Construction structure of a control guide rail for a pitch roof panel thickness
Patent Information
- Application Number
- CN202522043584.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-22
- Publication Date
- 2026-09-25
- Estimated Expiration
- 2035-09-22
AI Technical Summary
[0004]为了改善对于不同厚度的屋面进行支设钢筋时，需要制作不同高度的钢筋马凳，从而降低工作人员工作效率的问题，本申请提供一种斜屋面板厚控制导轨的施工结构
1.当需要支设层板上的板面钢筋时，根据斜屋面板的厚度，通过调节组件调整支撑腿一和支撑腿二的长度，从而调整导轨的高度，从而便于导轨对不同斜屋面板厚支设的钢筋进行支撑，进而提高工作人员工作效率；
Smart Images
Figure CN224799923U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of building construction, and in particular to a construction structure for a guide rail for controlling the thickness of a sloping roof panel. Background Technology
[0002] Reinforcing bar supports are supporting tools used in building construction for double-layer reinforced concrete slab structures. They are named for their stool-like shape and are primarily made of reinforcing steel bars. Their core function is to fix the position of the upper layer of reinforcing steel bars, while also bearing loads such as those from construction workers stepping on them. This prevents the upper layer of reinforcing steel bars from twisting, sinking, or shifting during construction, thus ensuring that the concrete cover thickness of the floor slab meets design specifications and guarantees the quality of the structural engineering.
[0003] The existing steel reinforcement supports are made according to the thickness of the roof. When supporting steel reinforcement on roofs of different thicknesses, steel reinforcement supports of different heights need to be made, which reduces the work efficiency of workers. Utility Model Content
[0004] To address the issue of reduced worker efficiency caused by the need to fabricate steel supports of varying heights when installing steel bars for roofs of different thicknesses, this application provides a construction structure for a guide rail for controlling the thickness of sloping roof panels.
[0005] The construction structure for a sloping roof panel thickness control guide rail provided in this application adopts the following technical solution: A construction structure for a guide rail for controlling the thickness of a sloping roof panel includes a guide rail. One end of the guide rail is fixed with an inclined support leg 1 located below the guide rail. The other end of the guide rail is fixed with two inclined support legs 2. Both the support legs 1 and 2 are equipped with adjustment components for adjusting the height of the guide rail.
[0006] By adopting the above technical solution, when it is necessary to support the steel reinforcement on the slab, the length of support leg one and support leg two can be adjusted by adjusting the components according to the thickness of the sloping roof panel, thereby adjusting the height of the guide rail. This makes it easier for the guide rail to support the steel reinforcement of different sloping roof panel thicknesses, thereby improving the work efficiency of the staff.
[0007] Preferably, the adjustment assembly includes a telescopic tube 1 sleeved on the bottom end of the first support leg, the telescopic tube 1 being threadedly connected to the first support leg, and the bottom ends of the two second support legs are each sleeved with a telescopic tube 2, the telescopic tube 2 being threadedly connected to the second support leg.
[0008] By adopting the above technical solution, a telescopic tube is installed at the bottom end of the first support leg and a telescopic tube is installed at the bottom end of the second support leg. By rotating the telescopic tubes one and two respectively, the support height of the first and second support legs can be adjusted, thereby adjusting the support height of the guide rail on the slab reinforcement.
[0009] Preferably, both ends of the guide rail are punched with bends.
[0010] By adopting the above technical solution, bending openings are punched at both ends of the guide rail, so that when the guide rail supports the steel reinforcement on the plate, the steel reinforcement on the plate is located inside the bending opening, thereby reducing the possibility of the steel reinforcement on the plate slipping on the guide rail.
[0011] Preferably, both ends of the guide rail are provided with a bearing joint.
[0012] By adopting the above technical solution, bearing joints are set at both ends of the guide rail, so that the bearing joints support the steel reinforcement on the slab surface.
[0013] Preferably, the connector is V-shaped.
[0014] By adopting the above technical solution, the joint is set in a V-shape, thereby reducing the possibility of the slab reinforcement moving when the joint supports the slab reinforcement.
[0015] Preferably, two movable rings are sleeved on the guide rail, and the movable rings can move along the axial direction of the guide rail. The two bearing joints are respectively disposed on the two movable rings.
[0016] By adopting the above technical solution, the moving ring drives the joint to move, adjusting the distance between the two joints, thereby facilitating the two joints to support the slab reinforcement at two adjacent distances.
[0017] Preferably, the outer circumferential surface of the movable ring has a notch, which penetrates the movable ring along its axial direction.
[0018] By adopting the above technical solution, a notch is made on the outer circumference of the moving ring, which makes it easier to lock the moving ring onto the guide rail.
[0019] Preferably, the bottom end of the receiving joint is fixed with a rotating shaft, and a circular groove is formed on the outer circumferential surface of the movable ring, with the rotating shaft rotatably disposed within the circular groove.
[0020] By adopting the above technical solution, the joint and the movable ring are rotatably connected, which makes it easier to adjust the angle of the joint and thus make it easier to adjust the joint to support the steel bars on the slab.
[0021] In summary, this application includes at least one of the following beneficial technical effects: 1. When it is necessary to support the steel reinforcement on the slab, the length of support leg one and support leg two can be adjusted by adjusting the components according to the thickness of the sloping roof panel, thereby adjusting the height of the guide rail. This makes it easier for the guide rail to support the steel reinforcement of different sloping roof panel thicknesses, thereby improving the work efficiency of the staff. 2. Install telescopic pipe one at the bottom end of support leg one and telescopic pipe two at the bottom end of support leg two. Adjust the support height of support leg one and support leg two by rotating telescopic pipe one and telescopic pipe two respectively, thereby adjusting the support height of the guide rail on the slab reinforcement. 3. By moving the moving ring, the moving ring drives the joint to move, adjusting the distance between the two joints, so that the two joints can support the two adjacent slab reinforcements at different distances. Attached Figure Description
[0022] Figure 1 This is a schematic diagram of the overall structure of the construction structure of the sloping roof panel thickness control guide rail in Embodiment 1 of this application.
[0023] Figure 2 This is a schematic diagram of the overall structure of the construction structure of the sloping roof panel thickness control guide rail in Embodiment 2 of this application.
[0024] Figure 3 This is a schematic diagram of the moving ring structure in Embodiment 2 of this application.
[0025] Reference numerals in the attached diagram: 1. Guide rail; 11. Bend; 12. Support leg one; 13. Support leg two; 14. Telescopic tube one; 15. Telescopic tube two; 2. Moving ring; 21. Notch; 22. Socket joint; 23. Shaft; 24. Circular groove. Detailed Implementation
[0026] The following is in conjunction with the appendix Figure 1-3 This application will be described in further detail.
[0027] This application discloses a construction structure for a guide rail for controlling the thickness of a sloping roof panel.
[0028] Example 1 Reference Figure 1 A construction structure for a sloping roof slab thickness control guide rail includes a guide rail 1, with bent openings 11 punched at both ends for placing the slab reinforcement. One end of the guide rail 1 is fixed with an inclined support leg 12, and the other end is fixed with two inclined support legs 13, located below the guide rail 1. A telescopic tube 14 is fitted onto the bottom end of the support leg 12, and the telescopic tube 14 is threadedly connected to the support leg 12. Each of the two support legs 13 has a telescopic tube 15 fitted onto its bottom end, and the telescopic tube 15 is threadedly connected to the support leg 13.
[0029] The implementation principle of Example 1 is as follows: When it is necessary to support the steel reinforcement on the slab, the lengths of the support legs 12 and 13 are adjusted by rotating the telescopic tube 14 and the telescopic tube 25 respectively, according to the thickness of the sloping roof slab. The height of the guide rail 1 is then adjusted. Then, the telescopic tube 14 and the telescopic tube 25 are welded to the sloping roof slab, so that the guide rail 1 can support the steel reinforcement with different thicknesses of the sloping roof slab.
[0030] Example 2 Reference Figure 2 and Figure 3 The difference between this embodiment and Embodiment 1 is that: two movable rings 2 are sleeved on the guide rail 1, and a notch 21 is opened on the outer peripheral surface of the movable ring 2. The notch 21 penetrates the movable ring 2 along the axial direction of the movable ring 2, and the movable ring 2 can move along the axial direction of the guide rail 1. Each of the two movable rings 2 is provided with a receiving joint 22, which is V-shaped. A rotating shaft 23 is fixed to the bottom end of the receiving joint 22, and a circular groove 24 is opened on the outer peripheral surface of the movable ring 2, in which the rotating shaft 23 is rotatably installed.
[0031] The implementation principle of Example 2 is as follows: the movable ring 2 is clamped on the guide rail 1, and then the movable ring 2 is moved. The movable ring 2 drives the bearing joint 22 to move, and the distance between the two bearing joints 22 is adjusted, so that the two bearing joints 22 can support the two adjacent slab reinforcement bars at different distances.
[0032] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.
Claims
1. A construction structure for a guide rail for controlling the thickness of a sloping roof panel, characterized in that: The guide rail (1) includes a guide rail (1), one end of which is fixed with an inclined support leg (12) located below the guide rail (1). The other end of the guide rail (1) is fixed with two inclined support legs (13). Both the support legs (12) and the support legs (13) are equipped with adjustment components for adjusting the height of the guide rail (1). Both ends of the guide rail (1) are stamped with bends (11). Both ends of the guide rail (1) are equipped with connectors (22), which are V-shaped. Two moving rings (2) are sleeved on the guide rail (1). The moving rings (2) can move along the axial direction of the guide rail (1). The two connectors (22) are respectively set on the two moving rings (2).
2. The construction structure of the sloping roof panel thickness control guide rail according to claim 1, characterized in that: The adjustment assembly includes a telescopic tube (14) sleeved on the bottom end of the first support leg (12), the first telescopic tube (14) being threadedly connected to the first support leg (12), and a telescopic tube (15) sleeved on the bottom end of each of the two second support legs (13), the second telescopic tube (15) being threadedly connected to the second support leg (13).
3. The construction structure of the sloping roof panel thickness control guide rail according to claim 1, characterized in that: The outer circumferential surface of the moving ring (2) is provided with a notch (21), and the notch (21) penetrates the moving ring (2) along the axial direction of the moving ring (2).
4. The construction structure of a sloping roof panel thickness control guide rail according to claim 1, characterized in that: The bottom end of the receiving joint (22) is fixed with a rotating shaft (23), and a circular groove (24) is opened on the outer circumferential surface of the moving ring (2), and the rotating shaft (23) is rotatably disposed in the circular groove (24).