CN205444891U - Building carrier plate cast in situ concrete truss support system - Google Patents
Building carrier plate cast in situ concrete truss support system Download PDFInfo
- Publication number
- CN205444891U CN205444891U CN201620169321.9U CN201620169321U CN205444891U CN 205444891 U CN205444891 U CN 205444891U CN 201620169321 U CN201620169321 U CN 201620169321U CN 205444891 U CN205444891 U CN 205444891U
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- China
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- support column
- type groove
- piece
- down tube
- horizontal pole
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Abstract
The utility model discloses a building carrier plate cast in situ concrete truss support system, including support column and horizontal pole, the support column is articulated to have the down tube, and articulated site below is equipped with holds the piece, holds piece and support column fixed connection, and the vertical cross -section that holds the piece is trapezoidally, when the down tube with the inclined plane that holds the piece during for face contact State, down tube top and support column top be at same horizontal plane, the horizontal pole distributes there is U type groove, and the support column is blocked in U type groove, and the U type groove outside is connected with the fastener, and horizontal pole one end is equipped with the bellying, and the horizontal pole other end is equipped with the depressed part, the depressed part coincide with the bellying of adjacent horizontal pole. The utility model discloses a down tube is articulated with the support column, stabilizes the down tube through holding the piece, has reduced the required time of nut fastening connection, has reduced work load, can adjust the interval of support column fast, adapts to the building carrier plate truss support of different spans, and its simple structure is convenient for erect the equipment and is dismantled, and the construction is swift, easily promotes.
Description
Technical field
This utility model relates to floor support plate cast-in-place concrete girders support system, belongs to construction implement technical field.
Background technology
Multi-rise building uses steel construction, has from heavy and light, the advantage such as anti-seismic performance is good, speed of application is fast, environmental pollution is little.What steel-frame structure application at present was more has cast-in-place concrete floor support plate, and cast-in-place concrete floor support plate refers at the scene according to design attitude, carries out formwork, assembling reinforcement, casting concrete, the floor support plate made through maintenance, form removal.Because of cast-in-place concrete floor support plate need to install a large amount of in the shuttering supporting of flooring, complete to support relatively complicated, cause construction speed slow.
Utility model content
The purpose of this utility model is to provide a kind of assembly and disassembly convenient floor support plate cast-in-place concrete girders support system, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, this utility model following technical scheme of offer: floor support plate cast-in-place concrete girders support system, including support column and cross bar, described support column is hinged with brace, it is provided with supporting block below hinged site, supporting block is fixing with support column to be connected, the vertical cross-section of supporting block is trapezoidal, when the inclined-plane of brace Yu supporting block is surface contact state, brace top and support column top are in same level, described cross bar is distributed U-type groove, U-type groove blocks support column, connect outside U-type groove and have fastener, cross bar one end is provided with lobe, the cross bar other end is provided with depressed part, described depressed part coincide with the lobe of adjacent crossbars.
Preferably, described cross bar is provided with scale.
Compared with prior art, the beneficial effects of the utility model are: brace is hinged with support column, stablize brace by supporting block, decrease nut and be fastenedly connected the required time, reduce workload, the spacing of support column can be rapidly adjusted, adapt to the floor support plate truss support of different spans, its simple in construction, it is simple to set up assembly and disassembly, make quick construction, it is easy to promote.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model；
Fig. 2 is cross bar structure for amplifying schematic diagram of the present utility model；
Fig. 3 is cross bar end structure schematic diagram of the present utility model.
In figure: 1, support column；2, cross bar；201, U-type groove；202, fastener；211, lobe；212, depressed part；3, brace；4, supporting block.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
Refer to Fig. 1 to Fig. 3, this utility model floor support plate cast-in-place concrete girders support system, including support column 1 and cross bar 2, described support column 1 is hinged with brace 3, supporting block 4 it is provided with below hinged site, supporting block 4 is fixing with support column 1 to be connected, the vertical cross-section of supporting block 4 is trapezoidal, when the inclined-plane of brace 3 with supporting block 4 is surface contact state, brace 3 top and support column 1 top are in same level, described cross bar 2 is distributed U-type groove 201, U-type groove 201 blocks support column 1, connect outside U-type groove 201 and have fastener 202, cross bar 2 one end is provided with lobe 211, cross bar 2 other end is provided with depressed part 212, described depressed part 212 coincide with the lobe 211 of adjacent crossbars.
Described cross bar 2 is provided with scale, it is simple to be visually known the spacing of support column 1, the convenient spacing regulating support column 1.
This utility model considerably reduces the use of bolt, brace 3 is hinged with support column 1, stablizes brace 3 by supporting block 4, decreases nut and is fastenedly connected the required time, reduce workload, the spacing of support column 1 can be rapidly adjusted, adapt to the floor support plate truss support of different spans, its simple in construction, it is easy to set up and assembles, can quickly pack up during dismounting and deposit, beneficially accelerating construction progress, it is easy to promote.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, it is not limited to this utility model, for a person skilled in the art, technical scheme described in previous embodiment still can be modified by it, or wherein portion of techniques feature is carried out equivalent.All within spirit of the present utility model and principle, those skilled in the art do not pay any modification that creative work made, revise, improvement etc., within should be included in protection domain of the present utility model.
Claims (2)
- null1. floor support plate cast-in-place concrete girders support system，Including support column (1) and cross bar (2)，It is characterized in that: described support column (1) is hinged with brace (3)，Supporting block (4) it is provided with below hinged site，Supporting block (4) is fixing with support column (1) to be connected，The vertical cross-section of supporting block (4) is trapezoidal，When the inclined-plane of brace (3) Yu supporting block (4) is surface contact state，Brace (3) top and support column (1) top are in same level，Described cross bar (2) is distributed U-type groove (201)，U-type groove (201) blocks support column (1)，U-type groove (201) outside connects fastener (202)，Cross bar (2) one end is provided with lobe (211)，Cross bar (2) other end is provided with depressed part (212)，Described depressed part (212) coincide with the lobe (211) of adjacent crossbars.
- Floor support plate cast-in-place concrete girders support system the most according to claim 1, it is characterised in that: described cross bar (2) is provided with scale.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620169321.9U CN205444891U (en) | 2016-03-04 | 2016-03-04 | Building carrier plate cast in situ concrete truss support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620169321.9U CN205444891U (en) | 2016-03-04 | 2016-03-04 | Building carrier plate cast in situ concrete truss support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444891U true CN205444891U (en) | 2016-08-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620169321.9U Active CN205444891U (en) | 2016-03-04 | 2016-03-04 | Building carrier plate cast in situ concrete truss support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444891U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113279572A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Support frame for floor support plate |
-
2016
- 2016-03-04 CN CN201620169321.9U patent/CN205444891U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113279572A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Support frame for floor support plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |