Steel bar truss floor support plate convenient to assemble
By designing the installation mechanism of the snap-up assembly and lock-up assembly, the problem that the existing steel bar truss bearing plate cannot stably jamm the steel bar truss at different spacings is solved, and the stable installation and easy construction of the steel bar truss plate is achieved.
Patent Information
- Application Number
- CN202420902305.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-28
- Publication Date
- 2025-02-11
- Estimated Expiration
- 2034-04-28
AI Technical Summary
During the installation process, the existing steel bar truss bearing plates cannot stably jammed the steel bar trusses of different spacings, and the bottom plate is directly poured by concrete, making it difficult to facilitate on-site construction and high-rise handling.
An installation mechanism including a clamping assembly and a locking assembly is designed. The clamping assembly consists of a lifting rail, a clamping block, an elliptical rubber plate, etc., and slides in the rail groove and deformation of the elliptical rubber plate. Achieve stable jamming of steel bar trusses at different spacings; the locking assembly quickly fixes the position of the clamping block through the rotating shaft, side plate and limiting column.
The steel bar truss plate is stable and stuck to steel bar trusses at different spacings, avoiding position deviation and construction errors, and is lightweighted by aluminum bottom formwork, which is convenient for high-rise handling and construction.
Smart Images

Figure CN222456514U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a steel bar truss floor deck which is easy to assemble and belongs to the technical field. Background Art
[0002] Patent CN217734513U discloses an assembled steel truss floor deck, which relates to the field of building structures, including a base plate and a steel truss, wherein a steel mesh is embedded in the base plate, the steel mesh is provided with a slot, the steel trusses are arranged in parallel and at intervals, and the steel trusses are embedded in the slots so that the steel trusses are clamped with the steel mesh; the clamping method makes the steel trusses more convenient during installation, and effectively reduces the construction error caused by position offset; the base plate is cast with concrete, and bears external loads together with the cast-in-place concrete floor slab, thus becoming a part of the floor slab in the building, avoiding the need to remove the formwork, and the problem of holes and gaps in the floor slab after the formwork is removed after the concrete is poured and formed. However, the patent still has the following problems in actual use:
[0003] Although the steel mesh and the lower chord steel bars in the above-mentioned device can be spliced together with auxiliary welding, the position of the steel mesh slot is fixed, resulting in that the base plate can only be applied to a steel truss of a fixed specification. In addition, due to the errors in the production of the steel truss itself, the spacing between the two lower chord steel bars is not completely fixed to the specified parameters. However, the length of the steel mesh slot is fixed, so the device cannot stably clamp the steel truss. In addition, the base plate in the above-mentioned device is directly cast with concrete, which is not convenient for transporting to high floors during on-site construction. Utility Model Content
[0004] In order to solve the above problems existing in the prior art, the utility model provides a steel bar truss floor deck that is easy to assemble and can stably clamp the steel bar truss.
[0005] The technical solution of the utility model is as follows:
[0006] A steel bar truss floor deck that is easy to assemble, includes a steel bar truss plate, an installation mechanism is arranged below the lower chord steel bars of the steel bar truss plate, the installation mechanism includes a bottom template, and a clamping assembly is arranged between the bottom template and the lower chord steel bars; the clamping assembly includes a lifting rail fixed symmetrically to the top surface of the bottom template, a rail groove is provided inside the lifting rail, and a plurality of clamping blocks are slidably connected in the rail groove, two opposite clamping blocks form a group, and the two clamping blocks of the same group are respectively used to clamp to the two lower chord steel bars of the steel bar truss plate on the opposite sides; a locking assembly is also arranged on the side of the two clamping blocks of the same group that are away from each other.
[0007] Among them, the locking assembly includes a side plate arranged on the side away from each other of the two locking blocks, the side plate is rotatably connected to a rotating shaft in the vertical direction, the top end of the rotating shaft is fixedly connected to a knob, the bottom end of the rotating shaft is fixedly connected to a sliding column, and the sliding column is slidably connected to the lifting rail; an elliptical rubber plate is fixedly connected to the outer side of the sliding column, the longest diameter of the elliptical rubber plate is greater than the width of the rail groove, and the shortest diameter of the elliptical rubber plate is less than the width of the rail groove.
[0008] Wherein, a limiting column is fixedly connected to the middle of the rotating shaft, a limiting groove is provided inside the side plate, and the limiting column is slidably connected in the limiting groove.
[0009] Wherein, the limiting groove is an arc groove with an arc slightly greater than 90 degrees.
[0010] Among them, a casting cavity is opened inside the bottom formwork, and a plurality of through holes are opened in the middle of the bottom formwork, and the through holes connect the upper and lower sides of the bottom formwork; pouring ports are opened on the top of both sides of the bottom formwork; the pouring ports pour cement into the casting cavity, and the cement passes through the through holes to form the bottom formwork, the building body, and the steel truss plate into one.
[0011] Wherein, the length of the bottom template is longer than the lower chord steel bar.
[0012] Wherein, the bottom template is made of metal aluminum.
[0013] The utility model has the following beneficial effects:
[0014] The device can push the positioning blocks to slide in the rail groove, so that the two positioning blocks can stably clamp the two lower chord steel bars with different spacings from both sides, and then rotate the rotating shaft to make the elliptical rubber plate fit and squeeze the lifting rail and deform, finally making the spacing between the two positioning blocks adapt to clamping the two lower chord steel bars with different spacings, and the position of the positioning blocks can be quickly fixed, so that the position of the entire steel truss plate will not be changed due to subsequent construction.
[0015] The device pours cement into the pouring cavity through the pouring port. The cement passes through the through hole to form the bottom formwork, the building body, and the steel truss plate into one body, thus avoiding disassembly. Moreover, the bottom formwork is made of aluminum and is light in weight, so it is convenient to transport the bottom formwork to different floors. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 This is a schematic diagram of the front cross-section structure of the utility model;
[0017] Figure 2 It is a side view structural diagram of the lifting rail and the lower chord steel bar of the utility model;
[0018] Figure 3 This is a schematic diagram of the structure of the elliptical rubber plate of the utility model in a fitted state;
[0019] Figure 4 This is a schematic diagram of the structure of the elliptical rubber plate of the utility model in a state of being away;
[0020] Figure 5 for Figure 2 Schematic diagram of the enlarged structure of the A area in the middle;
[0021] Figure 6 It is a schematic diagram of the installation structure of the limit column and the limit groove.
[0022] The reference numerals in the figure are as follows:
[0023] 1. Steel bar truss plate; 101. Lower chord steel bar; 2. Positioning assembly; 201. Lifting rail; 202. Positioning block; 203. Rail groove; 204. Side plate; 205. Rotating axis; 206. Limiting column; 207. Limiting groove; 208. Sliding column; 209. Elliptical rubber plate; 3. Installation mechanism; 301. Bottom template; 302. Casting cavity; 303. Through hole; 304. Pouring port. DETAILED DESCRIPTION
[0024] The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
[0025] See also Figures 1 to 6 , the utility model provides a technical solution:
[0026] A steel truss floor deck that is easy to assemble, comprising a steel truss plate 1, a mounting mechanism 3 is arranged below the lower chord steel bars 101 of the steel truss plate 1, the mounting mechanism 3 comprises a bottom template 301, and a clamping assembly 2 is arranged between the bottom template 301 and the lower chord steel bars 101;
[0027] Among them, the positioning component 2 includes a lifting rail 201 fixed symmetrically to the top surface of the bottom template 301, and a rail groove 203 is opened inside the lifting rail 201. The rail groove 203 is slidably connected with a plurality of positioning blocks 202, and the top of the positioning block 202 is engaged with the lower chord steel bar 101; two connected positioning blocks 202 form a group, and the two positioning blocks 202 of the same group are fixedly connected to the side plate 204 on the side away from each other, and the side plate 204 is rotatably connected to the rotating shaft 205 in the vertical direction, and the top of the rotating shaft 205 is fixedly connected to a knob, and the bottom of the rotating shaft 205 is fixedly connected to a sliding column 208, and the sliding column 208 is slidably connected to the lifting rail 201; the spacing between the two positioning blocks 202 can adapt to the clamping of two lower chord steel bars 101 with different spacings, and the position of the positioning block 202 can be quickly fixed, so that the position of the entire steel truss plate 1 will not change due to subsequent construction.
[0028] An elliptical rubber plate 209 is fixedly connected to the outer side of the sliding column 208. The longest diameter of the elliptical rubber plate 209 is greater than the width of the rail groove 203, and the shortest diameter of the elliptical rubber plate 209 is less than the width of the rail groove 203. The friction between the longest part of the elliptical rubber plate 209 and the inner wall of the lifting rail 201 will hinder the movement of the positioning block 202.
[0029] A limiting column 206 is fixedly connected to the middle part of the rotating shaft 205, and a limiting groove 207 is provided inside the side plate 204. The limiting groove 207 is an arc groove with an arc slightly greater than 90 degrees, and the limiting column 206 is slidably connected to the limiting groove 207; the limiting column 206 is located at both ends of the limiting groove 207, which respectively correspond to the two states of the elliptical rubber plate 209 being in contact with and detached from the lifting rail 201.
[0030] The bottom formwork 301 is made of metal aluminum, and a casting cavity 302 is opened inside the bottom formwork 301. The length of the bottom formwork 301 is longer than the lower chord steel bar 101. The bottom formwork 301 is an aluminum product, and compared with direct cement casting, it is lighter, which makes it easier for the bottom formwork 301 to be transported to different floors.
[0031] A plurality of through holes 303 are provided in the middle of the bottom formwork 301, and the through holes 303 connect the upper and lower sides of the bottom formwork 301; pouring ports 304 are provided on the tops of both sides of the bottom formwork 301; the pouring ports 304 pour cement into the pouring cavity 302, and the cement passes through the through holes 303 to form a whole with the bottom formwork 301, the building body, and the steel truss plate 1.
[0032] The working principle of the above-mentioned steel truss floor deck which is easy to assemble is as follows:
[0033] Before using this easy-to-assemble steel truss floor deck, you need to check the overall condition of the device to make sure it can work normally. Figure 1 - Figure 5 As shown, firstly, the distance between the two lifting rails 201 of the same group is adjusted, so that the lower chord steel bar 101 is clamped into the clamping block 202, and then the clamping block 202 is pushed to slide in the rail groove 203, so that the two clamping blocks 202 can stably adapt to clamp the two lower chord steel bars 101 with different spacings from both sides, and then the rotating shaft 205 is rotated to make the limiting column 206 slide from one end of the limiting groove 207 to the other end, and the lifting rail 201 is pressed and deformed by the elliptical rubber plate 209, so that the distance between the two clamping blocks 202 can finally adapt to clamp the two lower chord steel bars 101 with different spacings, and the position of the clamping block 202 can be quickly fixed, so that the position of the entire steel bar truss plate 1 will not be changed due to subsequent construction;
[0034] The friction between the elliptical rubber plate 209 and the inner wall of the lifting rail 201 will hinder the movement of the positioning block 202;
[0035] After installing the steel truss plate 1, cement is first poured into the pouring cavity 302 through the pouring port 304. The cement passes through the through hole 303 to form the bottom formwork 301, the building body, and the steel truss plate 1 into one body to avoid disassembly. In addition, the bottom formwork 301 is made of aluminum and is light in weight, which makes it convenient to transport the bottom formwork 301 to different floors.
[0036] The above description is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.
Claims
1. A steel truss floor deck that is easy to assemble, characterized in that: The invention comprises a steel truss plate (1), wherein an installation mechanism (3) is arranged below the lower chord steel bars (101) of the steel truss plate (1), and the installation mechanism (3) comprises a bottom template (301), and a clamping assembly (2) is arranged between the bottom template (301) and the lower chord steel bars (101); the clamping assembly (2) comprises a lifting rail (201) fixed symmetrically to the top surface of the bottom template (301), a rail groove (203) is provided inside the lifting rail (201), and a plurality of clamping blocks (202) are slidably connected in the rail groove (203), and two opposite clamping blocks (202) form a group, and the two clamping blocks (202) of the same group are respectively used to clamp to the two lower chord steel bars (101) of the steel truss plate (1) on the opposite sides; and a locking assembly is also arranged on the sides of the two clamping blocks (202) of the same group that are away from each other.
2. The steel truss floor deck that is easy to assemble as claimed in claim 1, characterized in that: The locking assembly comprises a side plate (204) arranged on a side away from each other of the two locking blocks (202); the side plate (204) is rotatably connected to a rotating shaft (205) in a vertical direction; the top end of the rotating shaft (205) is fixedly connected to a knob; the bottom end of the rotating shaft (205) is fixedly connected to a sliding column (208); the sliding column (208) is slidably connected to the lifting rail (201); an elliptical rubber plate (209) is fixedly connected to the outer side of the sliding column (208); the longest diameter of the elliptical rubber plate (209) is greater than the width of the rail groove (203), and the shortest diameter of the elliptical rubber plate (209) is less than the width of the rail groove (203).
3. The steel truss floor deck that is easy to assemble as claimed in claim 2, characterized in that: The middle part of the rotating shaft (205) is fixedly connected to a limiting column (206), a limiting groove (207) is provided inside the side plate (204), and the limiting column (206) is slidably connected in the limiting groove (207).
4. The steel truss floor deck that is easy to assemble as claimed in claim 3, characterized in that: The limiting groove (207) is an arc-shaped groove with an arc slightly greater than 90 degrees.
5. The steel truss floor deck that is easy to assemble as claimed in claim 4, characterized in that: A casting cavity (302) is provided inside the bottom template (301), a plurality of through holes (303) are provided in the middle of the bottom template (301), and the through holes (303) are connected to the upper and lower sides of the bottom template (301); pouring ports (304) are provided at the tops of both sides of the bottom template (301); the pouring ports (304) are used to pour cement into the casting cavity (302), and the cement passes through the through holes (303) so that the bottom template (301), the building body, and the steel truss plate (1) are integrated.
6. The steel truss floor deck that is easy to assemble as claimed in claim 5, characterized in that: The length of the bottom template (301) is longer than the lower chord steel bars (101).
7. The steel truss floor deck that is easy to assemble as claimed in claim 6, characterized in that: The bottom template (301) is made of metal aluminum.