CN206016001U - A kind of double L-shaped contignation - Google Patents

A kind of double L-shaped contignation Download PDF

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Publication number
CN206016001U
CN206016001U CN201621049697.2U CN201621049697U CN206016001U CN 206016001 U CN206016001 U CN 206016001U CN 201621049697 U CN201621049697 U CN 201621049697U CN 206016001 U CN206016001 U CN 206016001U
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China
Prior art keywords
floor
crossbeam
hanging groove
composite floor
composite
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Active
Application number
CN201621049697.2U
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Chinese (zh)
Inventor
刘红军
郑鲁宾
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ZHENGYI GROUP Co Ltd
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ZHENGYI GROUP Co Ltd
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Priority to CN201621049697.2U priority Critical patent/CN206016001U/en
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Abstract

A kind of double L-shaped contignation,Including crossbeam and composite floor,Crossbeam is the steel design of rectangular cross-section or H types,Crossbeam L-type hanging groove is fixed with crossbeam side,Composite floor is fixedly connected with two ends of floor inverted L hanging groove,Crossbeam L-type hanging groove mounting of the composite floor by floor inverted L hanging groove and two crossbeam sides,Hollow gad is wedged in the seam crossing of mounting,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,As crossbeam 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

A kind of double L-shaped contignation
Technical field
This utility model patent is related to building structure, a kind of double L-shaped beam slab knot particularly used in steel building Structure.
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 double L-shaped contignation, to solve the deficiencies in the prior art.
The purpose of this utility model is realized in:A kind of double L-shaped contignation, including crossbeam and composite floor, horizontal Beam is the steel design of rectangular cross-section or H types, is fixed with crossbeam L-type hanging groove in crossbeam side, and composite floor is fixedly connected with two ends of Floor inverted L hanging groove, crossbeam L-type hanging groove mounting of the composite floor by floor inverted L hanging groove and two crossbeam sides, in connecing for mounting Hollow gad is wedged at seam.
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 and composite floor can be in factory's internal standardization productions, in construction Live quick assembling, can significantly lifting construction progress, lift construction quality, improve building and resist earthquake isostructuralism and break Bad 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 hollow gad, and 6 is lower floor, and 7 is horizontal Beam L hanging grooves, 8 is floor inverted L hanging groove.
Specific embodiment
The purpose of this utility model is realized in:A kind of double L-shaped contignation, including crossbeam 1 and composite floor, horizontal Beam 1 is that section is the steel design of H types, is fixed with crossbeam L-type hanging groove 7 in 1 side of crossbeam, and composite floor is fixedly connected with two ends of floor Inverted L hanging groove 8, composite floor are mounted with the crossbeam L-type hanging groove 7 of two 1 sides of crossbeam by floor inverted L hanging groove 8, in connecing for mounting Hollow gad 5 is wedged at seam, and the composite floor is steel window frame structure, and including upper floor 4 and lower floor 6, upper floor 4 is with It is fixedly connected by gripper shoe 2 between floor 6, composite floor is separated into multiple cavity structures by multiple gripper shoes 2, is tied in cavity There is packed layer 3 in structure.
During use, crossbeam 1 is horizontally mounted the length of the distance between fixation, two crossbeams 1 for composite floor, will combination Floor is mounted with the crossbeam L-type hanging groove 7 of two 1 sides of crossbeam by floor inverted L hanging groove 8, hollow in the seam crossing wedging of mounting Gad 5, completes to install.

Claims (2)

1. a kind of double L-shaped contignation, is characterized in that:Including crossbeam and composite floor, crossbeam is the steel of rectangular cross-section or H types Structure processed, is fixed with crossbeam L-type hanging groove in crossbeam side, and composite floor is fixedly connected with two ends of floor inverted L hanging groove, and composite floor passes through The crossbeam L-type hanging groove mounting of floor inverted L hanging groove and two crossbeam sides, wedges hollow gad in the seam crossing of mounting.
2. a kind of double L-shaped contignation as claimed in claim 1, is characterized in that:The 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, multiple gripper shoes are by composite floor Multiple cavity structures are separated into, have packed layer in cavity structure.
CN201621049697.2U 2016-09-12 2016-09-12 A kind of double L-shaped contignation Active CN206016001U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621049697.2U CN206016001U (en) 2016-09-12 2016-09-12 A kind of double L-shaped contignation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621049697.2U CN206016001U (en) 2016-09-12 2016-09-12 A kind of double L-shaped contignation

Publications (1)

Publication Number Publication Date
CN206016001U true CN206016001U (en) 2017-03-15

Family

ID=58259578

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621049697.2U Active CN206016001U (en) 2016-09-12 2016-09-12 A kind of double L-shaped contignation

Country Status (1)

Country Link
CN (1) CN206016001U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661225A (en) * 2018-05-23 2018-10-16 北京工业大学 A kind of height-adjustable precast concrete laminated floor slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661225A (en) * 2018-05-23 2018-10-16 北京工业大学 A kind of height-adjustable precast concrete laminated floor slab

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