CN206016010U - A kind of lap jointing type contignation - Google Patents
A kind of lap jointing type contignation Download PDFInfo
- Publication number
- CN206016010U CN206016010U CN201621049699.1U CN201621049699U CN206016010U CN 206016010 U CN206016010 U CN 206016010U CN 201621049699 U CN201621049699 U CN 201621049699U CN 206016010 U CN206016010 U CN 206016010U
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- Prior art keywords
- crossbeam
- floor
- composite floor
- contignation
- bracket
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Abstract
A kind of lap jointing type contignation, including crossbeam and composite floor, crossbeam is the steel design of rectangular cross-section or H types, cattle lower limb is fixed with crossbeam side, the bracket of composite floor and two crossbeam sides is connected, composite floor is steel window frame structure, including upper floor and lower floor, it is fixedly connected by gripper shoe between upper floor and lower floor, composite floor is separated into multiple cavity structures by multiple gripper shoes, there is packed layer in cavity structure, implement this utility model, due to crossbeam, bracket and composite floor can be in factory's internal standardization productions, quick assembling at the construction field (site), being capable of significantly lifting construction progress, lift construction quality, improve the ability that building resists the destruction of earthquake isostructuralism.
Description
Technical field
This utility model patent is related to building structure, particularly a kind of lap jointing type contignation.
Background technology
After brick mix structure, frame structure, lightweight framed structures, the relevant restriction of country is coordinated to use clay brick and encourage building
The policy of the multiplex steel of industry, steel house just cause building insider's extensive concern.At present through domestic widely studied, test
Analysis, housing building of steel-structure general system are used for residential houses, have its unique advantage.With other class house general system phases
Than its main feature:One is light, can mitigate the weight about 30% of building, is conducive to building high level.Two is that the standard width of a room in an old-style house is big, makes room
Type enriches, and can about improve construction area 3%-5%.Three be can factorial praluction, be more easy to realize industrialization, canalization, mass
Production, raises labour productivity.
Existing steel construction beam slab generally includes steel structure beam, is connected by installing by root between each steel structure beam
Connect steel connection sheet material(Or pole stock), then connect sheet material in steel(Or pole stock)Between pour building materials and complete beam slab construction, so
Steel construction beam slab have the following disadvantages:After crossbeam installation is completed, the floor between crossbeam is to complete at the construction field (site) to make
, efficiency of construction is relatively low, and construction quality is larger by site operation environment and workmen's technique influence, the concordance of quality compared with
Low.
Utility model content
The purpose of this utility model is to provide a kind of lap jointing type contignation, to solve the deficiencies in the prior art.
The purpose of this utility model is realized in:A kind of lap jointing type contignation, including crossbeam and composite floor, horizontal
Beam is the steel design of rectangular cross-section or H types, is fixed with the cattle of bracket, composite floor and two crossbeam sides in crossbeam side
Lower limb is connected.
As preferred:The composite floor is steel window frame structure, including upper floor and lower floor, upper floor and lower floor
Between be fixedly connected by gripper shoe, composite floor is separated into multiple cavity structures by multiple gripper shoes, is had in cavity structure
Packed layer.
By implementing this utility model, as crossbeam, bracket and composite floor can be produced in factory's internal standardization,
Job site quick assembling, can significantly lifting construction progress, lift construction quality, improve building and resist the structures such as earthquake
Property destruction ability.
This utility model is further described by embodiment below in conjunction with accompanying drawing.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure, 1 is crossbeam, and 2 is gripper shoe, and 3 is packed layer, and 4 is upper floor, and 5 is bracket, and 6 is lower floor.
Specific embodiment
The purpose of this utility model is realized in:A kind of lap jointing type contignation, including crossbeam 1 and composite floor,
Crossbeam 1 is that section is the steel design of H types, is fixed with the cattle of bracket 5, composite floor and two 1 sides of crossbeam in 1 side of crossbeam
Lower limb 5 is connected, and the composite floor is steel window frame structure, including upper floor 4 and lower floor 6, between upper floor 4 and lower floor 6
It is fixedly connected by gripper shoe 2, composite floor is separated into multiple cavity structures by multiple gripper shoes 2, is filled out in cavity structure
Fill layer 3.
During use, crossbeam 1 is horizontally mounted the length of the distance between fixation, two crossbeams 1 for composite floor in Lou Zhushang
Degree, composite floor is placed on the bracket 5 of two crossbeams 1, lower floor 6 and bracket 5 is welded connected.
Claims (2)
1. a kind of lap jointing type contignation, is characterized in that:Including crossbeam and composite floor, crossbeam is rectangular cross-section or H types
Steel design, the bracket for being fixed with bracket, composite floor and two crossbeam sides in crossbeam side are connected.
2. a kind of lap jointing type contignation as claimed in claim 1, is characterized in that:The composite floor is tied for steel peripheral frame
Structure, including upper floor and lower floor, is fixedly connected by gripper shoe between upper floor and lower floor, and multiple gripper shoes will combine building
Plate is separated into multiple cavity structures, has packed layer in cavity structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621049699.1U CN206016010U (en) | 2016-09-12 | 2016-09-12 | A kind of lap jointing type contignation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621049699.1U CN206016010U (en) | 2016-09-12 | 2016-09-12 | A kind of lap jointing type contignation |
Publications (1)
Publication Number | Publication Date |
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CN206016010U true CN206016010U (en) | 2017-03-15 |
Family
ID=58259420
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201621049699.1U Active CN206016010U (en) | 2016-09-12 | 2016-09-12 | A kind of lap jointing type contignation |
Country Status (1)
Country | Link |
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CN (1) | CN206016010U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108018783A (en) * | 2017-12-21 | 2018-05-11 | 中铁大桥勘测设计院集团有限公司 | Girder steel and spacing timber regulation system and its erection method at beams of concrete beam seam |
CN108824693A (en) * | 2018-09-05 | 2018-11-16 | 北京集简筑成科技有限公司 | Wallboard, wall panel assembly and assembled architecture |
-
2016
- 2016-09-12 CN CN201621049699.1U patent/CN206016010U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108018783A (en) * | 2017-12-21 | 2018-05-11 | 中铁大桥勘测设计院集团有限公司 | Girder steel and spacing timber regulation system and its erection method at beams of concrete beam seam |
CN108824693A (en) * | 2018-09-05 | 2018-11-16 | 北京集简筑成科技有限公司 | Wallboard, wall panel assembly and assembled architecture |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant |