Steel bar mounting device for steel bar truss floor support plate
By designing a steel reinforcement installation device for steel truss floor slabs, and utilizing the opening and closing section and rotating section structure of a one-way spring lock, the problem of low construction efficiency in the top binding of steel truss floor slabs was solved, realizing a fast and simple steel reinforcement installation process and improving construction efficiency.
Patent Information
- Application Number
- CN202423263620.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-27
- Publication Date
- 2026-02-10
- Estimated Expiration
- 2034-12-27
AI Technical Summary
The construction efficiency of binding the top of the steel truss floor slab is low, and it is difficult for workers to move around, which affects the construction progress.
Design a steel reinforcement installation device for steel truss floor slabs, which adopts a one-way spring locking structure, including an opening and closing section and a rotating section. Through the opening and resetting mechanism of the opening and closing section, in conjunction with the gear structure of the rotating section, the steel reinforcement to be tied can be quickly passed through the upper chord reinforcement.
It improves the efficiency of rebar tying construction, reduces the complexity and construction time of manual operation, and avoids damage to the rebar by trampling.
Smart Images

Figure CN223893827U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of rebar tying technology, and in particular to a rebar installation device for a steel truss floor slab. Background Technology
[0002] In modern construction engineering, with the acceleration of urbanization and the continuous development of building technology, various buildings have placed higher demands on structural stability, space utilization, and construction efficiency. To avoid problems such as reduced interior ceiling height, uneven floor surfaces, corrosion protection, and fire resistance, the use of reinforced steel truss floor decks is becoming increasingly widespread. Reinforced steel truss floor decks are formed by processing the reinforcing bars in the floor slab into steel trusses in a factory and welding them to galvanized profiled steel sheets, thus improving the quality of floor slab construction.
[0003] However, since the position and spacing of the steel truss are fixed, the binding of the top of the steel truss requires passing through the top chord of the truss, which makes it difficult for workers to move and reduces construction efficiency. How to increase the construction efficiency of binding the top steel bars of the steel truss floor slab is a major problem that plagues on-site construction.
[0004] Therefore, there is an urgent need to design a device for binding and installing steel reinforcement in steel truss floor slabs to solve the problems existing in the current technology. Utility Model Content
[0005] The purpose of this utility model is to provide a steel reinforcement installation device for steel truss floor decks. This steel reinforcement installation device can solve the above-mentioned technical problems, enabling the steel reinforcement to be tied to quickly pass through the bottom of the upper chord reinforcement, and is simple and convenient to operate.
[0006] This utility model provides a steel reinforcement installation device for steel truss floor decking, including a one-way spring lock. The one-way spring lock has a handle at its top and a steel reinforcement fixing part at its bottom. The one-way spring lock has an opening and closing section and a rotating section on both sides, which are connected by a mating section. The opening and closing section can be opened inward, and the steel reinforcement to be tied can pass through the rotating section. The rotating section is always connected to the mating section when it rotates.
[0007] Preferably, the rotating section includes a rotating gear rotatably connected to the mating section below, the teeth of the rotating gear meshing with the mating section above, and the distance between the ends of adjacent teeth being greater than the diameter of the reinforcing bar to be tied.
[0008] Preferably, each of the gear teeth includes two opposing toothed pieces, and a curved locking block is provided on the opposite side of the end of each toothed piece. A slide rail is provided at the bottom of the upper mating section, and the locking block can slide along the slide rail.
[0009] Preferably, the distance between the ends of adjacent gear teeth is less than the length of the slide rail.
[0010] Preferably, the bottom end of the opening / closing section is rotatably connected to the mating section, a return spring is provided between the opening / closing section and the mating section, a U-shaped groove is provided at the top end of the opening / closing section, and a limiting block is provided on the outer side of the upper end of the mating section, the limiting block can engage with the U-shaped groove.
[0011] Preferably, the bottom of the limiting block is provided with a hook on the side near the opening and closing section.
[0012] Preferably, the rebar fixing part includes a limiting groove at the bottom end of the one-way spring lock, the size of the limiting groove is larger than the diameter of the rebar to be tied, and an adjustment component is provided on the bottom side wall of the limiting groove.
[0013] Preferably, the adjusting component includes an abutment block located within the limiting groove, with one end of a screw connected to the bottom of the abutment block, and the other end of the screw passing downward through the side wall of the limiting groove and connected to a nut.
[0014] Preferably, the grip handle is parallel to the axis of the limiting groove.
[0015] Preferably, the inner width of the one-way spring lock decreases from the opening / closing section side to the rotating section side.
[0016] Beneficial effects:
[0017] This utility model, by setting an opening and closing section and a rotating section on a one-way spring lock, can easily and quickly pass through the upper chord bar, thereby realizing the installation of the rebar. It makes it more convenient for the rebar to be tied to pass through, avoids the need for stopping and bending over during manual operation, reduces the number of workers at the same time, improves construction efficiency, and avoids trampling and damage to the rebar. Attached Figure Description
[0018] To more clearly illustrate the specific embodiments of this utility model or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.
[0019] Figure 1 This is a front view of the overall structure of this utility model;
[0020] Figure 2 This is a side view of the overall structure of this utility model;
[0021] Figure 3 This is a schematic diagram of the opening and closing section structure of this utility model;
[0022] Figure 4 This is a schematic diagram showing the disassembled structure of the rotating section of this utility model;
[0023] Figure 5 This is a schematic diagram of the completed installation of the steel reinforcement in the steel truss floor deck of this utility model.
[0024] Explanation of reference numerals in the attached figures:
[0025] 1-Holding handle, 2-Rotating section, 201-Gear tooth, 202-Gear plate, 203-Clamping block, 3-Matching section, 301-Limiting block, 302-Hook, 303-Slide rail, 4-Opening and closing section, 401-U-shaped groove, 5-Rebar fixing part, 501-Limiting groove, 502-Abutting block, 503-Screw rod, 504-Nut, 6-Rebar to be tied, 7-Upper chord bar, 8-Web bar. Detailed Implementation
[0026] The technical solution of this utility model will be clearly and completely described below with reference to the embodiments. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.
[0027] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.
[0028] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the stated features. In the description of this utility model, "a plurality of" means two or more, unless otherwise explicitly specified. Furthermore, the terms "installed," "connected," and "linked" should be interpreted broadly; for example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.
[0029] Example 1
[0030] like Figure 1-5 As shown, a steel reinforcement installation device for a steel truss floor slab includes an irregular annular one-way spring lock. The one-way spring lock has an opening / closing section 4 and a rotating section 2 on each side, connected by a mating section 3. The opening / closing section 4 can only open inwards. The bottom end of the opening / closing section 4 is rotatably connected to the mating section 3 via a rotating shaft. A return spring is sleeved on the outside of the rotating shaft, with both ends of the return spring inserted into the mating section 3. When pressure is applied to the opening / closing section 4, the return spring compresses and rotates, opening the opening / closing section 4 inwards. After the external force disappears, the opening / closing section 4 returns to its original position and closes under the action of the return spring. The return spring structure is omitted in the figure. A U-shaped groove 401 is provided at the top of the opening / closing section 4, and a limiting block 301 is provided on the outer side of the upper mating section 3. A hook 302 is provided at the bottom of the limiting block 301 near the opening / closing section 4. The hook 302 can engage with the U-shaped groove 401, ensuring a secure engagement between the opening / closing section 4 and the hook 302 after the opening / closing section 4 returns to its original position, preventing the opening / closing section 4 from slipping outwards.
[0031] The inner width of the one-way spring lock decreases from the opening / closing section 4 to the rotating section 2. The inner wall of the one-way spring lock is streamlined, so that the upper chord 7 slides towards the rotating section 2 when passing through the one-way spring lock, making it easier to disengage from the rotating section 2.
[0032] The rotating section 2 includes a rotating gear rotatably connected to the lower mating section 3. The rotating gear includes several sector-shaped teeth 201, each tooth 201 including two opposing tooth plates 202. Each tooth plate 202 has a curved locking block 203 on one opposite side of its end. The lower mating section 3 has an I-beam slide rail 303 at its bottom. The locking block 203 engages with the slide rail 303 and can slide along the slide rail 303. The distance between the I-beam slide rail 303 and the center of the rotating section 2 is greater than the diameter of the reinforcing bar 6 to be tied. The distance between the ends of adjacent teeth 201 is also greater than the diameter of the reinforcing bar 6 to be tied, facilitating the passage of the reinforcing bar 6 between the teeth 201. The distance between the ends of adjacent teeth 201 is less than the length of the slide rail 303, preventing the rotating section 2 from slipping off the mating section 3. The reinforcing bar 6 to be tied can pass through the rotating section 2, which remains connected to the mating section 3 during rotation. The lower mating section 3 also has an I-beam slide rail 303, ensuring stable and smooth rotation of the rotating section 2.
[0033] The one-way spring lock has a handle 1 at its top and a rebar fixing part 5 at its bottom. The rebar fixing part 5 includes a limiting groove 501 at the bottom of the one-way spring lock. The limiting groove 501 is larger than the diameter of the rebar 6 to be tied, facilitating the passage of the rebar 6 through the limiting groove 501 and adapting to different rebar types. An adjustment component is provided on the bottom side wall of the limiting groove 501. The adjustment component includes an abutment block 502 located within the limiting groove 501. One end of a screw rod 503 is connected to the bottom of the abutment block 502, and the other end of the screw rod 503 passes downward through the side wall of the limiting groove 501 and connects to a nut 504. The abutment block 502 abuts against the bottom of the rebar 6 to be tied. By rotating the nut 504, the length of the screw rod 503 between the bottom of the rebar 6 and the side wall of the limiting groove 501 can be adjusted, facilitating the locking of the rebar 6 and preventing displacement during the tying process. The handle 1 is parallel to the axis of the limiting groove 501, making operation more convenient. The preferred length of the handle 1 is 25-35cm.
[0034] Working principle:
[0035] Pass one end of the reinforcing bar 6 to be tied through the limiting groove 501, rotate the nut 504 to make the end of the screw 503 abutting block 502 press the reinforcing bar 6 to be tied, and confirm that it is locked firmly.
[0036] The worker holds the handle 1 and aligns the steel bar 6 to be tied with the upper chord bar 7 of the steel truss floor slab perpendicularly, between the two web members 8, and below the upper chord bar 7. The device is pushed forward, and the upper chord bar 7 opens the closing section 4 and enters the one-way spring lock. After the opening and closing section 4 loses external force, it resets under the action of the return spring and engages with the hook 302 to lock. The upper chord bar 7 approaches the rotating section 2 and enters the gap between the adjacent gear teeth 201. The locking block 203 slides along the slide rail 303 to complete the rotation, thereby driving the upper chord bar 7 to leave the one-way spring lock and completing the installation of this row of steel bars.
[0037] The operators are skilled in using it, and the entire installation process can be completed while walking without stopping.
[0038] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit it. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features therein. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of this utility model.
Claims
1. A steel reinforcement installation device for reinforced concrete truss floor slabs, characterized in that, The device includes a one-way spring lock, which has a handle at the top and a rebar fixing part at the bottom. The one-way spring lock has an opening and closing section and a rotating section on both sides, which are connected by a mating section. The opening and closing section can be opened inward, and the rebar to be tied can pass through the rotating section. The rotating section is always connected to the mating section when it rotates.
2. The steel reinforcement installation device for steel truss floor slabs according to claim 1, characterized in that, The rotating section includes a rotating gear rotatably connected to the mating section below. The teeth of the rotating gear mesh with the mating section above, and the distance between the ends of adjacent teeth is greater than the diameter of the reinforcing bar to be tied.
3. The steel reinforcement installation device for steel truss floor slabs according to claim 2, characterized in that, Each of the gear teeth includes two opposing toothed pieces, and a curved locking block is provided on the opposite side of the end of each toothed piece. A slide rail is provided at the bottom of the upper mating section, and the locking block can slide along the slide rail.
4. The steel reinforcement installation device for steel truss floor slabs according to claim 3, characterized in that, The distance between the ends of adjacent gear teeth is less than the length of the slide rail.
5. The steel reinforcement installation device for steel truss floor slabs according to claim 1, characterized in that, The bottom end of the opening / closing section is rotatably connected to the mating section. A return spring is provided between the opening / closing section and the mating section. A U-shaped groove is provided at the top of the opening / closing section. A limiting block is provided on the outer side of the upper end of the mating section. The limiting block can engage with the U-shaped groove.
6. The steel reinforcement installation device for steel truss floor slabs according to claim 5, characterized in that, The bottom of the limiting block is provided with a hook near the opening and closing section.
7. The steel reinforcement installation device for steel truss floor slabs according to claim 1, characterized in that, The rebar fixing part includes a limiting groove at the bottom end of the one-way spring lock. The size of the limiting groove is larger than the diameter of the rebar to be tied, and an adjustment component is provided on the bottom side wall of the limiting groove.
8. The steel reinforcement installation device for steel truss floor slabs according to claim 7, characterized in that, The adjustment assembly includes an abutment block located within the limiting groove. One end of a screw is connected to the bottom of the abutment block, and the other end of the screw passes downward through the side wall of the limiting groove and is connected to a nut.
9. The steel reinforcement installation device for steel truss floor slabs according to claim 7, characterized in that, The grip handle is parallel to the axis of the limiting groove.
10. The steel reinforcement installation device for steel truss floor slabs according to claim 1, characterized in that, The inner width of the one-way spring lock decreases from the opening / closing section side to the rotating section side.