CN205296831U - Supporting type that bears joist that uses of support is buckled to socket joint type dish - Google Patents
Supporting type that bears joist that uses of support is buckled to socket joint type dish Download PDFInfo
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- CN205296831U CN205296831U CN201521069943.6U CN201521069943U CN205296831U CN 205296831 U CN205296831 U CN 205296831U CN 201521069943 U CN201521069943 U CN 201521069943U CN 205296831 U CN205296831 U CN 205296831U
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- spacing hole
- section steel
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- steel plate
- socket joint
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Abstract
The utility model discloses a supporting type that bears joist that uses of support is buckled to socket joint type dish, including channel -section steel board A, spacing hole A, spacing hole B, channel -section steel board B, bolt, spacing bushing pipe and nut, on spacing hole A and spacing hole B were in channel -section steel board A and channel -section steel board B respectively, the bolt passed spacing hole B, spacing bushing pipe, spacing hole A and nut in proper order, and spacing hole A and spacing hole B's aperture equals with bolt stem's diameter.
Description
Technical field
This utility model belongs to engineering machinery field, particularly relates to a kind of socket joint type dish and buckles the bearing type joist that support equipped uses.
Background technology
By bearing support, the external force born is based on cross force and shearing, and the component to be bent into primary deformable is called beam, and 1, functionally divide, there is structural beams, such as basis grade beam, Vierendeel girder etc.; Collectively form space structure system with the vertical member such as post, load bearing wall, have structure beam, such as collar tie beam, lintel, linking beam etc., play cracking resistance, antidetonation, the constructivity effect such as stable. 2, beam can be divided into according to Structural Engineering attribute: the Vierendeel girder of Vierendeel girder, shear wall supporting, inside casing are set a roof beam in place, beam, masonry wall beam, masonry lintel, Shear-wall Connecting Beam Used, the dark beam of shear wall, shear wall frame beam. 3, dividing from construction technology, have Cast-in-situ Beam, precast beam etc. 4, divide from material, that commonly uses in engineering has section steel beam, reinforced beam, wooden frame, ladle concrete beam etc. 5, beam is according to section form, can be divided into: rectangular cross section beam, T section beam, star section beam, I-shaped cross-section beam, Contraband tee section beam, the degree of lip-rounding cut section bar, irregular section beam. 6, divide from stress, statically determinate beam and statically indeterminate beam can be divided into. Statically determinate beam refers to that geometry is constant, and without the beam of superfluous constraint. Statically indeterminate beam refers to that geometry is constant, and has the beam of superfluous constraint. 7, beam is according to its different parts in house, can be divided into: roof girder, floor beam, underground Vierendeel girder, foundation beam.
Along with China's economy constantly develops rapidly, high, big, difficult, Seiko journey gets more and more, and architectural design moulding is maked rapid progress therewith. Beam, plate bearing height are more and more higher, and beam section is increasing, also increasingly common without plate-girder, particularly same plane projected position, and design continuous multilayer is without slab and girder, it has also become one new bright spot of architectural image. But, beam, plate bearing height are more and more higher, beam section is increasing, continuous multilayer continues to bring out without slab and girder, propose increasingly higher requirement to form bracing system construction.
Utility model content
For above existing Problems existing, this utility model provides a kind of socket joint type dish to buckle the bearing type joist that support equipped uses, both met beam, harden structure high-formwork construction safety and architecture quality requirement, reduce again construction cost, economic security complete beam, plate props up altogether.
The technical solution of the utility model is in that:
This utility model provides a kind of socket joint type dish to buckle the bearing type joist that support equipped uses, including channel-section steel plate A, spacing hole A, spacing hole B, channel-section steel plate B, bolt, spacing bushing pipe and nut, described spacing hole A and described spacing hole B is respectively on described channel-section steel plate A and described channel-section steel plate B, spacing hole B, spacing bushing pipe, spacing hole A and nut described in described screw bolt passes, the aperture of described spacing hole A and described spacing hole B and the equal diameters of described bolt shank.
Further, there is matched in clearance in described spacing bushing pipe and described bolt shank.
Further, that described liner conduit length is 48mm-65mm.
Further, described channel-section steel plate A is identical with the overall dimensions of described channel-section steel plate B, and its length is 1200mm-1800mm.
Further, described spacing hole A is many groups of adjacent plum blossom-shapeds of modularization on the length direction of described channel-section steel plate A.
This utility model, owing to have employed above-mentioned technology, actively has the beneficial effect that so as to compared with prior art concrete
1, this utility model adopts joist to do shuttering supporting, it is possible to reduce support body vertical rod consumption, takes full advantage of socket joint type dish and buckles the characteristic of the high-bearing capacity of support, high stability.
2, this utility model ensure that load axle center is transmitted, and is effectively simplified beam, the design of plate structure formwork and construction. Avoid because of at the bottom of beam with plate at the bottom of load is different and the differential settlement that causes.
3, this utility model both met beam, harden structure high-formwork construction safety and architecture quality requirement, reduce again construction cost.
4, this utility model simple in construction, safe and reliable, there is good market prospect.
5, this utility model good product performance, long service life.
Accompanying drawing explanation
Fig. 1 is the overall structure axonometric chart of this utility model structure;
Fig. 2 is the left view in Fig. 1 structure.
In figure: 1-channel-section steel plate A, 2-spacing hole A, 3-spacing hole B, 4-channel-section steel plate B, 5-bolt, the spacing bushing pipe of 6-, 7-nut.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail, and embodiment of the present utility model includes but not limited to the following example.
Embodiment: to achieve these goals, the technical solution adopted in the utility model is as follows:
As shown in Figure 1, this utility model provides a kind of socket joint type dish to buckle the bearing type joist that support equipped uses, including channel-section steel plate A1, spacing hole A2, spacing hole B3, channel-section steel plate B4, bolt 5, spacing bushing pipe 6 and nut 7, spacing hole A2 and spacing hole B3 is respectively on channel-section steel plate A1 and channel-section steel plate B4, bolt 5 sequentially passes through the equal diameters in spacing hole B3, spacing bushing pipe 6, spacing hole A2 and nut 7, the aperture of spacing hole A2 and spacing hole B3 and bolt 5 bar portion.
This utility model is further arranged to: spacing bushing pipe 6 exists matched in clearance with bolt 5 bar portion.
This utility model is further arranged to: liner conduit length 6 is 48mm-65mm.
This utility model is further arranged to: channel-section steel plate A1 is identical with the overall dimensions of channel-section steel plate B4, and its length is 1200mm-1800mm.
This utility model is further arranged to: spacing hole A2 is many groups of adjacent plum blossom-shapeds of modularization on the length direction of channel-section steel plate A1.
By adopting technique scheme, when this utility model is in normal operating conditions, the spacing hole A2 or spacing hole B3 of the adjacent plum blossom-shaped distribution of many groups in modularization, can channel-section steel plate A1 or channel-section steel plate B4 and be connected with each other use in any combination, simultaneously according to the condition of use, adjust the position of safe spacing at any time, it is ensured that the working security of beam; And the position of spacing hole A2 or spacing hole B3 may be used for connecting or fixing other auxiliary component and fitting, such as diagonal brace, scalable jacking etc.; Adopt between channel-section steel plate A1 and channel-section steel plate B4] [form combines, and connects with three bolts 5, bolt 5 overlaps spacing bushing pipe 6 for the distance between limiting groove steel plate A1 and channel-section steel plate B4, it is ensured that channel-section steel plate A1 and channel-section steel plate B4 spacing are fixed value.
Above an embodiment of the present utility model is described in detail, but described content has been only preferred embodiment of the present utility model, it is impossible to be considered for limiting practical range of the present utility model. All equalizations made according to this utility model application range change and improvement etc., all should still belong within patent covering scope of the present utility model.
Claims (5)
1. the bearing type joist that support equipped uses buckled by a socket joint type dish, it is characterized in that: include channel-section steel plate A, spacing hole A, spacing hole B, channel-section steel plate B, bolt, spacing bushing pipe and nut, described spacing hole A and described spacing hole B is respectively on described channel-section steel plate A and described channel-section steel plate B, spacing hole B, spacing bushing pipe, spacing hole A and nut described in described screw bolt passes, the aperture of described spacing hole A and described spacing hole B and the equal diameters of described bolt shank.
2. the bearing type joist that support equipped uses buckled by a kind of socket joint type dish according to claim 1, it is characterised in that: there is matched in clearance in described spacing bushing pipe and described bolt shank.
3. the bearing type joist that support equipped uses buckled by a kind of socket joint type dish according to claim 2, it is characterised in that: described liner conduit length is 48mm-65mm.
4. the bearing type joist that support equipped uses buckled by a kind of socket joint type dish according to claim 1, it is characterised in that: described channel-section steel plate A is identical with the overall dimensions of described channel-section steel plate B, and its length is 1200mm-1800mm.
5. the bearing type joist that support equipped uses buckled by a kind of socket joint type dish according to claim 4, it is characterised in that: described spacing hole A is many groups of adjacent plum blossom-shapeds of modularization on the length direction of described channel-section steel plate A.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521069943.6U CN205296831U (en) | 2015-12-17 | 2015-12-17 | Supporting type that bears joist that uses of support is buckled to socket joint type dish |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521069943.6U CN205296831U (en) | 2015-12-17 | 2015-12-17 | Supporting type that bears joist that uses of support is buckled to socket joint type dish |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296831U true CN205296831U (en) | 2016-06-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521069943.6U Active CN205296831U (en) | 2015-12-17 | 2015-12-17 | Supporting type that bears joist that uses of support is buckled to socket joint type dish |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296831U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150058A (en) * | 2016-08-25 | 2016-11-23 | 无锡速捷脚手架工程有限公司 | Loading planning type can monitor the scaffold construction device of regulation |
| CN106939954A (en) * | 2017-03-20 | 2017-07-11 | 中国航空规划设计研究总院有限公司 | A kind of large-scale load ground rail system and its building method |
| CN108316634A (en) * | 2018-03-28 | 2018-07-24 | 天津鼎维固模架工程股份有限公司 | A kind of aluminium joist structure for socket joint type disk button steel pipe support |
| CN112696009A (en) * | 2020-12-07 | 2021-04-23 | 中铁二局第三工程有限公司 | Supporting joist platform of dish knot formula support suitable for building engineering |
-
2015
- 2015-12-17 CN CN201521069943.6U patent/CN205296831U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150058A (en) * | 2016-08-25 | 2016-11-23 | 无锡速捷脚手架工程有限公司 | Loading planning type can monitor the scaffold construction device of regulation |
| CN106150058B (en) * | 2016-08-25 | 2018-04-13 | 江苏速捷模架科技有限公司 | Loading planning type can monitor the scaffold construction device of adjusting |
| CN106939954A (en) * | 2017-03-20 | 2017-07-11 | 中国航空规划设计研究总院有限公司 | A kind of large-scale load ground rail system and its building method |
| CN108316634A (en) * | 2018-03-28 | 2018-07-24 | 天津鼎维固模架工程股份有限公司 | A kind of aluminium joist structure for socket joint type disk button steel pipe support |
| CN112696009A (en) * | 2020-12-07 | 2021-04-23 | 中铁二局第三工程有限公司 | Supporting joist platform of dish knot formula support suitable for building engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |