CN220504287U - Clamping type disassembly-free truss floor support plate - Google Patents
Clamping type disassembly-free truss floor support plate Download PDFInfo
- Publication number
- CN220504287U CN220504287U CN202321961003.2U CN202321961003U CN220504287U CN 220504287 U CN220504287 U CN 220504287U CN 202321961003 U CN202321961003 U CN 202321961003U CN 220504287 U CN220504287 U CN 220504287U
- Authority
- CN
- China
- Prior art keywords
- clamping
- floor support
- support plate
- plate
- embedded
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 238000003466 welding Methods 0.000 claims abstract description 8
- 239000004568 cement Substances 0.000 claims description 8
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 4
- 239000011521 glass Substances 0.000 claims description 4
- 229910052749 magnesium Inorganic materials 0.000 claims description 4
- 239000011777 magnesium Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to the technical field of steel bar truss building carrier plates, and provides a clamping type disassembly-free truss building carrier plate which comprises a bottom plate, a truss assembly and a clamping piece, wherein the clamping piece is provided with an embedded end and a clamping end, the embedded end is embedded in the bottom plate, and the truss assembly is in buckling connection with the clamping end of the clamping piece. Through above-mentioned technical scheme, the problem of the easy deformation of welding of inefficiency when having solved truss building carrier plate field assembly among the prior art.
Description
Technical Field
The utility model relates to the technical field of steel bar truss floor support plates, in particular to a clamping type disassembly-free truss floor support plate.
Background
Along with the rapid development of the building industry, the building carrier plate without form removal is widely applied in the building industry, at present, the existing trusses are triangular prism structures formed by upper chord steel bars, lower chord steel bars and web member steel bars, after the prefabrication of the bottom plate is completed, the trusses and the bottom plate are connected into a whole in a mechanical connection mode, a plurality of trusses are required to be arranged on each bottom plate, and connection between the trusses and the bottom plate is realized through connecting pieces.
In the prior art, the connecting piece and the truss assembly are often connected by welding, but the on-site welding assembly efficiency is low, and special welding technicians are required to finish corresponding work.
Disclosure of Invention
The utility model provides a clamping type disassembly-free truss floor support plate, which solves the problems of low efficiency and easy deformation during welding when the truss floor support plate is assembled on site in the prior art.
The technical scheme of the utility model is as follows:
the utility model provides a truss building carrier plate is exempted from to tear open by joint formula, includes bottom plate and truss subassembly, still includes the fastener, the fastener has pre-buried end and buckle end, pre-buried end pre-buried setting is in the bottom plate, the truss subassembly with the buckle end lock of fastener is connected.
The embedded end is an embedded part;
the clamping end is integrally connected with the embedded part; or alternatively
The clamping end is detachably connected with the embedded part; or alternatively
The clamping end is connected with the embedded part in a welded mode.
The clamping piece is a U-shaped piece, the length direction of the groove of the U-shaped piece is perpendicular to the length direction of the bottom plate, clamping round grooves with openings are formed in the two ends of the two side walls of the U-shaped piece, abutting parts are arranged on the clamping round holes in the vertical direction, and the bottom of the U-shaped piece is cut and bent downwards to form the embedded end.
And an inclined surface is further arranged on the abutting part, and one end of the lower inclined surface is close to the opening of the clamping round groove.
The embedded parts are a plurality of strip-shaped parts which are arranged parallel to the length direction of the bottom plate.
The embedded part is a bending part.
The embedded part is a plate and is provided with a plurality of through holes.
The truss assembly comprises bottom rods, ejector rods and connecting steel bars, wherein two bottom rods are arranged in parallel, the connecting steel bars are wavy, the ejector rods are connected with the bottom rods by means of the connecting steel bars, and the ejector rods and the two bottom rods are distributed in a triangular mode along any section of the bottom plate in the length direction.
The bottom rod is buckled and connected with the buckling piece.
The bottom plate is any one of a cement plate, a cement fiber plate, a heat insulation plate, a glass magnesium plate, a fine stone concrete plate or a decorative plate.
The working principle and the beneficial effects of the utility model are as follows:
the utility model discloses a clamping type disassembly-free truss building support plate, which is provided with a clamping piece, wherein the embedded end of the clamping piece is arranged on a bottom plate in an embedded mode, so that a truss assembly can be arranged on the embedded piece more quickly and conveniently to complete assembly, the clamping end of the clamping piece is connected with the embedded piece, and the truss assembly and the clamping piece are assembled in a buckling connection mode.
Drawings
The utility model will be described in further detail with reference to the drawings and the detailed description.
FIG. 1 is a schematic diagram of an axial structure of the present utility model;
FIG. 2 is a front view of the structure of the present utility model;
FIG. 3 is a schematic structural view of an integrated fastener according to the present utility model;
FIG. 4 is a schematic structural diagram of one embodiment of the embedded end of the present utility model;
FIG. 5 is a schematic view of another embodiment of the embedded end of the present utility model;
in the figure: 1. the bottom plate, 2, built-in fitting, 3, truss subassembly, 4, buckle spare, 5, joint circular slot, 6, butt portion, 7, inclined plane, 8, through-hole, 9, sill bar, 10, ejector pin, 11, connecting reinforcement.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1 to 5, this embodiment provides a clip-on type disassembly-free truss building carrier plate, which comprises a bottom plate and a truss assembly, and further comprises a clip element, wherein the clip element is provided with an embedded end and a clip end, the embedded end is embedded in the bottom plate, and the truss assembly is connected with the clip end of the clip element in a buckled manner.
In this embodiment, the utility model discloses a truss building carrier plate is exempted from to tear open by joint formula has set up the fastener, the pre-buried end of fastener is installed with pre-buried mode on the bottom plate, in order to install the truss subassembly on the built-in part with the completion equipment that can be more swiftly convenient, the fastener end of fastener is connected with the built-in part, the truss subassembly is assembled with the mode that the fastener was taken the lock to be connected, compare with the mode of taking welded equipment, can improve on-the-spot installation effectiveness to a great extent, also can avoid the truss subassembly because the welding arouses takes place the problem of deformation.
The embedded end is an embedded part;
the clamping end is integrally connected with the embedded part; or alternatively
The clamping end is detachably connected with the embedded part; or alternatively
The clamping end is connected with the embedded part in a welded mode.
In this embodiment, the embedded end can be the built-in fitting, and the buckle end of buckle spare and built-in fitting can be connected as an organic whole, also can the built-in fitting buckle end be connected with the built-in fitting 2 can be dismantled, for example adopts bolted connection, need be embedded in bottom plate 1 again after locking, and the buckle end also can take welded connected mode with the built-in fitting 2, can avoid welding to arouse the truss to take place deformation, and the equipment is convenient quick.
The clamping piece is a U-shaped piece, the length direction of the groove of the U-shaped piece is perpendicular to the length direction of the bottom plate, clamping round grooves with openings are formed in the two ends of the two side walls of the U-shaped piece, abutting parts are arranged on the clamping round holes in the vertical direction, and the bottom of the U-shaped piece is cut and bent downwards to form the embedded end.
In this embodiment, buckle spare 4 adopts U type spare, its inside has U type groove and its length direction and the length direction mutually perpendicular of bottom plate 1, set up two joint circular slot 5 on the lateral wall of U type spare, set up the opening with truss component 3 joint on the joint groove, in order to guarantee the buckle stability between truss component 3 and the joint groove, the vertical direction of joint circular slot 5 still is provided with butt portion 6, its partial butt with truss component 3 forms the firm connection of vertical direction, the bottom in U type groove can form different shapes through the cutting, for example form the barb type, and the panel after the cutting can buckle downwards and form pre-buried end, strengthen the connection inseparable degree with between the concrete.
The abutting portion 6 is further provided with an inclined surface 7, and one end of the inclined surface 7, which is lower, is close to the opening of the clamping circular groove 5.
In this embodiment, the inclined surface 7 is disposed on the abutting portion 6, and the inclined surface 7 can provide a guiding inclined surface for the truss assembly 3, so that the opening can be more accurately and easily buckled to be matched with the clamping circular groove 5.
The embedded parts 2 are a plurality of strip-shaped parts which are arranged parallel to the length direction of the bottom plate 1.
In this embodiment, a plurality of connecting pieces are arranged on the bottom plate 1 in parallel along the length direction of the bottom plate 1, the connecting pieces are strip-shaped pieces, and the truss assembly 3 is in buckling connection with the buckling ends of the two embedded pieces 2.
The embedded part 2 is a bending part.
In this embodiment, the embedded end adopts a bending piece to increase the connection firmness between the embedded end and the bottom plate 1, for example, the embedded piece 2 can be designed into an L-shaped structure which is bent outwards.
The embedded part 2 is a plate and is provided with a plurality of through holes 8.
In this embodiment, the embedded part 2 may also be inserted into the bottom plate 1 by using a plate, and the through hole 8 is formed on the plate, so that the material of the bottom plate 1 can be more firmly combined with the material passing through the through hole 8 when being embedded.
The truss assembly 3 comprises bottom rods 9, ejector rods 10 and connecting steel bars 11, wherein the two bottom rods 9 are arranged in parallel, the connecting steel bars 11 are wavy, the ejector rods 10 are connected with the bottom rods 9 by means of the connecting steel bars 11, and the ejector rods 10 and the two bottom rods 9 are distributed in a triangular mode along any section of the bottom plate 1 in the length direction.
In this embodiment, the truss assembly 3 has a structure in which two parallel bottom rods 9 and top rods 10 form a triangular prism, any section along the length direction of the bottom plate 1 is in a triangular distribution structure, the top rods 10 and the two bottom rods 9 are connected through connecting steel bars 11, and the connecting steel bars 11 are wavy.
The bottom rod 9 is in buckling connection with the buckling piece 4.
In this embodiment, the bottom rod 9 and the fastener 4 form a snap-fit connection.
The bottom plate is any one of a cement plate, a cement fiber plate, a heat insulation plate, a glass magnesium plate, a fine stone concrete plate or a decorative plate.
In this embodiment, the base plate 1 may be a plurality of boards, and may be any one of a cement board, a cement fiber board, a thermal insulation board, a glass magnesium board, a fine stone concrete board and a decorative board according to practical application scene adaptability.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (10)
1. The utility model provides a truss building carrier plate is exempted from to tear open by joint formula, includes bottom plate (1) and truss subassembly (3), its characterized in that still includes fastener (4), fastener (4) have pre-buried end and buckle end, pre-buried end pre-buried setting is in bottom plate (1), truss subassembly (3) with the buckle end lock of fastener (4) is connected.
2. The clamping type disassembly-free truss floor support plate according to claim 1, wherein the embedded end is an embedded part (2);
the clamping end is integrally connected with the embedded part (2); or alternatively
The clamping end is detachably connected with the embedded part (2); or alternatively
The clamping end is connected with the embedded part (2) in a welding way.
3. The clamping type disassembly-free truss floor support plate according to claim 1, wherein the clamping piece (4) is a U-shaped piece, the groove length direction of the U-shaped piece is perpendicular to the length direction of the bottom plate (1), clamping round grooves (5) with openings are formed in two ends of two side walls of the U-shaped piece, the clamping round holes are provided with abutting portions (6) in the vertical direction, and the bottoms of the U-shaped piece are cut and bent downwards to form the embedded ends.
4. The clamping type disassembly-free truss floor support plate according to claim 3, wherein an inclined surface (7) is further arranged on the abutting portion (6), and one lower end of the inclined surface (7) is close to an opening of the clamping circular groove (5).
5. The clamping type disassembly-free truss floor support plate according to claim 2, wherein the embedded parts (2) are a plurality of strip-shaped parts which are arranged in parallel with the length direction of the bottom plate (1).
6. The clamping type disassembly-free truss floor support plate according to claim 5, wherein the embedded part (2) is a bending part.
7. The clamping type disassembly-free truss floor support plate according to claim 5, wherein the embedded part (2) is a plate and is provided with a plurality of through holes (8).
8. The clamping type disassembly-free truss floor support plate according to claim 1, wherein the truss assembly (3) comprises bottom rods (9), ejector rods (10) and connecting steel bars (11), the two bottom rods (9) are arranged in parallel, the connecting steel bars (11) are wavy, the ejector rods (10) and the bottom rods (9) are connected by means of the connecting steel bars (11), and the ejector rods (10) and the two bottom rods (9) are distributed in a triangular mode along any section in the length direction of the bottom plate (1).
9. The clamping type disassembly-free truss floor support plate according to claim 8, wherein the bottom rod (9) is in buckling connection with the buckling piece (4).
10. The clamping type disassembly-free truss floor support plate according to claim 1, wherein the bottom plate (1) is any one of a cement plate, a cement fiber plate, a heat-insulating plate, a glass magnesium plate, a fine stone concrete plate or a decorative plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321961003.2U CN220504287U (en) | 2023-07-25 | 2023-07-25 | Clamping type disassembly-free truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321961003.2U CN220504287U (en) | 2023-07-25 | 2023-07-25 | Clamping type disassembly-free truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220504287U true CN220504287U (en) | 2024-02-20 |
Family
ID=89874720
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321961003.2U Active CN220504287U (en) | 2023-07-25 | 2023-07-25 | Clamping type disassembly-free truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220504287U (en) |
-
2023
- 2023-07-25 CN CN202321961003.2U patent/CN220504287U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP3933136A1 (en) | Architectural bracket, building wall structure, and board material construction method | |
| JP2017503942A (en) | Three-dimensional lightweight steel frame formed by bidirectional continuous double beams | |
| US10900220B2 (en) | Concrete weldment | |
| CN111236486A (en) | Construction method of assembled bamboo energy-saving composite outer wall | |
| CN220504287U (en) | Clamping type disassembly-free truss floor support plate | |
| JPWO2008149543A1 (en) | Baffle mounting frame and formwork method | |
| KR100615037B1 (en) | Manufacturing method of architectural beam | |
| CN115613686A (en) | Opening construction node and fabricated building thereof | |
| CN215907025U (en) | Connecting joint of U-shaped steel-clad concrete beam and steel-reinforced concrete precast column | |
| CN112761280A (en) | Assembly type cold-bending light steel keel structure and assembly thereof | |
| CN208996276U (en) | A kind of assembled light steel bar truss floor support plate | |
| CN113482204A (en) | Concrete dry-hanging curtain wall | |
| JP2002021261A (en) | Roof structure, roof repairing structure, and metal fittings | |
| CN206971482U (en) | A kind of top connection card of assembled wall | |
| CN112196205A (en) | Assembled tensioning structure of wallboard and installation method thereof | |
| KR100581028B1 (en) | Prefabricated wall using panel | |
| CN220521651U (en) | High-strength spliced concrete wallboard | |
| CN215290906U (en) | Assembly type disassembly-free steel bar truss floor bearing plate | |
| CN218814310U (en) | Precast concrete beam column node structure | |
| CN214696146U (en) | Steel structure connecting piece of wood column | |
| CN113756451B (en) | Convenient special-shaped beam column of assembled steel construction | |
| CN221219279U (en) | Curtain wall component and curtain wall | |
| KR102585527B1 (en) | Box-type reinforcing stud | |
| KR200373813Y1 (en) | Fabricated wall | |
| CN213268452U (en) | PPVC space module C shaped steel connecting piece |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |