Buckle type auxiliary device for fixing steel bar truss

By designing a snap-type fixed steel truss auxiliary device including steel bar truss components and fixing components, the problem of insufficient fixing and limiting effects of the existing snap-up devices is solved, and the stable connection of steel truss under gravity pressure is achieved, thereby avoiding damage to the floor bearing plate and building accidents.

CN222822697UActive Publication Date: 2025-05-02SHANXI WUJIAN GRP CO LTD
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Patent Information

Application Number
CN202421816227.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-30
Publication Date
2025-05-02
Estimated Expiration
2034-07-30

AI Technical Summary

Technical Problem

The existing snapping device has low fixation and limiting effect on the steel bar truss, causing the steel bar truss to detach from the snap when under gravity pressure, resulting in damage to the floor bearing plate and construction accidents.

Method used

A snap-on fixed steel bar truss auxiliary device is designed, including a base plate, a positioning hole, a fixing block, a working groove, a steel bar truss assembly and a fixing assembly. The steel bar truss assembly is welded to the lower and upper chords of the steel bars, and is fixed and limited by using limit vertical grooves, limit inclined grooves and fixing rods to ensure the stability of the steel bar truss.

Benefits of technology

Through the design of this device, the steel bar truss can maintain stable connection when under gravity pressure, avoid disengagement, and ensure the safety and stability of the steel bar truss floor bearing plate.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a buckle type auxiliary device for fixing a steel bar truss, which belongs to the technical field of fabricated buildings and comprises a bottom plate, positioning holes are formed in the front side and the rear side of the top of the bottom plate, a fixing block is arranged at the top of each positioning hole, a working groove is formed in the top of each fixing block, and a steel bar truss assembly is placed in each working groove. A fixing assembly is arranged in the working groove, and the steel bar truss assembly is connected and installed in the working groove of the fixing block through the fixing assembly. Through the arrangement of the steel bar truss assembly, the structure of the steel bar truss is more stable, and the situation that after concrete is poured, the top of the steel bar truss is likely to be disassembled after being stressed is avoided.
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Description

Technical Field

[0001] The utility model belongs to the technical field of assembled buildings, in particular to a buckle-type auxiliary device for fixing a steel bar truss. Background Art

[0002] Steel truss floor decking is a new building material that has been developed in recent years and has been widely used in the construction of various steel structures and municipal (highways, bridges). At present, the production of steel truss floor decking is to weld three specifications (upper chord, lower chord and web) of steel bars (web including bending) into steel trusses, and in order to make the bottom template removable after pouring concrete and curing, so as to achieve the purpose of reusing the bottom template and reducing construction costs, and to be able to directly use the concrete floor layer for decoration after general painting after removing the bottom template. Existing steel truss floor decking no longer uses resistance spot welding to weld the steel truss and the bottom template into one, but by setting a snap device, the steel truss is fixedly connected to the bottom template through the snap device, and the snap device and the bottom template are detachably connected. However, the buckle assembly of the existing device has a low fixing and limiting effect on the steel truss. When the top of the steel truss is subjected to pressure from the upper building structure due to gravity attraction, the steel truss and the buckle will be disconnected, causing damage to the steel truss floor deck and unexpected building problems. Summary of the invention

[0003] The purpose of the utility model is to solve the problems existing in the above-mentioned prior art and to provide a buckle-type auxiliary device for fixing a steel bar truss.

[0004] The utility model is realized through the following technical solutions:

[0005] A snap-on auxiliary device for fixing a steel bar truss comprises a base plate, the front and rear sides of the top of the base plate are provided with positioning holes, a fixing block is arranged on the top of the positioning hole, a working groove is arranged on the top of the fixing block, a steel bar truss component is placed inside the working groove, and a fixing component is arranged inside the working groove.

[0006] The steel bar truss assembly includes a web member, two of which are placed inside the working groove, a steel bar lower chord is welded to the bottom of the outer side of the web member surface, and a steel bar upper chord is welded to the top of the inner side of the web member surface.

[0007] The fixing component includes a limiting vertical groove and a limiting oblique groove. There are two limiting vertical grooves, which are respectively opened at the front and rear sides of the working groove; there are two limiting oblique grooves, which are respectively opened at the front and rear sides of the working groove, and the two limiting oblique grooves are respectively located on the outsides of the two limiting vertical grooves; a fixing rod is placed on the top of the lower chord of the steel bar, and a limiting vertical rod is welded on the inner side of the surface of the fixing rod. There are three limiting vertical rods, and the bottom of the limiting vertical rod is movably connected to the inside of the limiting vertical groove, and a limiting oblique rod is welded on the outer side of the surface of the fixing rod. There are three limiting oblique rods, and the bottom of the limiting oblique rod is movably connected to the inside of the limiting oblique groove.

[0008] As a preferred technical solution, the number of positioning holes is six, three positioning holes on the front side and three positioning holes on the rear side, and the three positioning holes on each side are located at the same horizontal line on the left and right sides; a fixing block 3 is provided on each positioning hole.

[0009] As a preferred technical solution, horizontal holes are provided on the front and rear sides of the right bottom of the fixed block, and the horizontal holes penetrate to the front and rear sides of the left bottom of the fixed block. Cross bars are slidably connected inside the horizontal holes on the same horizontal line on the left and right sides; the three fixed blocks on each side are connected together by two cross bars on the front and rear sides.

[0010] As a preferred technical solution, the two adjacent fixed blocks on each side are connected together by two fixed cross frames on the front and rear sides. Fixing holes are opened at the four corners of the top of the fixed block. The fixed cross frame adopts an n-type frame body, and its left end is inserted into the fixing hole on the left fixed block, and its right end is inserted into the fixing hole on the right fixed block.

[0011] As a preferred technical solution, a bolt is movably connected inside the positioning hole, and the top of the bolt is threadedly connected to the bottom of the fixing block.

[0012] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0013] 1) The utility model arranges the fixing assembly, places the web member inside the working groove, welds the lower chord of the steel bar to the bottom of the outer side of the web member surface, welds the upper chord of the steel bar to the top of the inner side of the web member surface, completes the installation of the steel truss assembly, places the limiting vertical rod inside the limiting vertical groove, and then places the limiting diagonal rod inside the limiting diagonal groove, knocks the fixing rod downward by a building hammer, and the fixing rod drives the limiting vertical rod and the limiting diagonal rod to move toward the bottom of the limiting vertical groove and the limiting diagonal groove respectively. When the bottom of the fixing rod surface contacts the top of the lower chord surface of the steel bar, the bottom of the fixing rod surface is welded to the top of the lower chord surface of the steel bar, and subsequent concrete pouring can be carried out. After the concrete pouring is completed, the fixing plate and the bottom plate are removed by bolts, which solves the problem that the fixing and limiting effect of the buckle assembly of the original device on the steel truss is low. When the top of the steel truss is subjected to the pressure generated by the gravity attraction of the building structure above, the steel truss and the buckle will be disconnected, resulting in damage to the steel truss floor deck and construction accidents.

[0014] 2) The utility model makes the structure of the steel truss more stable by setting the steel truss assembly, thereby avoiding the situation where the top of the steel truss may disintegrate due to pressure after concrete pouring. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a three-dimensional structural schematic diagram of the utility model.

[0016] Figure 2 It is a schematic diagram of the explosion structure of the utility model.

[0017] Figure 3 It is a schematic diagram of the exploded structure of the fixing block and the steel bar truss assembly, i.e. the fixing assembly in the utility model.

[0018] In the figure: 1, bottom plate; 2, positioning hole; 3, fixing block; 4, working groove; 5, steel bar truss assembly; 51, web member; 52, steel bar lower chord; 53, steel bar upper chord; 6, fixing assembly; 61, limiting vertical groove; 62, limiting oblique groove; 63, fixing rod; 64, limiting vertical rod; 65, limiting oblique rod; 7, horizontal hole; 8, cross bar; 9, fixing hole; 10, fixing cross frame; 11, bolt. DETAILED DESCRIPTION

[0019] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0020] like Figures 1 to 3 As shown, the utility model provides a snap-on auxiliary device for fixing a steel bar truss, comprising a base plate 1, a positioning hole 2 is provided on the front and rear sides of the top of the base plate 1, a fixing block 3 is provided on the top of the positioning hole 2, a working groove 4 is provided on the top of the fixing block 3, a steel bar truss assembly 5 is placed inside the working groove 4, a fixing assembly 6 is provided inside the working groove 4, and the steel bar truss assembly 5 is connected and installed in the working groove 4 through the fixing assembly 6.

[0021] The steel bar truss assembly includes a web member 51, and the number of the web members 51 is two. The web members 51 are placed inside the working groove 4. A steel bar lower chord 52 is welded to the bottom of the outer surface of the web member 51, and the number of the steel bar lower chord 52 is two. A steel bar upper chord 53 is welded to the top of the inner surface of the web member 51. The arrangement of the steel bar truss assembly 5 makes the structure of the steel bar truss more stable, and avoids the situation that the top of the steel bar truss may disintegrate after being subjected to pressure after concrete pouring.

[0022] The fixing assembly 6 includes a limiting vertical slot 61 and a limiting oblique slot 62. The number of the limiting vertical slots 61 is two, and the two limiting vertical slots 61 are respectively opened at the front side and the rear side inside the working slot 4; the number of the limiting oblique slots 62 is two, and the two limiting oblique slots 62 are respectively opened at the front side and the rear side inside the working slot 4, and the two limiting oblique slots 62 are respectively located on the outside of the two limiting vertical slots 61; a fixing rod 63 is placed on the top of the lower chord 52 of the steel bar, and a limiting vertical rod 64 is welded on the inner side of the surface of the fixing rod 63. The number of the limiting vertical rods 64 is three, and the bottom of the limiting vertical rod 64 is movably connected to the inside of the limiting vertical slot 61, and a limiting oblique rod 65 is welded on the outer side of the surface of the fixing rod 63. The number of the limiting oblique rods 65 is three, and the bottom of the limiting oblique rod 65 is movably connected to the inside of the limiting oblique slot 62. By setting the fixing component 6, the steel truss can be fixed and limited to avoid the situation in which the top of the steel truss is subjected to the pressure generated by the gravity attraction of the building structure above during use, which will cause the steel truss to be disconnected from the buckle and cause damage to the steel truss floor deck.

[0023] In specific implementation, there are six positioning holes 2, three positioning holes 2 on the front side and three positioning holes 2 on the rear side, and the three positioning holes 2 on each side are all at the same horizontal line left and right; a fixing block 3 is provided on each positioning hole 2. By providing six positioning holes 2, multiple steel bar trusses can be placed in the working groove 4 at the same horizontal line left and right at the same time, avoiding the situation that the fixing blocks 3 are not at the same horizontal line left and right during the concrete pouring process, resulting in the need for manual placement when using after pouring.

[0024] In specific implementation, the front and rear sides of the right bottom of the fixed block 3 are provided with horizontal holes 7, which penetrate to the front and rear sides of the left bottom of the fixed block 3, and the horizontal holes 7 on the same horizontal line on the left and right are slidably connected with cross bars 8; the three fixed blocks 3 on each side are connected together by two cross bars 8 on the front and rear sides. By setting the horizontal holes 7, the cross bars 8 can be used to connect the positioning blocks 3 at the same horizontal position on the left and right in series, so as to avoid the situation that the fixed blocks 3 cannot be at the same horizontal position on the left and right.

[0025] In specific implementation, the two adjacent fixing blocks 3 on each side are connected together by two fixing cross frames 10 on the front and rear sides, and fixing holes 9 are provided at the four corners of the top of the fixing block 3. The fixing cross frame 10 adopts an n-shaped frame body, and its left end is inserted into the fixing hole 9 on the left fixing block 3, and its right end is inserted into the fixing hole 9 on the right fixing block. Through the setting of the fixing holes 9, the two adjacent fixing blocks 3 can be fixed and limited, avoiding the situation that the fixing block 3 cannot be placed horizontally on the top of the bottom plate 1.

[0026] In specific implementation, the interior of the positioning hole 2 is movably connected with a bolt 11, and the top of the bolt 11 is threadedly connected to the bottom of the fixing block 3. Through the arrangement of the bolt 11, the fixing block 3 can be conveniently connected to the top of the bottom plate 1, avoiding the situation that the bottom plate 1 cannot be detached after concrete pouring, so that the bottom plate 1 can be reused.

[0027] The working principle and use process of the utility model are as follows:

[0028] When in use, the user first places the fixing block 3 on the top of the positioning hole 2 opened on the top of the bottom plate 1, and then uses the bolt 11 to thread the fixing block 3 and the bottom plate 1, and uses the cross bar 8 to connect the horizontal holes 7 of the fixing blocks 3 that are at the same horizontal limit on the left and right in series, and respectively inserts the two ends of the fixing cross frame 10 into the fixing holes 9 of the two adjacent fixing blocks 3, so that the two adjacent fixing blocks 3 are at the same horizontal position on the left and right, and places the web member 51 inside the working groove 4, welds the lower chord 52 of the steel bar to the bottom of the outer surface of the web member 51, and welds the upper chord 53 of the steel bar to the top of the inner surface of the web member 51, and the installation of the steel truss assembly 5 is completed. , place the limiting vertical rod 64 inside the limiting vertical groove 61, and then place the limiting oblique rod 65 inside the limiting oblique groove 62, and use the building hammer to knock the fixing rod 63 downward, and the fixing rod 63 drives the limiting vertical rod 64 and the limiting oblique rod 65 to move toward the bottom of the limiting vertical groove 61 and the limiting oblique groove 62 respectively. When the bottom of the surface of the fixing rod 63 contacts the top of the surface of the lower chord 52 of the steel bar, the bottom of the surface of the fixing rod 63 is welded to the top of the surface of the lower chord 52 of the steel bar, and subsequent concrete pouring can be carried out. After the concrete pouring is completed, the fixing block 3 and the bottom plate 1 are removed by the bolts 11, thereby achieving an efficient fixing effect.

[0029] To sum up, the clip-on auxiliary device for fixing steel trusses, through the base plate 1, positioning holes 2, fixing blocks 3, working grooves 4, steel truss components 5, web members 61, steel lower chords 62, steel upper chords 63, fixing components 7, limiting vertical grooves 71, limiting oblique grooves 72, fixing rods 73, limiting vertical rods 74, limiting oblique rods 75, horizontal holes 8, cross bars 9, fixing holes 10, fixing cross frames 11, and bolts 12, solves the problem that the fixing and limiting effects of the clip-on components of the existing devices on the steel trusses are relatively low. When the top of the steel truss is subjected to the pressure generated by the gravity attraction of the building structure above, the steel truss will be disconnected from the clip, resulting in damage to the steel truss floor deck and construction accidents.

[0030] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0031] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A buckle-type auxiliary device for fixing a steel bar truss, characterized in that: It includes a bottom plate, the front side and the rear side of the top of the bottom plate are both provided with positioning holes, a fixing block is arranged on the top of the positioning hole, a working groove is arranged on the top of the fixing block, a steel bar truss component is placed inside the working groove, and a fixing component is arranged inside the working groove; The steel bar truss assembly includes a web member, the number of which is two, the web member is placed inside the working groove, a steel bar lower chord is welded at the bottom of the outer side of the web member surface, the number of the steel bar lower chord is two, and a steel bar upper chord is welded at the top of the inner side of the web member surface; The fixing component includes a limiting vertical groove and a limiting oblique groove. There are two limiting vertical grooves, which are respectively opened at the front and rear sides of the working groove; there are two limiting oblique grooves, which are respectively opened at the front and rear sides of the working groove, and the two limiting oblique grooves are respectively located on the outsides of the two limiting vertical grooves; a fixing rod is placed on the top of the lower chord of the steel bar, and a limiting vertical rod is welded on the inner side of the surface of the fixing rod. There are three limiting vertical rods, and the bottom of the limiting vertical rod is movably connected to the inside of the limiting vertical groove, and a limiting oblique rod is welded on the outer side of the surface of the fixing rod. There are three limiting oblique rods, and the bottom of the limiting oblique rod is movably connected to the inside of the limiting oblique groove.

2. The buckle-type auxiliary device for fixing a steel bar truss according to claim 1 is characterized in that: There are six positioning holes, three on the front side and three on the rear side, and the three positioning holes on each side are located at the same horizontal line on the left and right sides; a fixing block is arranged on each positioning hole.

3. The buckle-type auxiliary device for fixing a steel bar truss according to claim 2 is characterized in that: Horizontal holes are provided on the front and rear sides of the right bottom of the fixed block, and the horizontal holes penetrate to the front and rear sides of the left bottom of the fixed block. The horizontal holes on the same horizontal line on the left and right are slidably connected with cross bars; the three fixed blocks on each side are connected together by two cross bars on the front and rear sides.

4. The buckle-type auxiliary device for fixing a steel bar truss according to claim 2 is characterized in that: The two adjacent fixed blocks on each side are connected together by two fixed cross frames on the front and rear sides. Fixing holes are opened at the four corners of the top of the fixed block. The fixed cross frame adopts an n-shaped frame body, and its left end is inserted into the fixing hole on the left fixed block, and its right end is inserted into the fixing hole on the right fixed block.

5. The buckle-type auxiliary device for fixing a steel bar truss according to claim 2 is characterized in that: A bolt is movably connected inside the positioning hole, and the top of the bolt is threadedly connected to the bottom of the fixing block.