CN220644810U - Assembled steel bar truss building carrier plate - Google Patents
Assembled steel bar truss building carrier plate Download PDFInfo
- Publication number
- CN220644810U CN220644810U CN202322191457.2U CN202322191457U CN220644810U CN 220644810 U CN220644810 U CN 220644810U CN 202322191457 U CN202322191457 U CN 202322191457U CN 220644810 U CN220644810 U CN 220644810U
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- CN
- China
- Prior art keywords
- steel bar
- fastening
- bar truss
- carrier plate
- bottom template
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 77
- 239000010959 steel Substances 0.000 title claims abstract description 77
- 230000008878 coupling Effects 0.000 claims description 8
- 238000010168 coupling process Methods 0.000 claims description 8
- 238000005859 coupling reaction Methods 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 5
- 230000006978 adaptation Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an assembled steel bar truss floor support plate which comprises a steel bar truss, a connecting assembly and a bottom template, wherein the steel bar truss is connected with the bottom template through the connecting assembly, the steel bar truss is fixedly arranged at the connecting assembly, the connecting assembly comprises a fixing seat, a multi-edge sleeve, a fastening screw and a fastening nut, the fixing seat is fixedly connected with the steel bar truss, a clamping groove is formed in the fixing seat, a second threaded hole penetrating through the fixing seat is formed in the clamping groove, and the multi-edge sleeve is matched with the clamping groove and clamped in the clamping groove; the assembled steel bar truss floor support plate is connected with the steel bar truss and the bottom template through the connecting component, so that when concrete is poured and the bottom template is disassembled, the bottom template can be separated from the connecting component only by rotating the fastening screw of the connecting component, and the bottom template can be disassembled quickly and nondestructively; meanwhile, the adjusting assembly can be used for conveniently adjusting the reinforcement density of the steel bar truss according to the needs of a user, and the use requirements of different working conditions of the user are met.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to an assembled steel bar truss floor support plate.
Background
The steel bar truss floor carrier plate has mechanized production, reduce construction work load, improve characteristics such as floor operating speed, steel bar truss floor carrier plate is because the atress reinforcing bar is direct to be processed in the mill and is accomplished, constitute the stable triangle-shaped structure of geometrical invariance together with the die block board, so can provide sufficient intensity and satisfy the atress requirement die mould of construction stage, simultaneously because steel bar truss arrangement of reinforcement is accomplished in the mill entirely, can significantly reduce scene steel bar construction work load, but current steel bar truss floor carrier plate is in the same place floor carrier plate and steel bar truss welding generally, floor carrier plate demolishs the difficulty and consumes a large amount of manpower and materials, damage the die block board easily, cause the die block board to be difficult to carry out the secondary use and cause the wasting of resources, prefabricated steel bar truss arrangement of reinforcement density is fixed simultaneously, be difficult to adjust at the job site, inconvenient user uses.
Disclosure of Invention
In order to solve the technical problems, the assembled steel bar truss floor support plate is provided.
In order to achieve the above object, the following scheme is provided: the utility model provides an assembled steel bar truss building carrier plate, includes steel bar truss, coupling assembling and die block board, steel bar truss passes through coupling assembling and die block board to be connected, steel bar truss fixed mounting is in coupling assembling department, coupling assembling includes fixing base, many arriss sleeve pipe, fastening screw and fastening nut, fixing base and steel bar truss fixed connection, fixing base department is provided with the draw-in groove, and draw-in groove department is provided with the second screw hole that link up the fixing base, many arriss sleeve pipe and draw-in groove adaptation and many arriss sleeve pipe block are in the draw-in groove, and many arriss sheathed tube middle part is provided with the internal thread hole that link up many arriss sleeve pipe, the one end of fastening screw is screwed in the internal thread hole, sets up in proper order in the first screw hole of die block board department, and its fastening screw is kept away from many arriss sheathed tube one end and still is screwed and has fastening nut for the die block board is located between fixing base and the fastening nut.
Further, one end of the internal threaded hole of the polygonal sleeve, which is far away from the fastening screw, is provided with a sealing plug.
Further, the two end parts of the fastening screw are respectively provided with a first inner hexagonal groove and a second inner hexagonal groove.
Further, the steel bar truss comprises a plurality of steel bar frames and adjusting components, wherein the steel bar frames are of an inverted V-shaped structure, connecting modules are arranged at two bottom ends of the steel bar frames, and the steel bar frames are connected through the adjusting components.
Further, the adjusting component comprises a plurality of fastening modules and a guide rod, the fastening modules are fixedly arranged in the middle of the steel bar frame, the fastening modules are sleeved at the guide rod, the fastening modules comprise fastening sleeves and fastening bolts, the fastening sleeves are fixedly arranged at the steel bar frame, the fastening sleeves are sleeved on the guide rod, the side walls of the fastening sleeves are screwed with the fastening bolts through threads, and the fastening bolts and the threaded end portions penetrate through the fastening sleeves to abut against the guide rod.
Further, the polygonal sleeve is in a polygonal prism structure.
The working principle and the advantages of the utility model are as follows: the assembled steel bar truss floor support plate is connected with the steel bar truss and the bottom template through the connecting component, so that when concrete is poured and the bottom template is disassembled, the bottom template can be separated from the connecting component only by rotating the fastening screw of the connecting component, and the bottom template can be disassembled quickly and nondestructively; meanwhile, the adjusting assembly can be used for conveniently adjusting the reinforcement density of the steel bar truss according to the needs of a user, and the use requirements of different working conditions of the user are met.
Drawings
FIG. 1 is a front view of the present utility model;
FIG. 2 is a side view of the present utility model;
fig. 3 is a block diagram of the connection assembly of the present utility model.
Reference numerals in the drawings of the specification include:
1. the steel bar frame, 2, a bottom template, 21, a first threaded hole, 3, a connecting component, 31, a fixing seat, 311, a clamping groove, 312, a second threaded hole, 32, a multi-edge sleeve, 33, an inner threaded hole, 34, a sealing plug, 35, a fastening screw, 36, a first inner hexagonal groove, 37, a second inner hexagonal groove, 38, a fastening nut, 4, an adjusting component, 41, a guide rod, 42, a fastening sleeve and 43, and a fastening bolt.
Detailed Description
The following is a further detailed description of the embodiments:
as shown in fig. 1 to 3:
the assembled steel bar truss floor support plate comprises a steel bar truss, a connecting component 3 and a bottom formwork 2, wherein the steel bar truss is a reinforcement of the floor support plate, and the connecting component 3 is used for connecting the bottom formwork 2 and the steel bar truss, so that the bottom formwork 2 can be separated from the steel bar truss in a lossless manner after concrete is poured by the bottom formwork 2; the connecting module mainly comprises a fixing seat 31, a multi-edge sleeve 32, a fastening screw 35 and a fastening nut 38, wherein the bottom of a steel bar truss is fixedly connected with the fixing seat 31, a clamping groove 311 matched with the multi-edge sleeve 32 is formed in the fixing seat 31, a second threaded hole 312 penetrating through the fixing seat 31 is formed in the clamping groove 311, the clamping groove 311 is used for clamping the multi-edge sleeve 32, an inner threaded hole 33 in the multi-edge sleeve 32 is used for installing and screwing the fastening screw 35, the fastening screw 35 can be screwed into the second threaded hole 312 and the first threaded hole 21 formed in the position of the bottom template 2, and the bottom template 2 can be fixed between the fastening nut 38 and the fixing seat 31 through screwing and fixing the fastening screw 38.
The sealing plug 34 installed at the end of the polygonal sleeve 32 is used for plugging the internal threaded hole 33, so that when the floor support plate is used for pouring concrete, the concrete cannot enter the internal threaded hole 33 to plug the internal threaded hole 33, and the fastening screw 35 cannot rotate in the internal threaded hole 33.
The first and second inner hexagonal grooves 36 and 37 at both ends of the fastening screw 35 enable a user to twist the fastening screw 35 by a hexagonal wrench.
The steel bar truss mainly comprises a steel bar frame 1 serving as main reinforcing bars and an adjusting component 4 used for adjusting the density of the steel bar frame 1, wherein the steel bar frame 1 is of an inverted V-shaped structure and forms a stable triangle structure with a bottom formwork 2, so that the stability of the steel bar truss is stronger, connecting components 3 are fixedly arranged at two foot ends of the steel bar frame 1, and the steel bar frame 1 is welded on a fixed seat 31.
The adjusting component 4 mainly comprises guide rods 41 and fastening module components arranged on the inner sides of the bending parts of the steel bar frames 1, the fastening modules comprise fastening sleeves 42 and fastening bolts 43, the fastening sleeves 42 are fixedly arranged on the inner sides of the bending parts of the steel bar frames 1, the fastening bolts 43 are screwed on the fastening sleeves 42 through threads, the guide rods 41 are inserted into the fastening sleeves 42, when the fastening bolts 43 are separated from the guide rods 41, the steel bar frames 1 can move on the guide rods 41 through the fastening sleeves 42, and when the fastening bolts 43 are pressed against the guide rods 41, the fastening sleeves 42 can be fixed at the guide rods 41, so that the movement of steel bars is limited.
The polygon sleeve 32 has a polygon structure, so that the polygon sleeve cannot rotate along with the fastening screw 35 when being clamped at the clamping groove 311.
The specific implementation process is as follows:
when the fabricated steel bar truss building support is used, firstly, a proper number of steel bar frames 1 are selected, the bottom of each steel bar frame 1 is preset with a connecting module, then the density of each steel bar frame 1 is adjusted according to the requirement, each steel bar frame 1 is fixed at a guide rod 41 through a fastening bolt 43, then a bottom template 2 is placed at the bottom of each connecting module, a first threaded hole 21 is formed in the bottom template 2 according to the requirement, a polygonal sleeve 32 is installed in a clamping groove 311 of a fixed seat 31, then the polygonal sleeve 32 is inserted into an internal threaded hole 33 of the polygonal sleeve 32 through a hexagonal wrench, the polygonal sleeve is inserted into a first internal hexagonal groove 36 of the fastening bolt 43, then a fastening screw 35 is rotated, so that the fastening screw 35 is screwed with a second threaded hole 312, the first threaded hole 21 and a fastening nut 38 in sequence, then a sealing plug 34 is installed at the end part of the polygonal sleeve 32, and then the bottom template 2 can be fixed and the concrete can be poured; when the bottom template 2 needs to be disassembled, the fastening screw 35 is rotated through the hexagonal wrench and the second inner hexagonal groove 37, so that the fastening screw 35 is separated from the bottom template 2 and screwed into the multi-edge sleeve 32, the bottom template 2 can be disassembled, and meanwhile, the raised part connected with the bottom template 2 cannot be remained on the surface of the poured concrete floor carrier plate, so that the surface of the concrete floor carrier plate is smoother.
The assembled steel bar truss floor support plate is connected with the steel bar truss and the bottom template 2 through the connecting component 3, so that when the bottom template 2 is disassembled after concrete is poured, the bottom template 2 can be separated from the connecting component 3 only by rotating the fastening screw 35 of the connecting component 3, and the bottom template 2 can be disassembled quickly and nondestructively; meanwhile, the adjusting component 4 can be used for conveniently adjusting the reinforcement density of the steel bar truss according to the needs of a user, so that the use requirements of different working conditions of the user are met.
The foregoing is merely an embodiment of the present utility model, and a specific structure and characteristics of common knowledge in the art, which are well known in the scheme, are not described herein, so that a person of ordinary skill in the art knows all the prior art in the application day or before the priority date of the present utility model, and can know all the prior art in the field, and have the capability of applying the conventional experimental means before the date, so that a person of ordinary skill in the art can complete and implement the present embodiment in combination with his own capability in the light of the present application, and some typical known structures or known methods should not be an obstacle for a person of ordinary skill in the art to implement the present application. It should be noted that modifications and improvements can be made by those skilled in the art without departing from the structure of the present utility model, and these should also be considered as the scope of the present utility model, which does not affect the effect of the implementation of the present utility model and the applicability of the patent. The protection scope of the present application shall be subject to the content of the claims, and the description of the specific embodiments and the like in the specification can be used for explaining the content of the claims.
Claims (6)
1. An assembled steel bar truss building carrier plate which is characterized in that: including steel bar truss, coupling assembling and die block board, steel bar truss passes through coupling assembling and die block board is connected, steel bar truss fixed mounting is in coupling assembling department, coupling assembling includes fixing base, many arriss sleeve pipe, fastening screw and fastening nut, fixing base and steel bar truss fixed connection, fixing base department is provided with the draw-in groove, and draw-in groove department is provided with the second screw hole that link up the fixing base, many arriss sleeve pipe and draw-in groove adaptation and many arriss sleeve pipe block are in the draw-in groove, many arriss sheathed tube middle part is provided with the internal thread hole that link up many arriss sleeve pipe, fastening screw's one end is screwed in internal thread hole, and fastening screw's the other end is screwed in proper order in the second screw hole, sets up in the first screw hole of die block board department, and its fastening screw is kept away from many arriss sleeve pipe's one end and is still screwed in fastening nut for the die block board is located between fixing base and the fastening nut.
2. The fabricated steel bar truss floor carrier plate of claim 1, wherein: and one end of the internally threaded hole of the polygonal sleeve, which is far away from the fastening screw, is provided with a sealing plug.
3. The fabricated steel bar truss floor carrier plate of claim 1, wherein: the two end parts of the fastening screw are respectively provided with a first inner hexagonal groove and a second inner hexagonal groove.
4. The fabricated steel bar truss floor carrier plate of claim 1, wherein: the steel bar truss comprises a plurality of steel bar frames and adjusting components, wherein the steel bar frames are of an inverted V-shaped structure, connecting modules are arranged at the two bottom ends of the steel bar frames, and the steel bar frames are connected through the adjusting components.
5. The fabricated steel bar truss floor carrier plate of claim 4, wherein: the adjusting component comprises a plurality of fastening modules and a guide rod, the fastening modules are fixedly arranged in the middle of the steel bar frame, the fastening modules are sleeved at the guide rod, the fastening modules comprise fastening sleeves and fastening bolts, the fastening sleeves are fixedly arranged at the steel bar frame, the fastening sleeves are sleeved on the guide rod, the side walls of the fastening sleeves are screwed with the fastening bolts through threads, and the fastening bolts and the threaded end portions penetrate through the fastening sleeves to abut against the guide rod.
6. The fabricated steel bar truss floor carrier plate of claim 1, wherein: the multi-prism sleeve is of a multi-prism structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322191457.2U CN220644810U (en) | 2023-08-15 | 2023-08-15 | Assembled steel bar truss building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322191457.2U CN220644810U (en) | 2023-08-15 | 2023-08-15 | Assembled steel bar truss building carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220644810U true CN220644810U (en) | 2024-03-22 |
Family
ID=90269874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322191457.2U Active CN220644810U (en) | 2023-08-15 | 2023-08-15 | Assembled steel bar truss building carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220644810U (en) |
-
2023
- 2023-08-15 CN CN202322191457.2U patent/CN220644810U/en active Active
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