CN205063102U - Connection structure between light gauge steel partition wall - Google Patents

Connection structure between light gauge steel partition wall Download PDF

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Publication number
CN205063102U
CN205063102U CN201520684048.9U CN201520684048U CN205063102U CN 205063102 U CN205063102 U CN 205063102U CN 201520684048 U CN201520684048 U CN 201520684048U CN 205063102 U CN205063102 U CN 205063102U
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China
Prior art keywords
keel
light steel
partition
connected node
keel partition
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Expired - Fee Related
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CN201520684048.9U
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Chinese (zh)
Inventor
李守军
杨斌
何建平
起林春
郑洪�
张建华
张金鹏
袁瑞磊
王世达
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN201520684048.9U priority Critical patent/CN205063102U/en
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Publication of CN205063102U publication Critical patent/CN205063102U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a connection structure between light gauge steel partition wall, formed at the connected node department of a light gauge steel partition wall and the 2nd light gauge steel partition wall, connection structure includes: be close to connected node establishes immediately a light gauge steel of a light gauge steel partition wall, and locate immediately connected node department the 2nd light gauge steel of the 2nd light gauge steel partition wall, the 2nd light gauge steel stretches into part in the connected node with light gauge steel laminating is fixed. Locating connected node department with the light gauge steel of partition wall, increasing the wall body intensity of connected node department, convenient operation facilitates for the installation of follow -up shingle nail. The problem of the intensity and the rigidity of light gauge steel partition wall node wall body less is solved, and it provides the stationary plane to install for follow -up shingle nail.

Description

Syndeton between light steel keel partition
Technical field
The utility model relates to the realm of building construction, refers in particular to the syndeton between a kind of light steel keel partition.
Background technology
Lightgage steel joist is a kind of novel constructional materials, along with the modern development of China, is widely used in recent years.Light steel keel partition have lightweight, intensity is higher, refractoriness good, highly versatile and install easy characteristic, has effects such as adapting to shockproof, dust-proof, sound insulation, insulation, also has duration short, easy construction, the advantage such as not yielding simultaneously.The common practice that current engineering connects between light steel keel partition has: be resisted against by the first light steel keel partition on the shingle nail of the second light steel keel partition, self-tapping screw is utilized to be fixed on the shingle nail of the second light steel keel partition by the lightgage steel joist in the first light steel keel partition, inner corner trim process and external corner process are carried out in the shingle nail junction of two partition walls, such way is simple, but the corner strength and stiffness of partition wall are less, connect insecure.
Utility model content
The purpose of this utility model is the defect overcoming prior art, provides the syndeton between a kind of light steel keel partition, solves corner strength and stiffness in Normal practice less, connects the problems such as insecure.
The technical scheme realizing above-mentioned purpose is:
Syndeton between a kind of light steel keel partition of the utility model, be formed at the connected node place of the first light steel keel partition and the second light steel keel partition, described syndeton comprises:
Near the first lightgage steel joist of described first light steel keel partition that described connected node erects; And
Be erected on the second lightgage steel joist of described second light steel keel partition at described connected node place, the part that described second lightgage steel joist stretches in described connected node is fitted fixing with described first lightgage steel joist.
The lightgage steel joist of partition wall is located at connected node place, increases the strength of wall body at connected node place, easy to operate, install for follow-up shingle nail and provide convenient.Solve the problem that the strength and stiffness of light steel keel partition Nodes body of wall are less, and install for follow-up shingle nail stationary plane is provided.
The further improvement of the syndeton between the utility model light steel keel partition is, described first light steel keel partition and the L-shaped crossing connection of described second light steel keel partition, the end of described second light steel keel partition is inserted in the end of described first light steel keel partition.
The further improvement of the syndeton between the utility model light steel keel partition is, described second lightgage steel joist comprises being erected on framework keel in described connected node and being sticked and is fixed on the U-shaped keel of framework keel, and described first lightgage steel joist comprises one and is sticked and is fixed on the U-shaped keel of described framework keel.
The further improvement of the syndeton between the utility model light steel keel partition is, described first light steel keel partition and the T-shaped crossing connection of described second light steel keel partition, the end of described first light steel keel partition is inserted in described first light steel keel partition.
The further improvement of the syndeton between the utility model light steel keel partition is, described second lightgage steel joist comprises part and is positioned at the framework keel of described connected node, and described first lightgage steel joist comprises U-shaped keel on the described framework keel that are sticked for a pair and are fixed on and are positioned at described connected node place.
The further improvement of the syndeton between the utility model light steel keel partition is, described first light steel keel partition is that right-angled intersection is connected with described second light steel keel partition, and described second light steel keel partition runs through described first light steel keel partition.
The further improvement of the syndeton between the utility model light steel keel partition is, described second lightgage steel joist comprises the framework keel be fixedly connected with for a pair, described in a pair, framework spine sections is positioned at described connected node, and described first lightgage steel joist comprises the U-shaped keel being sticked for a pair and being fixed on and being positioned on the described framework keel of described connected node.
The further improvement of the syndeton between the utility model light steel keel partition is, described framework keel comprise the U-shaped keel of a pair involutory connection.
Accompanying drawing explanation
Fig. 1 is the structural representation of syndeton first embodiment between the utility model light steel keel partition.
Fig. 2 is the structural representation of syndeton second embodiment between the utility model light steel keel partition.
Fig. 3 is the structural representation of syndeton the 3rd embodiment between the utility model light steel keel partition.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The utility model provides the syndeton between a kind of light steel keel partition, at the connected node place of two light steel keel partitions, according to shape and the position laying lightgage steel joist of connected node, at other lightgage steel joists of constructing according to lightgage steel joist stepping.The first lightgage steel joist in first light steel keel partition is erected at close connected node place, the second lightgage steel joist in second light steel keel partition is located at connected node place, the part stretched into by second lightgage steel joist in connected node is connected and fixed with the first lightgage steel joist, increase structural strength and the rigidity at connected node place, make two partition wall stable connections.Below in conjunction with accompanying drawing, the syndeton between the utility model light steel keel partition is described.
Consult Fig. 1, show the structural representation of syndeton first embodiment between the utility model light steel keel partition.Below in conjunction with Fig. 1, the syndeton between the utility model light steel keel partition is described.
As shown in Figure 1, the first light steel keel partition 10 rock wool 13 of comprising multiple first lightgage steel joists 11 erected, the first shingle nail 12 being attached at the first lightgage steel joist 11 both sides and being filled between the first shingle nail 12.The rock wool 23 that second light steel keel partition 20 comprises multiple second lightgage steel joists 21 erected, the second shingle nail 22 being attached at the second lightgage steel joist 21 both sides and is filled between the second shingle nail 22.Between light steel keel partition of the present utility model, syndeton is formed at the connected node place of the first light steel keel partition 10 and the second light steel keel partition 20, in the present embodiment, first light steel keel partition 10 and the L-shaped crossing connection of the second light steel keel partition 20, the end forming connected node 30, second light steel keel partition 20 is inserted in the end of the first light steel keel partition 10.Syndeton between the utility model light steel keel partition is formed at connected node 30 place, to improve the strength of wall body of junction between partition wall.This syndeton comprises the first lightgage steel joist 11 of the first light steel keel partition 10 near connected node 30 place and is erected on second lightgage steel joist 21 at connected node 30 place, this second lightgage steel joist 21 is positioned at connected node 30 place, and the part that the second lightgage steel joist 21 stretches in connected node 30 is connected and fixed with the first lightgage steel joist 11.Second lightgage steel joist 21 comprises the framework keel 211 erected at connected node 30 place and is fixed on the U-shaped keel 212 of framework keel 211 with being sticked, the blind end of these U-shaped keel 212 is fitted on framework keel 211, the openend of these U-shaped keel 212 is arranged towards the second light steel keel partition 20, and U-shaped keel 212 are fixed on framework keel 211 by tapping screw.First lightgage steel joist 11 comprises U-shaped keel 111, these U-shaped keel 111 are sticked and are fixed on framework keel 211, the blind end of these U-shaped keel 111 is fitted on framework keel 211, and fastening by tapping screw, and the opening of U-shaped keel 111 is arranged towards the first light steel keel partition 10.Framework keel 211 comprise the U-shaped keel of a pair involutory connection, and the opening of U-shaped keel is oppositely arranged, and the end of U-shaped keel is provided with the wing plate to U-type groove inner bending, and time involutory, the wing plate of two U-shaped keel fits.The end of U-shaped keel 111 and U-shaped keel 212 is also provided with the wing plate to U-type groove inner bending.Be fastenedly connected by tapping screw between U-shaped keel 111 and the first shingle nail 12, be fastenedly connected by tapping screw between U-shaped keel 212 and the second shingle nail 22.In the present embodiment, first shingle nail 12 in the outside of the first light steel keel partition 10 and outside second shingle nail 22 of the second light steel keel partition 20 extend to connected node 30 place, by coated for connected node 30, this extends to first shingle nail 12 at connected node 30 place and the second shingle nail 22 is connected.First shingle nail 12 of the inner side of the first light steel keel partition 10 and inner side second shingle nail 22 of the second light steel keel partition 20 are also connected, and are fastenedly connected by tapping screw with the U-shaped keel fitted.
As shown in Figure 2, the first light steel keel partition 10 rock wool 13 of comprising multiple first lightgage steel joists 11 erected, the first shingle nail 12 being attached at the first lightgage steel joist 11 both sides and being filled between the first shingle nail 12.The rock wool 23 that second light steel keel partition 20 comprises multiple second lightgage steel joists 21 erected, the second shingle nail 22 being attached at the second lightgage steel joist 21 both sides and is filled between the second shingle nail 22.Between light steel keel partition of the present utility model, syndeton is formed at the connected node place of the first light steel keel partition 10 and the second light steel keel partition 20, in the present embodiment, first light steel keel partition 10 and the T-shaped crossing connection of the second light steel keel partition 20, form connected node 30, the end of the second light steel keel partition 20 is inserted in the first light steel keel partition 10, syndeton between the utility model light steel keel partition is located at connected node 30 place, to improve the strength of wall body of junction between partition wall.This syndeton comprises the first lightgage steel joist 11 of the first light steel keel partition 10 near connected node 30 place and is erected on second lightgage steel joist 21 at connected node 30 place, this second lightgage steel joist 21 is positioned at connected node 30 place, and the part that the second lightgage steel joist 21 stretches in connected node 30 is connected and fixed with the first lightgage steel joist 11.
Second lightgage steel joist 21 comprises the framework keel 211 that part is positioned at connected node 30, and this framework keel 211 another part is between the second shingle nail 22.Framework keel 211 comprise the U-shaped keel of a pair involutory connection, and the opening of U-shaped keel is oppositely arranged, and the end of U-shaped keel is provided with the wing plate to U-type groove inner bending, and time involutory, the wing plate of two U-shaped keel fits.U-shaped keel in framework keel 211 are positioned at connected node 30 place, and another U-shaped keel are between two the second shingle nails 22.First lightgage steel joist 11 comprises the U-shaped keel 111 being sticked for a pair and being fixed on the framework keel 211 being positioned at connected node 30 place, the blind end of these U-shaped keel 111 to be fitted on framework keel 211 and fastening by self-drilling connection, and the opening of U-shaped keel 111 is arranged towards the first light steel keel partition 10.The end of U-shaped keel 111 is provided with the wing plate to U-type groove inner bending.Be fastenedly connected by tapping screw between U-shaped keel 111 and the first shingle nail 12, be fastenedly connected by tapping screw between framework keel 211 and the second shingle nail 22.In the present embodiment, second shingle nail 22 of the second light steel keel partition 20 is resisted against on the first shingle nail 12 of the inner side of the first light steel keel partition 10, second shingle nail 22 is fastenedly connected by tapping screw with the U-shaped keel be affixed, and the first shingle nail 12 being positioned at inner side is fastenedly connected by tapping screw with the U-shaped keel be affixed.Be positioned at the first shingle nail 12 shutoff connected node 30 in outside.
As shown in Figure 3, the first light steel keel partition 10 rock wool 13 of comprising multiple first lightgage steel joists 11 erected, the first shingle nail 12 being attached at the first lightgage steel joist 11 both sides and being filled between the first shingle nail 12.The rock wool 23 that second light steel keel partition 20 comprises multiple second lightgage steel joists 21 erected, the second shingle nail 22 being attached at the second lightgage steel joist 21 both sides and is filled between the second shingle nail 22.Between light steel keel partition of the present utility model, syndeton is formed at the connected node place of the first light steel keel partition 10 and the second light steel keel partition 20, in the present embodiment, first light steel keel partition 10 is connected in right-angled intersection with the second light steel keel partition 20, form connected node 30, second light steel keel partition 20 runs through the first light steel keel partition 10, syndeton between the utility model light steel keel partition is located at connected node 30 place, to improve the strength of wall body of junction between partition wall.First lightgage steel joist 11 and second lightgage steel joist 21 being erected on connected node 30 place of first light steel keel partition 10 of this syndeton near connected node 30 place, this second lightgage steel joist 21 is positioned at connected node 30 place, and the part that the second lightgage steel joist 21 stretches in connected node 30 is connected and fixed with the first lightgage steel joist 11.
Second lightgage steel joist comprises the framework keel 211 be fixedly connected with for a pair, is fixed between these pair of frames keel 211 by self-drilling connection.Pair of frames keel 211 part is positioned at connected node 30, another part is between the second shingle nail 22 of correspondence, framework keel 211 comprise the U-shaped keel of a pair involutory connection, the opening of U-shaped keel is oppositely arranged, the end of U-shaped keel is provided with the wing plate to U-type groove inner bending, time involutory, the wing plate of two U-shaped keel fits.U-shaped keel in framework keel 211 are positioned at connected node 30 place, and another U-shaped keel are between two the second shingle nails 22.U-shaped keel between the second shingle nail 22 and being fixed by self-drilling connection between the second shingle nail 22.First lightgage steel joist 11 comprises the U-shaped keel 111 on the framework keel 211 being fixed in connected node 30 place that are sticked for a pair, the blind end of these U-shaped keel 111 to be fitted on framework keel 211 and fastening by self-drilling connection, and the opening of U-shaped keel 111 is arranged towards the first light steel keel partition 10.The end of U-shaped keel 111 is provided with the wing plate to U-type groove inner bending.Be fastenedly connected by tapping screw between U-shaped keel 111 and the first shingle nail 12.In the present embodiment, second shingle nail 22 of the second light steel keel partition 20 disconnects at connected node 30 place, be resisted against on the first shingle nail 12 of inner side and first shingle nail 12 in outside respectively, second shingle nail 22 is fastenedly connected by tapping screw with the U-shaped keel be affixed, first shingle nail 12 also disconnects in connected node place, and is fastenedly connected by tapping screw with the U-shaped keel be affixed.
The beneficial effect of the syndeton between the utility model light steel keel partition is:
The lightgage steel joist of partition wall is located at connected node place, increases the strength of wall body at connected node place, easy to operate, install for follow-up shingle nail and provide convenient.Solve the problem that the strength and stiffness of light steel keel partition Nodes body of wall are less, and install for follow-up shingle nail stationary plane is provided.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.

Claims (8)

1. the syndeton between light steel keel partition, be formed at the connected node place of the first light steel keel partition and the second light steel keel partition, it is characterized in that, described syndeton comprises:
Near the first lightgage steel joist of described first light steel keel partition that described connected node erects; And
Be erected on the second lightgage steel joist of described second light steel keel partition at described connected node place, the part that described second lightgage steel joist stretches in described connected node is fitted fixing with described first lightgage steel joist.
2. the syndeton between light steel keel partition as claimed in claim 1, it is characterized in that, described first light steel keel partition and the L-shaped crossing connection of described second light steel keel partition, the end of described second light steel keel partition is inserted in the end of described first light steel keel partition.
3. the syndeton between light steel keel partition as claimed in claim 2, it is characterized in that, described second lightgage steel joist comprises being erected on framework keel in described connected node and being sticked and is fixed on the U-shaped keel of framework keel, and described first lightgage steel joist comprises one and is sticked and is fixed on the U-shaped keel of described framework keel.
4. the syndeton between light steel keel partition as claimed in claim 1, it is characterized in that, described first light steel keel partition and the T-shaped crossing connection of described second light steel keel partition, the end of described second light steel keel partition is inserted in described first light steel keel partition.
5. the syndeton between light steel keel partition as claimed in claim 4, it is characterized in that, described second lightgage steel joist comprises part and is positioned at the framework keel of described connected node, and described first lightgage steel joist comprises U-shaped keel on the described framework keel that are sticked for a pair and are fixed on and are positioned at described connected node place.
6. the syndeton between light steel keel partition as claimed in claim 1, it is characterized in that, described first light steel keel partition is that right-angled intersection is connected with described second light steel keel partition, and described second light steel keel partition runs through described first light steel keel partition.
7. the syndeton between light steel keel partition as claimed in claim 6, it is characterized in that, described second lightgage steel joist comprises the framework keel be fixedly connected with for a pair, described in a pair, framework spine sections is positioned at described connected node, and described first lightgage steel joist comprises the U-shaped keel being sticked for a pair and being fixed on and being positioned on the described framework keel of described connected node.
8. the syndeton between the light steel keel partition as described in claim 3,5 or 7, is characterized in that, described framework keel comprise the U-shaped keel of a pair involutory connection.
CN201520684048.9U 2015-09-06 2015-09-06 Connection structure between light gauge steel partition wall Expired - Fee Related CN205063102U (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301535A (en) * 2017-12-30 2018-07-20 浙江亚厦装饰股份有限公司 A kind of curtain wall structure and its installation method
CN109025000A (en) * 2018-08-07 2018-12-18 中建津泓(天津)建设发展有限公司 A kind of keel partition wall and installation method
CN109322410A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Low-rise Lightweight Steel structural construction floor connect engineering method with metope node
CN109322409A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Tier building lightweight steel construction metope connect engineering method with metope node
CN109322411A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Multiple-story Lightweight Steel building floor connect engineering method with metope node
CN109989502A (en) * 2017-12-30 2019-07-09 浙江亚厦装饰股份有限公司 Construction wall decorates industrial method
CN112431330A (en) * 2020-12-21 2021-03-02 中建一局集团建设发展有限公司 Ultrahigh light steel keel partition wall supporting structure, partition wall and mounting method of partition wall

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301535A (en) * 2017-12-30 2018-07-20 浙江亚厦装饰股份有限公司 A kind of curtain wall structure and its installation method
CN109989502A (en) * 2017-12-30 2019-07-09 浙江亚厦装饰股份有限公司 Construction wall decorates industrial method
CN109989502B (en) * 2017-12-30 2021-11-26 浙江亚厦装饰股份有限公司 Industrial method for building wall decoration
CN108301535B (en) * 2017-12-30 2023-09-19 浙江亚厦装饰股份有限公司 Partition wall structure and installation method thereof
CN109025000A (en) * 2018-08-07 2018-12-18 中建津泓(天津)建设发展有限公司 A kind of keel partition wall and installation method
CN109322410A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Low-rise Lightweight Steel structural construction floor connect engineering method with metope node
CN109322409A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Tier building lightweight steel construction metope connect engineering method with metope node
CN109322411A (en) * 2018-11-06 2019-02-12 辽宁福瑞达建筑科技有限公司 Multiple-story Lightweight Steel building floor connect engineering method with metope node
CN109322410B (en) * 2018-11-06 2020-07-24 辽宁福瑞达建筑科技有限公司 Low-rise light steel structure building floor and wall surface joint connection construction method
CN109322411B (en) * 2018-11-06 2020-07-24 辽宁福瑞达建筑科技有限公司 Construction method for connecting multi-layer light steel structure building floor slab and wall surface node
CN112431330A (en) * 2020-12-21 2021-03-02 中建一局集团建设发展有限公司 Ultrahigh light steel keel partition wall supporting structure, partition wall and mounting method of partition wall
CN112431330B (en) * 2020-12-21 2022-04-12 中建一局集团建设发展有限公司 Ultrahigh light steel keel partition wall supporting structure, partition wall and mounting method of partition wall

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Granted publication date: 20160302

Termination date: 20200906