Fabricated steel structure truss floor support plate
By adopting a combination of prefabricated steel structure and a combination of multiple components in the truss floor bearing plate, the problems of poor bottom plate connection, inconvenient disassembly and insufficient sealing performance are solved, and a more stable, sealed and efficient floor structure is achieved.
Patent Information
- Application Number
- CN202421787915.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-24
- Publication Date
- 2025-04-25
- Estimated Expiration
- 2034-07-24
AI Technical Summary
During the use of existing truss floor bearing plates, the connection between the base plates is poor, and it is inconvenient to disassemble and assemble, which affects the operating efficiency of the floor plates, and the sealing performance is insufficient, resulting in cement leakage and waste of resources.
The prefabricated steel structure truss floor bearing plate is adopted, including main body components, installation components, connection components, reinforcement components, fastening components and support components. Through the combination and installation of these components, stable connection and sealing of the base plate is achieved, connecting gaps are reduced, and cement is avoided.
It improves the connection stability and sealing performance between the base plates, reduces the connection gap, avoids cement drop and leakage, and improves the operating efficiency of floor slabs in building.
Smart Images

Figure CN222796830U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of truss floor decking plates, in particular to an assembled steel structure truss floor decking plate. Background Art
[0002] The pressed steel plate supporting the floor concrete is called a corrugated steel plate, also called a floor decking plate or a steel decking plate. The floor decking plate is divided into three generations of products: an open floor decking plate, a shrinking floor decking plate and a closed floor decking plate. In recent years, with the increasing number of steel structure projects in China, steel structure truss floor decking plates have also been widely used in the enclosure system of light steel structure workshops. The utility model relates to the technical field of truss floor decking plates. With the development of society, the truss floor decking plate industry has become more and more developed, and the truss floor decking plates have been continuously improved to meet the needs of production. Most truss floor decking plates have the function of connecting and fixing, and the function of reducing the connection gap between the two sets of bottom plates and avoiding cement falling is not perfect enough, inconvenient to operate and use, the connection effect between the bottom plates is not good, and it is not convenient to disassemble and assemble the steel structure truss and the floor decking plate, which affects the operation efficiency of the floor slab in the building. In addition, the connection sealing performance between the two sets of bottom plates is insufficient, resulting in a large amount of cement leakage, causing a waste of resources, thereby inconvenient to reduce the connection gap between the two sets of bottom plates and avoid the problem of cement falling. Utility Model Content
[0003] In order to overcome the problem that the connection between the bottom plates is poor during the use of the truss floor decking, it is inconvenient to disassemble and assemble the steel structure truss and the floor decking, which affects the operation efficiency of the floor slabs in the building. In addition, the connection sealing performance between the two sets of bottom plates is insufficient, resulting in a large amount of cement leakage, causing a waste of resources, and it is inconvenient to reduce the connection gap between the two sets of bottom plates to avoid cement falling.
[0004] The technical solution of the utility model is: an assembled steel structure truss floor deck, including a first base plate, a second base plate, a main body component, an installation component, a connection component, a reinforcement component, a fastening component and a support component; a main body component is arranged above the first base plate, a mounting component is arranged on the bottom wall of the first base plate, a reinforcement component is arranged outside the first base plate, a connection component is arranged on the side wall of the first base plate, a fastening component is arranged on the bottom wall of the first base plate, a support component is arranged on the bottom wall of the first base plate, and a second base plate is arranged on one side of the first base plate.
[0005] Preferably, when the truss floor deck is in use, first, the main body component can be fixedly installed above the first base plate by means of the installation component, and then, the first base plate and the second base plate can be snap-fitted and assembled by means of the connecting component, and subsequently, the assembly and installation of the two groups of base plates are completed by fastening and assembling the fastening components. In addition, the main body component can prevent cracking of concrete after pouring, and at the same time, the connecting components can be snap-fitted with each other to reduce the connection gap between the two groups of base plates, effectively preventing cement from falling. In addition, the strengthening component can improve the stability of the connection between the two groups of base plates.
[0006] Preferably, the main body component includes a mounting block, a mounting frame and corrugated steel bars; a mounting block is arranged above the first base plate, two groups of mounting blocks are arranged, a mounting frame is arranged above the mounting block, and corrugated steel bars are arranged on both sides of the mounting frame; a steel structure truss floor deck structure body can be formed by the first base plate, the mounting block, the mounting frame and the corrugated steel bars, and the arrangement of multiple groups of corrugated steel bars can avoid cracking of concrete after pouring.
[0007] Preferably, the mounting assembly includes mounting bolts, mounting washers and mounting threaded holes; a mounting threaded hole is provided on the bottom wall of the first base plate, and a plurality of mounting threaded holes are provided, and another mounting threaded hole is provided on the bottom wall of the mounting block, and a mounting bolt is provided inside the mounting threaded hole, and a mounting washers is provided on the side wall of the mounting bolt; first, the mounting threaded hole on the bottom wall of the mounting block is aligned with the mounting threaded hole above the first base plate, and then the mounting washers are sleeved on the side wall of the mounting bolt, and then the mounting bolt is rotated and inserted into the mounting threaded hole, and then the mounting block can be fixedly installed above the first base plate, so that the main assembly can be installed and fixed above the first base plate.
[0008] Preferably, the connection component includes a snap-in block, a snap-in hole, a plug-in plate and a plug-in slot; plug-in slots are provided on both sides of the first base plate, snap-in holes are provided on the inner wall of the plug-in slot, and multiple groups of snap-in holes are provided; plug-in plates are provided on both sides of the second base plate, snap-in blocks are provided on the side walls of the plug-in plates, and multiple groups of snap-in blocks are provided; the plug-in plates are snap-connected with the plug-in slots, and the snap-in blocks are snap-connected with the snap-in holes; the plug-in plates are snap-connected with the plug-in slots, and multiple groups of snap-in blocks are snap-connected with multiple groups of snap-in slots, so that the first base plate and the second base plate can be preliminarily connected, and the mutual snap-in cooperation between the snap-in blocks, the snap-in holes, the plug-in plates and the plug-in slots can reduce the connection gap between the two groups of base plates, effectively avoiding the falling of cement.
[0009] Preferably, the reinforcement component includes a sealing strip and a reinforcement connection part; a sealing strip is arranged on the outside of the first bottom plate, two groups of sealing strips are arranged, and another sealing strip is arranged on the outside of the second bottom plate; a reinforcement connection part is arranged on the bottom wall of the first bottom plate, two groups of reinforcement connection parts are arranged, and another reinforcement connection part (402) is arranged on the bottom wall of the second bottom plate; the sealing strip can further increase the sealing performance of the connection between the bottom plates, and the reinforcement connection part can improve the stability of the connection between the two groups of bottom plates.
[0010] Preferably, the fastening assembly includes a fastening side plate, a fastening threaded hole, a fastening bolt and a fastening nut; a fastening side plate is arranged on the bottom wall of the first base plate, and two groups of fastening side plates are arranged, and the other fastening side plate is arranged on the bottom wall of the second base plate, and a fastening threaded hole is opened on the side wall of the fastening side plate, and a fastening bolt is arranged inside the fastening threaded hole, and a fastening nut is arranged at one end of the fastening bolt, and the fastening nut is threadedly connected with the fastening bolt; by aligning the threaded holes on the side walls of the two groups of fastening side plates, and then inserting the fastening bolt into the interior of the fastening side plate through the fastening threaded hole, and then assembling and fixing the nut and one end of the fastening bolt, the stability of the connection between the two groups of base plates can be improved.
[0011] Preferably, the support assembly includes a support block and a support armrest; a support block is arranged on the bottom wall of the first base plate, two groups of support blocks are arranged, and a support armrest is arranged inside the support block; the base plate can be auxiliary supported by the support armrest.
[0012] Beneficial effects of the utility model:
[0013] 1. Compared with the traditional truss floor decking, the connection effect between the bottom plates is not good during use, which is inconvenient for disassembly and assembly between the steel structure truss and the floor decking, affecting the operation efficiency of the floor in the building. In addition, the sealing performance of the connection between the two sets of bottom plates is insufficient, resulting in a large amount of cement leakage, causing a waste of resources, and thus it is inconvenient to reduce the connection gap between the two sets of bottom plates to avoid the problem of cement falling. The truss floor decking is provided with a connection structure and a reinforcement structure. When the truss floor decking is in use, first, the main structure can be fixedly installed on the top of the first bottom plate through the installation structure, and then the first bottom plate and the second bottom plate can be clamped and assembled through the connection structure. Subsequently, the assembly and installation of the two sets of bottom plates are completed by fastening and assembling the fastening structure. In addition, the main structure can prevent the concrete from cracking after pouring. At the same time, the connection structure is mutually clamped and matched, so that the connection gap between the two sets of bottom plates can be reduced, effectively avoiding the falling of cement. In addition, the strengthening structure can improve the stability of the connection between the two sets of bottom plates.
[0014] 2. When the truss floor deck is in use, first, align the mounting threaded hole on the bottom wall of the mounting block with the mounting threaded hole on the top of the first base plate, then, sleeve the mounting gasket on the side wall of the mounting bolt, and then rotate the mounting bolt to insert it into the inside of the mounting threaded hole, then, the mounting block can be fixedly installed on the top of the first base plate, so that the main assembly can be installed and fixed on the top of the first base plate, and then, the plug-in plate and the plug-in slot are plugged and fixed, and multiple groups of clamping blocks are clamped and fixed with multiple groups of clamping slots, so that the first base plate and the second base plate can be preliminarily connected, and then, after the threaded holes on the side walls of the two groups of fastening side plates are closely aligned, the fastening bolts are inserted into the inside of the fastening side plates through the fastening threaded holes, and then the nuts and one end of the fastening bolts are assembled and fixed, so that the stability of the connection between the two groups of base plates can be improved, and then the assembly and installation of the two groups of base plates can be completed;
[0015] 3. Furthermore, a steel structure truss floor deck structure body can be formed by the first base plate, the mounting block, the mounting frame and the corrugated steel bars. Furthermore, by providing multiple groups of corrugated steel bars, cracking of concrete after pouring can be avoided. At the same time, by the mutual snap-fitting between the snap-fitting blocks, the snap-fitting holes, the plug-in plates and the plug-in slots, the connection gap between the two groups of base plates can be reduced, thereby effectively avoiding the falling of cement. In addition, the sealing strip can further increase the sealing performance of the connection between the base plates, and the strengthening of the connection portion can improve the stability of the connection between the two groups of base plates. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 What is shown is a first three-dimensional structural schematic diagram of an assembled steel structure truss floor deck of the utility model;
[0017] Figure 2 What is shown is a schematic diagram of the first partial three-dimensional structure of an assembled steel structure truss floor deck of the utility model;
[0018] Figure 3 What is shown is a schematic diagram of a second partial three-dimensional structure of an assembled steel structure truss floor deck of the utility model;
[0019] Figure 4 What is shown is a schematic diagram of the third partial three-dimensional structure of an assembled steel structure truss floor deck of the utility model;
[0020] Explanation of the accompanying drawings: 1. Main component; 2. Installation component; 3. Connection component; 4. Reinforcement component; 5. Fastening component; 6. Support component; 7. First base plate; 8. Second base plate; 101. Installation block; 102. Installation frame; 103. Corrugated steel bar; 201. Installation bolt; 202. Installation gasket; 203. Installation threaded hole; 301. Snap-in block; 302. Snap-in hole; 303. Plug-in plate; 304. Plug-in groove; 401. Sealing strip; 402. Reinforced connection part; 501. Fastening side plate; 502. Fastening threaded hole; 503. Fastening bolt; 504. Fastening nut; 601. Support block; 602. Support handrail. DETAILED DESCRIPTION
[0021] The utility model is further described below in conjunction with the accompanying drawings and embodiments.
[0022] See also Figure 1 The utility model provides an embodiment: an assembled steel structure truss floor deck, comprising a first bottom plate 7, a second bottom plate 8, a main body component 1, an installation component 2, a connection component 3, a reinforcement component 4, a fastening component 5 and a support component 6; the main body component 1 is arranged above the first bottom plate 7, the installation component 2 is arranged on the bottom wall of the first bottom plate 7, the reinforcement component 4 is arranged on the outside of the first bottom plate 7, the connection component 3 is arranged on the side wall of the first bottom plate 7, the fastening component 5 is arranged on the bottom wall of the first bottom plate 7, the support component 6 is arranged on the bottom wall of the first bottom plate 7, and the second bottom plate 8 is arranged on one side of the first bottom plate 7.
[0023] See also Figure 2The main component 1 includes a mounting block 101, a mounting frame 102 and a corrugated steel bar 103; a mounting block 101 is arranged above the first bottom plate 7, and two groups of mounting blocks 101 are arranged, and a mounting frame 102 is arranged above the mounting block 101, and corrugated steel bars 103 are arranged on both sides of the mounting frame 102; a steel structure truss floor deck structure body can be formed by the first bottom plate 7, the mounting block 101, the mounting frame 102 and the corrugated steel bar 103, and the concrete cracking after pouring can be avoided by setting multiple groups of corrugated steel bars 103; the mounting component 2 includes a mounting Bolt 201, mounting washer 202 and mounting threaded hole 203; the bottom wall of the first bottom plate 7 is provided with mounting threaded hole 203, and multiple groups of mounting threaded holes 203 are provided. Another mounting threaded hole 203 is provided on the bottom wall of the mounting block 101, and the mounting threaded hole 203 is provided with mounting bolt 201 inside, and the side wall of the mounting bolt 201 is provided with mounting washer 202; firstly, align the mounting threaded hole 203 on the bottom wall of the mounting block 101 with the mounting threaded hole 203 above the first bottom plate 7, and then, sleeve the mounting washer 202 on the side wall of the mounting bolt 201, and then The mounting bolt 201 is rotated and inserted into the mounting threaded hole 203, and then the mounting block 101 can be fixedly installed on the top of the first bottom plate 7, so that the main component 1 can be installed and fixed on the top of the first bottom plate 7; the connecting component 3 includes a clamping block 301, a clamping hole 302, a plug-in plate 303 and a plug-in slot 304; plug-in slots 304 are provided on both sides of the first bottom plate 7, and clamping holes 302 are provided on the inner wall of the plug-in slot 304, and multiple groups of clamping holes 302 are provided, and plug-in plates 303 are provided on both sides of the second bottom plate 8, and clamping holes 303 are provided on the side walls of the plug-in plates 303. The connecting block 301 is provided with multiple groups of snap-in blocks 301, the plug-in plates 303 are snap-connected with the plug-in slots 304, and the snap-in blocks 301 are snap-connected with the snap-in holes 302; the plug-in plates 303 are snap-connected and fixed with the plug-in slots 304, and the multiple groups of snap-in blocks 301 are snap-connected and fixed with the multiple groups of snap-in slots, so that the first bottom plate 7 and the second bottom plate 8 can be preliminarily connected, and the snap-in cooperation among the snap-in blocks 301, the snap-in holes 302, the plug-in plates 303 and the plug-in slots 304 can reduce the connection gap between the two groups of bottom plates, effectively avoiding the falling of cement.
[0024] See also Figure 3-4In this embodiment, the reinforcing component 4 includes a sealing strip 401 and a reinforcing connecting portion 402; a sealing strip 401 is arranged on the outside of the first bottom plate 7, and two groups of sealing strips 401 are arranged, and another sealing strip 401 is arranged on the outside of the second bottom plate 8, and a reinforcing connecting portion 402 is arranged on the bottom wall of the first bottom plate 7, and two groups of reinforcing connecting portions 402 are arranged, and another reinforcing connecting portion (402) is arranged on the bottom wall of the second bottom plate 8; the sealing strip 401 can further increase the sealing performance of the connection between the bottom plates, and the reinforcing connecting portion 402 can improve the stability of the connection between the two groups of bottom plates; the fastening component 5 includes a fastening side plate 501, a fastening threaded hole 502, a fastening bolt 503 and a fastening nut 504; a fastening side plate 501 is arranged on the bottom wall of the first bottom plate 7, and two groups of fastening side plates 501 are arranged, and another fastening side plate 501 is arranged on the second bottom plate On the bottom wall of 8, a fastening threaded hole 502 is opened on the side wall of the fastening side plate 501, and a fastening bolt 503 is arranged inside the fastening threaded hole 502, and a fastening nut 504 is arranged at one end of the fastening bolt 503, and the fastening nut 504 is threadedly connected with the fastening bolt 503; after the threaded holes on the side walls of the two groups of fastening side plates 501 are closely aligned, the fastening bolt 503 is inserted into the inside of the fastening side plate 501 through the fastening threaded hole 502, and then the nut and one end of the fastening bolt 503 are assembled and fixed, so as to improve the stability of the connection between the two groups of bottom plates; the support assembly 6 includes a support block 601 and a support handrail 602; a support block 601 is arranged on the bottom wall of the first bottom plate 7, and two groups of support blocks 601 are arranged, and a support handrail 602 is arranged inside the support block 601; the bottom plate can be auxiliary supported by the support handrail 602.
[0025] During operation, when the truss floor deck is in use, first, align the mounting threaded hole 203 on the bottom wall of the mounting block 101 with the mounting threaded hole 203 on the top of the first bottom plate 7, then sleeve the mounting washer 202 on the side wall of the mounting bolt 201, and then rotate the mounting bolt 201 to insert it into the mounting threaded hole 203, and then, the mounting block 101 can be fixedly installed on the top of the first bottom plate 7, so that the main assembly 1 can be installed and fixed on the top of the first bottom plate 7;
[0026] Then, the first bottom plate 7 and the second bottom plate 8 are preliminarily connected by plugging and fixing the plug-in plate 303 and the plug-in slot 304, and the multiple groups of clamping blocks 301 and the multiple groups of clamping slots.
[0027] Subsequently, after the threaded holes on the side walls of the two sets of fastening side plates 501 are closely aligned, the fastening bolts 503 are inserted into the fastening side plates 501 through the fastening threaded holes 502, and then the nuts are assembled and fixed to one end of the fastening bolts 503, thereby improving the stability of the connection between the two sets of bottom plates, and thus completing the assembly and installation of the two sets of bottom plates;
[0028] Furthermore, a steel structure truss floor deck structure main body can be formed by the first bottom plate 7, the mounting block 101, the mounting frame 102 and the corrugated steel bars 103, and the provision of multiple groups of corrugated steel bars 103 can prevent the concrete from cracking after pouring;
[0029] At the same time, the connection gap between the two sets of bottom plates can be reduced by the mutual connection and cooperation between the clamping block 301, the clamping hole 302, the plug-in plate 303 and the plug-in slot 304, thereby effectively preventing the cement from falling;
[0030] In addition, the sealing performance of the connection between the bottom plates can be further enhanced by the sealing strip 401 , and the stability of the connection between the two groups of bottom plates can be improved by the reinforced connection portion 402 .
[0031] Through the above steps, when the truss floor deck is in use, first, the main body component 1 can be fixedly installed above the first base plate 7 through the installation component 2, and then the first base plate 7 and the second base plate 8 can be snap-fitted and assembled through the connecting component 3. Subsequently, the fastening component 5 is fastened and assembled to complete the assembly and installation of the two groups of base plates. In addition, the main body component 1 can prevent the concrete from cracking after pouring. At the same time, the connecting components 3 are snap-fitted with each other to reduce the connection gap between the two groups of base plates, effectively preventing the cement from falling. In addition, the strengthening component 4 can improve the stability of the connection between the two groups of base plates.
[0032] The embodiments of the present invention are described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge scope of those skilled in the art without departing from the purpose of the present invention.
Claims
1. An assembled steel structure truss floor deck, comprising a first bottom plate (7); characterized in that: The invention also comprises a second base plate (8), a main body component (1), a mounting component (2), a connection component (3), a reinforcement component (4), a fastening component (5) and a support component (6); the main body component (1) is arranged above the first base plate (7), the mounting component (2) is arranged on the bottom wall of the first base plate (7), the reinforcement component (4) is arranged outside the first base plate (7), the connection component (3) is arranged on the side wall of the first base plate (7), the fastening component (5) is arranged on the bottom wall of the first base plate (7), the support component (6) is arranged on the bottom wall of the first base plate (7), and the second base plate (8) is arranged on one side of the first base plate (7).
2. The assembled steel structure truss floor deck according to claim 1, characterized in that: The main body component (1) comprises a mounting block (101), a mounting frame (102) and a corrugated steel bar (103); the mounting block (101) is arranged above the first bottom plate (7), two groups of mounting blocks (101) are arranged, the mounting frame (102) is arranged above the mounting block (101), and the corrugated steel bars (103) are arranged on both sides of the mounting frame (102).
3. The assembled steel structure truss floor deck according to claim 1, characterized in that: The mounting assembly (2) comprises a mounting bolt (201), a mounting gasket (202) and a mounting threaded hole (203); a mounting threaded hole (203) is provided on the bottom wall of the first bottom plate (7), and a plurality of mounting threaded holes (203) are provided; another mounting threaded hole (203) is provided on the bottom wall of the mounting block (101); a mounting bolt (201) is provided inside the mounting threaded hole (203), and a mounting gasket (202) is provided on the side wall of the mounting bolt (201).
4. The assembled steel structure truss floor deck according to claim 1, characterized in that: The connection assembly (3) comprises a clamping block (301), a clamping hole (302), a plug-in board (303) and a plug-in slot (304); the first bottom plate (7) is provided with a plug-in slot (304) on both sides, the inner wall of the plug-in slot (304) is provided with a clamping hole (302), and the clamping holes (302) are provided in multiple groups; the second bottom plate (8) is provided with a plug-in board (303) on both sides, the side wall of the plug-in board (303) is provided with a clamping block (301), and the clamping block (301) is provided in multiple groups; the plug-in board (303) is clamped and connected with the plug-in slot (304), and the clamping block (301) is clamped and connected with the clamping hole (302).
5. The assembled steel structure truss floor deck according to claim 1, characterized in that: The reinforcement component (4) comprises a sealing strip (401) and a reinforcement connection part (402); a sealing strip (401) is arranged outside the first bottom plate (7), two groups of sealing strips (401) are arranged, and another sealing strip (401) is arranged outside the second bottom plate (8); a reinforcement connection part (402) is arranged on the bottom wall of the first bottom plate (7), two groups of reinforcement connection parts (402) are arranged, and another reinforcement connection part (402) is arranged on the bottom wall of the second bottom plate (8).
6. The assembled steel structure truss floor deck according to claim 1, characterized in that: The fastening assembly (5) comprises a fastening side plate (501), a fastening threaded hole (502), a fastening bolt (503) and a fastening nut (504); a fastening side plate (501) is arranged on the bottom wall of the first bottom plate (7), two groups of fastening side plates (501) are arranged, and the other fastening side plate (501) is arranged on the bottom wall of the second bottom plate (8); a fastening threaded hole (502) is opened on the side wall of the fastening side plate (501), a fastening bolt (503) is arranged inside the fastening threaded hole (502), a fastening nut (504) is arranged at one end of the fastening bolt (503), and the fastening nut (504) is threadedly connected to the fastening bolt (503).
7. The assembled steel structure truss floor deck according to claim 1, characterized in that: The support assembly (6) comprises a support block (601) and a support handrail (602); the support block (601) is arranged on the bottom wall of the first bottom plate (7), two groups of the support blocks (601) are arranged, and the support handrail (602) is arranged inside the support block (601).