Steel bar truss template

By introducing multi-directional, layered, separate support structures and combined connection designs into the steel truss formwork, the problem of insufficient support in single-layer structures is solved, the compressive strength and corrosion resistance of the formwork are improved, and a more stable support effect is achieved.

CN223853660UActive Publication Date: 2026-01-30WEIFANG KAITIAN CONSTRUCTION ENGINEERING SUPPORT CO LTD
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Patent Information

Application Number
CN202520245709.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-17
Publication Date
2026-01-30
Estimated Expiration
2035-02-17

AI Technical Summary

Technical Problem

The existing steel truss formwork is a single-layer structure, which results in limited support above and insufficient load-bearing capacity, affecting its actual performance.

Method used

Introducing a multi-directional, layered, separated support structure into the steel truss formwork, by combining the upper deck slab, floor deck slab, and compression support plate, increases the staggered connection of the horizontal and vertical compression plates. Combined with the snap-fit ​​design of locking components and anti-corrosion shielding plates, the compressive support capacity of the formwork is enhanced.

Benefits of technology

It achieves overall connection firmness and compressive strength of steel truss formwork, improves the load-bearing capacity and corrosion resistance of formwork, and ensures the stability and durability of the supporting structure.

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Abstract

The utility model relates to the technical field of steel bar trusses, in particular to a steel bar truss formwork which comprises a floor bearing plate body, a steel bar truss body is fixedly installed on the top of the floor bearing plate body, a compression-resistant supporting plate is fixedly connected to the bottom of the floor bearing plate body, and a locking assembly is connected to the side face of the compression-resistant supporting plate. A supporting vertical rod is fixedly installed at the top of the floor support plate body through an embedded opening, an upper support plate is fixedly connected to the top of the supporting vertical rod, a restraining clamping sleeve is fixedly connected to the bottom of the upper support plate, and the bottom of the restraining clamping sleeve and the top of a steel bar truss body are connected in a clamped mode and matched. According to the utility model, the upper bearing plate is connected on the steel bar truss template of the main body, and multi-direction layered separated support between the upper bearing plate and the floor bearing plate can be utilized, so that the compression-resistant support effect of the steel bar truss template is enhanced, and the effect of supporting and bearing the steel bar truss template by upper and lower connection component force is realized.
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Description

TECHNICAL FIELD

[0001] The utility model relates to a steel bar truss formwork belongs to steel bar truss technical field. BACKGROUND

[0002] Steel bar truss refers to the truss industry and civil building roof structure crane beam, bridge and water conservancy gate etc.

[0003] Such as patent number for CN202422297430.6 a steel bar truss formwork, including floor support plate main part and install in the steel truss of floor support plate main part surface, the surface of floor support plate main part is equidistant and opens several sliding grooves, the inside of floor support plate main part is opened and is connected with the insertion slot of sliding groove inside, the connecting assembly is installed at the connecting place of steel truss and floor support plate main part, the connecting assembly includes the sliding plate of fixed connection in the bottom of steel truss, the side surface fixed connection of sliding plate has upper toothed plate, the insertion slot is fixedly connected with lower toothed plate, the bottom of upper toothed plate and the upper portion of lower toothed plate are all provided with the tooth shape, and they can be clamped and connected.

[0004] Because the above steel bar truss formwork is steel bar truss connection support, but it is single layer structure piece steel bar truss upper support connection, and the upper support effect of single section is limited, so that its stress dispersion capacity is insufficient, and it brings certain adverse effect to actual use, therefore needs improvement. UTILITY MODEL CONTENTS

[0005] The utility model discloses a steel bar truss formwork, the utility model discloses a steel bar truss formwork through the connection of upper bearing plate on the steel bar truss formwork of main part, can utilize the multi -directional level separation support between upper bearing plate and floor support plate, has strengthened the compression support effect of this steel bar truss formwork, to solve the problem raised in above -mentioned background art.

[0006] To realize above -mentioned purpose, the utility model provides the following technical scheme:

[0007] The utility model provides a steel bar truss formwork, including floor support plate main part, the top of floor support plate main part is fixedly installed with steel bar truss body, the bottom of floor support plate main part is fixedly connected with the compression support plate, the side of compression support plate is connected with locking assembly, the top of floor support plate main part is fixedly installed with support vertical rod through pre -buried mouth, the top of support vertical rod is fixedly connected with upper support plate, the bottom of upper support plate is fixedly connected with constraint clamping sleeve, the bottom of constraint clamping sleeve and the top of steel bar truss body are connected and adapt, the top of upper support plate is fixedly connected with guard frame plate.

[0008] Further, the bottom of the compression support plate is fixedly connected with a receiving plate frame, which is composed of a transverse compression plate and a vertical compression plate, and the transverse compression plate and the vertical compression plate are connected in a staggered manner.

[0009] Further, the locking assembly includes a locking clamping plate and a locking clamping groove, the locking clamping plate is fixedly connected to the left side of the compression support plate, and the locking clamping groove is formed on the right side of the compression support plate, the inner wall of the locking clamping groove and the surface of the locking clamping plate are connected and adapted.

[0010] Further, the top of the floor support plate main body near the side is fixedly connected with a reinforcing plate, the inside of the reinforcing plate, the inside of the upper support plate, and the inside of the guard frame plate are all threadedly connected with reinforcing screws through internal thread grooves.

[0011] Further, the top of the guard frame plate is provided with a clamping groove, and the inside of the clamping groove is connected with a corrosion-resistant cover plate.

[0012] Further, the inside of the clamping groove and the inside of the corrosion-resistant cover plate are both provided with a connecting anti-slip clamping groove, and the inner wall of the connecting anti-slip clamping groove is connected with a plug-in clamping rod.

[0013] Further, the bottom of the steel bar truss body is fixedly connected with a stress connecting rod, the number of the stress connecting rod is at least five, and the at least five steel bar truss bodies are connected in front and back positions on the steel bar truss body.

[0014] The utility model discloses a steel bar truss formwork, including floor support plate main part, the top of floor support plate main part is fixedly installed with steel bar truss body, the bottom of floor support plate main part is fixedly connected with the compression support plate, the side of compression support plate is connected with locking assembly, the top of floor support plate main part is fixedly installed with support vertical rod through pre -buried mouth, the top of support vertical rod is fixedly connected with upper support plate, the bottom of upper support plate is fixedly connected with constraint clamping sleeve, the bottom of constraint clamping sleeve and the top of steel bar truss body are connected and adapt, the top of upper support plate is fixedly connected with guard frame plate.

[0015] In the utility model, the steel bar truss body is connected at the upper part of the floor support plate main body, and the stress connecting rod is arranged at the inside bottom of the steel bar truss body, so that the inside of the whole steel bar truss body can be reinforced and supported, the compression support plate is arranged below the floor support plate main body, and the compression support plate can be used to support the pressure above, the support vertical rod with a proper length is pre-buried at the upper part of the floor support plate main body, so that the lower part of the upper support plate can abut against the upper part of the steel bar truss body, and the connection firmness of the reinforced steel bar truss formwork is determined.

[0016] The utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized. BRIEF DESCRIPTION OF DRAWINGS

[0017] The accompanying drawings are included to provide a further understanding of the present application, and are incorporated in and constitute apart of this specification, illustrate embodiments of the present application, and together with the general description of the application given above and the detailed description of the application given below, serve to explain the present application.

[0018] Figure 1 It is a reinforced truss formwork's structure schematic view in the utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized.

[0019] Figure 2 It is a reinforced truss formwork's structure schematic view in the utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized.

[0020] Figure 3 It is a reinforced truss formwork's structure schematic view in the utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized.

[0021] Figure 4 It is a reinforced truss formwork's structure schematic view in the utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized.

[0022] Figure 5 It is a reinforced truss formwork's structure schematic view in the utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized.

[0023] Figure 6 It is a reinforced truss formwork's structure schematic view in the utility model discloses a reinforced truss formwork's structure is improved, and the reinforced truss formwork's upper and lower position connection effect is strengthened, and the reinforced truss formwork's upper and lower connection force support effect is realized.

[0024] Marked number in the drawing: 1, floor support plate main part;2, reinforced truss body;3, compression support plate;4, support vertical pole;5, upper support plate;6, constraint clamping sleeve;7, guard frame;8, receiving plate frame;9, locking clamping plate;10, locking clamping groove;11, reinforcing plate;12, reinforcing screw;13, clamping groove;14, anticorrosion shelter board;15, antiskid clamping groove;16, plug-in clamping rod;17, force connecting rod. DETAILED DESCRIPTION

[0025] Clearly and completely describe the technical scheme in the embodiments of the utility model with reference to the drawings in the embodiments of the utility model, obviously, the described embodiments are only some embodiments of the utility model, not all embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor belong to the scope of protection of the utility model.

[0026] Embodiment 1 please refer to Figures 1-6 The utility model provides a technical scheme:

[0027] A steel bar truss formwork, including floor support plate main part 1, the top of floor support plate main part 1 is fixedly installed with steel bar truss body 2, the bottom of floor support plate main part 1 is fixedly connected with the compression support plate 3, the side of compression support plate 3 is connected with locking assembly, the top of floor support plate main part 1 is fixedly installed with support vertical rod 4 through pre-buried mouth, the top of support vertical rod 4 is fixedly connected with upper support plate 5, the bottom of upper support plate 5 is fixedly connected with constraint clamping sleeve 6, the bottom of constraint clamping sleeve 6 and the top of steel bar truss body 2 are clamped and adapt, the top of upper support plate 5 is fixedly connected with guard frame plate 7.

[0028] Specifically, as Figures 1-6 The bottom of compression support plate 3 is fixedly connected with the receiving plate frame 8, the receiving plate frame 8 is composed of horizontal compression plate and vertical compression plate, and the horizontal compression plate and the vertical compression plate are connected with each other in staggered manner, the bottom of floor support plate main part 1 is provided with the receiving plate frame 8, which can play a supporting effect, and the horizontal compression plate and the vertical compression plate in staggered manner can play a compression effect.

[0029] Further, the top of floor support plate main part 1 close to its side is fixedly connected with reinforcing plate 11, the inside of reinforcing plate 11 and the inside of upper support plate 5 and guard frame plate 7 are all fixedly connected with reinforcing screw 12 through internal thread groove, and the inside of reinforcing plate 11 and the inside of upper support plate 5 and guard frame plate 7 are connected by rotating reinforcing plate 11, so that the connecting and reinforcing effect between floor support plate main part 1 and guard frame plate 7 is enhanced.

[0030] Further, the bottom of steel bar truss body 2 is fixedly connected with stress connecting rod 17, the number of stress connecting rod 17 is at least five, and the at least five steel bar truss bodies 2 are connected on the steel bar truss body 2 in front and back positions, and the stress connecting rod 17 is arranged at the inside bottom of steel bar truss body 2, so that the inside of entire steel bar truss body 2 is reinforced and supported.

[0031] Specifically, as Figures 1-6As shown, the locking assembly comprises a locking clamping plate 9 fixedly connected on the left side of the compression-resistant support plate 3 and a locking clamping groove 10 formed on the right side of the compression-resistant support plate 3, the inner wall of the locking clamping groove 10 and the surface of the locking clamping plate 9 are adapted and clamped, and the steel bar truss formwork at the left and right positions can be connected under the action of the locking clamping plate 9 and the locking clamping groove 10.

[0032] Embodiment 2, please refer to Figures 1-6 The difference between the embodiment and the embodiment 1 is that the top of the protection frame plate 7 is provided with a clamping groove 13, and the clamping groove 13 is internally clamped with a corrosion protection cover plate 14. The inner part of the clamping groove 13 and the inner part of the corrosion protection cover plate 14 are both provided with a connecting anti-skid clamping groove 15, the inner wall of the connecting anti-skid clamping groove 15 is clamped with a plug-in clamping rod 16, the corrosion protection cover plate 14 is connected in the clamping groove 13 provided on the top of the protection frame plate 7, and the connecting anti-skid clamping groove 15 is provided on the side surface of the clamping groove 13 and the corrosion protection cover plate 14, the plug-in clamping rod 16 is connected in the inner wall of the connecting anti-skid clamping groove 15, and the corrosion protection cover plate 14 is stably placed and connected on the protection frame plate 7.

[0033] The working principle of the utility model is: in use, the steel bar truss body 2 is connected at the top of the floor slab main body 1, the stress connecting rod 17 is arranged at the inner bottom of the steel bar truss body 2, the inner reinforcement of the whole steel bar truss body 2 is strengthened and supported, the compression-resistant support plate 3 is arranged below the floor slab main body 1 and is used for supporting the pressure above, the support stand 4 with a proper length is connected by pre-buried connection at the top of the floor slab main body 1, the lower part of the upper support plate 5 is abutted on the top of the steel bar truss body 2 under the abutment and restraint of the constraint clamping sleeve 6, the connection of the floor slab main body 1 and the upper support plate 5 at the upper and lower positions is realized, the corrosion protection cover plate 14 is connected in the clamping groove 13 provided on the top of the protection frame plate 7, the connecting anti-skid clamping groove 15 is provided on the side surface of the clamping groove 13 and the corrosion protection cover plate 14, the plug-in clamping rod 16 is connected in the inner wall of the connecting anti-skid clamping groove 15, and the corrosion protection cover plate 14 is stably placed and connected on the protection frame plate 7, the bottom of the floor slab main body 1 is provided with the receiving plate frame 8, the effect of supporting and receiving is realized, the horizontal compression-resistant plate and the vertical compression-resistant plate are staggered and are used for resisting pressure, the steel bar truss formwork at the left and right positions can be connected under the action of the locking clamping plate 9 and the locking clamping groove 10, and the effect of supporting and receiving of the steel bar truss formwork is realized.

[0034] Although the embodiments of the present application have been shown and described, it is to be understood that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present application, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A steel bar truss formwork, comprising a floor deck main body (1), a steel bar truss body (2) is fixedly installed on the top of the floor deck main body (1), characterized in that: The bottom of the floor support plate body (1) is fixedly connected with a compression-resistant support plate (3), the side of the compression-resistant support plate (3) is connected with a locking assembly, the top of the floor support plate body (1) is fixedly installed with a support vertical rod (4) through a pre-buried opening, the top of the support vertical rod (4) is fixedly connected with an upper support plate (5), the bottom of the upper support plate (5) is fixedly connected with a constraint clamping sleeve (6), the bottom of the constraint clamping sleeve (6) is clamped and matched with the top of the steel bar truss body (2), and the top of the upper support plate (5) is fixedly connected with a protective frame plate (7).

2. A steel trussed formwork according to claim 1, characterised in that: The bottom of the compression-resistant support plate (3) is fixedly connected with a receiving plate frame (8), the receiving plate frame (8) is composed of a transverse compression-resistant plate and a vertical compression-resistant plate, and the transverse compression-resistant plate and the vertical compression-resistant plate are connected in a staggered manner.

3. A steel trussed formwork according to claim 1, wherein: The locking assembly comprises a locking clamping plate (9) and a locking clamping groove (10), the locking clamping plate (9) is fixedly connected to the left side of the compression-resistant support plate (3), the locking clamping groove (10) is formed in the right side of the compression-resistant support plate (3), and the inner wall of the locking clamping groove (10) is clamped and matched with the surface of the locking clamping plate (9).

4. A steel trussed formwork according to claim 1, wherein: The top of the floor support plate body (1) is fixedly connected with a reinforcing plate (11) near the side thereof, the interiors of the reinforcing plate (11), the upper support plate (5) and the protective frame plate (7) are all threadedly connected with reinforcing screws (12) through internal thread grooves.

5. A steel trussed formwork according to claim 1, wherein: The top of the protective frame plate (7) is provided with a clamping groove (13), and the interior of the clamping groove (13) is clamped with a corrosion-resistant cover plate (14).

6. A steel trussed formwork according to claim 5 wherein: The interiors of the clamping groove (13) and the corrosion-resistant cover plate (14) are both provided with a connecting anti-skid clamping groove (15), and the inner wall of the connecting anti-skid clamping groove (15) is clamped with a plug-in clamping rod (16).

7. A steel trussed formwork according to claim 1, wherein: The bottom of the steel bar truss body (2) is fixedly connected with a stress connecting rod (17), the number of the stress connecting rods (17) is at least five, and the at least five steel bar truss bodies (2) are connected in front and back positions on the steel bar truss body (2).

Citation Information

Patent Citations

  • Steel bar truss template

    CN221896029U