracted, the lifting rod contracts within the sleeve, enhancing the ease of storage of the support structure. The engagement of the positioning bolts with the positioning grooves at different positions allows for positioning of the extension length of the lifting rod, facilitating stable support for keels of different heights and improving usability. The threaded clamping mechanism allows for adjustment of the internal clamping distance, thus adapting to keels of different specifications and sizes.
[0005] In the aforementioned patent, a lifting adjustment mechanism is used, but it adopts a lifting rod structure and uses positioning bolts for positioning. It cannot be directly adjusted upwards, the adjustment stroke is fixed, and it cannot be precisely adjusted when the height is different. In addition, the upper clamping mechanism adopts a threaded screw structure, which is relatively complex and costly. Utility Model Content
[0006] To address the problems existing in the prior art, the purpose of this utility model is to provide a support structure for the post-cast strip of the basement roof slab. The structure uses a compression nut to rotate and drive the telescopic support jacking pipe to rise and tighten. Its adjustment stroke can be flexibly adjusted and the adjustment is precise. The clamping mechanism uses bolt compression to drive the compression positioning block to retract and clamp. The structure is simple and low in cost.
[0007] To solve the above problems, the present invention adopts the following technical solution.
[0008] A support structure for the post-cast strip of a basement roof slab includes a threaded support rod. A telescopic support pipe is slidably sleeved on the outer surface of the threaded support rod. A compression nut is threadedly connected to the lower outer surface of the threaded support rod. The compression nut presses upward against the lower surface of the telescopic support pipe. An arched plate is fixed to the upper surface of the telescopic support pipe. A compression positioning block is sleeved on the outer surface of the arched plate. Bolts are provided on the side of the arched plate. The telescopic support pipe is raised and tightened by rotating the compression nut. The adjustment stroke is flexible and precise. The clamping mechanism clamps the pipe by compressing the bolts to retract the compression positioning block. The mechanism is simple and low in cost.
[0009] Furthermore, a support block is fixed to the lower surface of the threaded support rod, and a flip-type support leg is hinged to the inner surface of the support block.
[0010] Furthermore, the support block adopts a square block structure, with grooves on all four sides of the support block, and its flip-type support legs are hinged to the inner surface of the grooves around the support block.
[0011] Furthermore, threaded holes are provided on the left and right sides of the arched seat, and the outer surface of the bolt is connected to the inner surface of the threaded hole of the arched seat.
[0012] Furthermore, the flip-type support legs are distributed on the four surfaces of the support block, and the inner end surface of the flip-type support legs is provided with a convex shaft, which is hinged to the inner surface of the support block.
[0013] Furthermore, the inner end surface of the flip-up support leg is configured with a rounded chamfer structure.
[0014] Furthermore, the outer surface of the extrusion positioning block is provided with a sleeve interface, and the inner surface of the sleeve interface of the extrusion positioning block is sleeved on the outer surface of the arched plate.
[0015] Compared with existing technologies, the advantages of this utility model are:
[0016] (1) By using the rotation of the compression nut to drive the telescopic support jacking pipe to rise and tighten, its adjustment stroke can be flexibly adjusted and its adjustment is precise. The clamping mechanism uses bolt compression to drive the compression positioning block to contract for clamping. Its mechanism is simple and low cost. Attached Figure Description
[0017] Figure 1 This is a first schematic diagram of the overall structure of this utility model;
[0018] Figure 2 This is a second schematic diagram of the overall structure of this utility model;
[0019] Figure 3 This is a schematic cross-sectional view of the overall structure of this utility model;
[0020] Figure 4 This is a schematic diagram showing the distribution of the extrusion positioning block and the arched plate of this utility model;
[0021] Figure 5 This is a schematic diagram of the extrusion positioning block of this utility model.
[0022] Explanation of the labels in the diagram:
[0023] 1. Threaded support top rod, 2. Telescopic support top pipe, 3. Extrusion nut, 4. Arch plate, 5. Extrusion positioning block, 6. Bolt, 7. Support block, 8. Flip-type support leg, 50. Set interface. Detailed Implementation
[0024] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0025] Example 1
[0026] Please see Figure 1-5A post-cast strip support structure for basement roof slabs includes a threaded support rod 1, a telescopic support tube 2 slidably sleeved on the outer surface of the threaded support rod 1, a compression nut 3 threadedly connected to the lower outer surface of the threaded support rod 1, the compression nut 3 pressing upward against the lower surface of the telescopic support tube 2, an arched plate 4 fixed on the upper surface of the telescopic support tube 2, a compression positioning block 5 sleeved on the outer surface of the arched plate 4, and bolts 6 provided on the side of the arched plate 4. The telescopic support tube is raised and tightened by rotating the compression nut, and its adjustment stroke can be flexibly adjusted and its adjustment is precise. The clamping mechanism clamps by the compression of the bolts driving the compression positioning block to retract. The mechanism is simple and low in cost.
[0027] A support block 7 is fixed to the lower surface of the threaded support rod 1. A flip-type support leg 8 is hinged to the inner surface of the support block 7. The flip-type support leg 8 can be folded down and retracted, so that it does not take up space when carried and transported. When in use, it can be flipped up and unfolded, which can increase the area of the ground supported and improve the stability of the support.
[0028] The support block 7 adopts a square block structure. The four sides of the support block 7 are provided with grooves. The flip-type support legs 8 are hinged to the inner surface of the grooves around the support block 7. The hinges are distributed around the perimeter. When supporting, the four sides can be hinged together. After unfolding, the support is stable on the ground.
[0029] The left and right sides of the arch seat 4 are provided with threaded holes, and the outer surface of the bolt 6 is connected to the inner surface of the threaded hole of the arch seat 4, which is convenient for installation. When in use, the bolt 6 can be adjusted and rotated inward and outward, and can squeeze and press the positioning block 5 to move. It can be telescopically adjusted and clamped for positioning. It is easy to use and the mechanism is simple.
[0030] The flip-type support legs 8 are distributed on the four surfaces of the support block 7. The inner end surface of the flip-type support legs 8 is provided with a convex shaft, which is hinged to the inner surface of the support block 7 for easy hinged use.
[0031] The inner end surface of the flip-type support leg 8 is designed with a rounded chamfer structure so that it will not hinder the flipping process.
[0032] The outer surface of the extrusion positioning block 5 is provided with a sleeve interface 50. The inner surface of the sleeve interface 50 of the extrusion positioning block 5 is sleeved on the outer surface of the arch plate 4, and can be slidably sleeved for positioning. The extrusion positioning block 5 can slide on the outside of the arch plate 4, which is convenient to use.
[0033] In use, a telescopic support tube 2 is slidably sleeved on the outer surface of the threaded support rod 1. A compression nut 3 is threadedly connected to the lower outer surface of the threaded support rod 1. The compression nut 3 presses upward against the lower surface of the telescopic support tube 2. In use, turning the compression nut 3 upward with a wrench can drive the telescopic support tube 2 to press upward, allowing for upward adjustment of the support. The adjustment is stepless, unobstructed, and flexible. An arched plate 4 is fixed to the upper surface of the telescopic support tube 2. A compression positioning block 5 is sleeved on the outer surface of the arched plate 4. Bolts 6 are provided on the side of the arched plate 4. Threaded holes are provided on the left and right sides of the arched base 4. The outer surface of the bolts 6 is connected to the inner surface of the threaded holes of the arched base 4 for easy installation. In use, the bolts 6 can be adjusted and rotated inward and outward to compress and move the compression positioning block 5. Telescopic movement adjustment and clamping positioning are possible. It is convenient to use and has a simple mechanism. A keel is inserted between the compression positioning blocks 5 for clamping and positioning, making clamping convenient and upward support easy.
[0034] A support block 7 is fixed on the lower surface of the threaded support rod 1. A flip-type support leg 8 is hinged to the inner surface of the support block 7. The flip-type support leg 8 can be folded down and retracted, so that it does not occupy space when carried and transported. When in use, the flip-type support leg 8 is flipped and unfolded, so that it supports the ground. This can increase the area of the ground supported and improve the stability of the support. The support block 7 adopts a square block structure. The four sides of the support block 7 are provided with grooves. The flip-type support leg 8 is hinged to the inner surface of the grooves around the support block 7. The hinges are distributed around the perimeter. When supporting, it can form a four-sided hinge. After unfolding, it supports the ground stably.
[0035] The above description is merely a preferred embodiment of this utility model; however, the protection scope of this utility model is not limited thereto. Any equivalent substitutions or modifications made by those skilled in the art within the technical scope disclosed in this utility model, based on the technical solution and its improved concept, should be included within the protection scope of this utility model.
Claims
1. A support structure for post-cast strips in basement roof slabs, comprising threaded support rods (1), characterized in that: The outer surface of the threaded support rod (1) is slidably sleeved with a telescopic support tube (2). The lower end of the threaded support rod (1) is connected to a compression nut (3) by a thread. The compression nut (3) presses upward against the lower surface of the telescopic support tube (2). An arched plate (4) is fixed on the upper surface of the telescopic support tube (2). A compression positioning block (5) is sleeved on the outer surface of the arched plate (4). Bolts (6) are provided on the side of the arched plate (4).
2. The basement roof slab post-cast strip support structure according to claim 1, characterized in that: The lower surface of the threaded support rod (1) is fixed with a support block (7), and the inner surface of the support block (7) is hinged with a flip-type support leg (8).
3. The basement roof slab post-cast strip support structure according to claim 2, characterized in that: The support block (7) adopts a square block structure, and its four sides are provided with grooves. Its flip-type support leg (8) is hinged to the inner surface of the groove around the support block (7).
4. The basement roof slab post-cast strip support structure according to claim 1, characterized in that: The left and right sides of the arched seat (4) are provided with threaded holes, and the outer surface of the bolt (6) is connected to the inner surface of the threaded hole of the arched seat (4).
5. The basement roof slab post-cast strip support structure according to claim 2, characterized in that: The flip-type support legs (8) are distributed on the four surfaces of the support block (7). The inner end surface of the flip-type support legs (8) is provided with a convex shaft, which is hinged to the inner surface of the support block (7).
6. The basement roof slab post-cast strip support structure according to claim 2, characterized in that: The inner end surface of the flip-type support leg (8) is set with a rounded chamfer structure.
7. The basement roof slab post-cast strip support structure according to claim 1, characterized in that: The outer surface of the extrusion positioning block (5) is provided with a sleeve interface (50), and the inner surface of the sleeve interface (50) of the extrusion positioning block (5) is sleeved on the outer surface of the arch plate (4).
Citation Information
Patent Citations
Roof post-cast strip independent supporting structure
CN208815581U
Basement top plate post-cast strip supporting structure
CN221957189U