CN104328848B - Connecting structure of assembly type non-bearing exterior wall and adjacent wall body - Google Patents

Connecting structure of assembly type non-bearing exterior wall and adjacent wall body Download PDF

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Publication number
CN104328848B
CN104328848B CN201410453851.1A CN201410453851A CN104328848B CN 104328848 B CN104328848 B CN 104328848B CN 201410453851 A CN201410453851 A CN 201410453851A CN 104328848 B CN104328848 B CN 104328848B
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China
Prior art keywords
cold bending
thin wall
bending thin
wall type
keel
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Expired - Fee Related
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CN201410453851.1A
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Chinese (zh)
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CN104328848A (en
Inventor
郝际平
赵西平
薛强
朱钰锋
卢俊凡
钟炜辉
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Xian University of Architecture and Technology
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Xian University of Architecture and Technology
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Abstract

The invention discloses a connecting structure of an assembly type non-bearing exterior wall and an adjacent wall body. The connecting structure comprises two butted wall bodies, wherein the wall body is provided with a skeleton frame which is formed by mutually welding a vertical cold-formed thin-walled lipped channel steel keel (1) and a transverse cold-formed thin-walled lipped channel steel keel (2); the planes of the skeleton frame is of a grid type structure; the middle part between the welding vertical cold-formed thin-walled lipped channel steel keel (1) and the transverse cold-formed thin-walled lipped channel steel keel (2) is provided with supporting angle steel (3); vertical connection angle steel (5) is fixedly arranged on the outer side of the vertical cold-formed thin-walled lipped channel steel keel (2); transverse connection angle steel (5) is fixedly arranged on the outer side of the transverse cold-formed thin-walled lipped channel steel keel (2). According to the connecting structure, the wall body can be assembled from inside to outside, the outdoor aerial workload is reduced, and the wall body can be assembled by only fixing with screws and treating connecting gaps indoors. Thus, the construction difficulty is greatly reduced, the construction period is shortened, and meanwhile the safety of construction is improved.

Description

A kind of assembled non-bearing exterior wall and the attachment structure of neighboring walls
Technical field
The present invention relates to assembled architecture field is and in particular to a kind of assembled non-bearing exterior wall and neighboring walls Attachment structure.
Background technology
Several construction methods commercially applied, speed of application is slow, long in time limit, and building industrialization level is low.Particularly Now being phased out of brick mix structure, and the very big duration is wasted in the construction of exterior wall frame structure.The present invention adopts The novel wall material mentioned in another utility model, using steel skeleton, styrofoam and raw-soil fill material composition, has excellent Fire resisting, heat-resisting, insulation, waterproof, anti-corrosion and sound-absorbing effect, and light weight, environmental protection, mode of construction is simple.Adopt simultaneously Batch production Prefabrication, standardization level is high.
The connection of assembled architecture interior wall is by a relatively simple at present, and difficulty of construction is also less, but existing exterior wall connects Node is then less, and it is complex to construct.Because the installation of exterior wall is related to the aerial work of outdoor simultaneously, to workmen's Safety guarantee also more bothers.
Content of the invention
It is an object of the present invention to provide the attachment structure of a kind of assembled non-bearing exterior wall and neighboring walls, it can solve effectively The certainly problem in the presence of background technology.
A kind of attachment structure between assembled body of wall, comprises the body of wall of two docking, described body of wall is by vertical clod wash Thin wall type lipped channel keel 1 and transverse cold bending thin wall type channel-section steel keel 2 are welded to each other formed skeleton frame, this skeleton frame Plane is gridiron structure, between described vertical cold bending thin wall type lipped channel keel 1 and transverse cold bending thin wall type channel-section steel keel 2 Middle part be provided with support angle steel 3, the outside of described vertical cold bending thin wall type lipped channel keel 1 is fixed with vertical angle cleat 4, The outside of described transverse cold bending thin wall type channel-section steel keel 2 is fixed with lateral connection angle steel 5, and described skeleton inframe is filled with poly- Benzene plate 6, the outside of this styrofoam 6 is provided with raw-soil fill material 7, and the outside of described raw-soil fill material 7 is provided with one layer of veneerer Material 8, the two ends of described body of wall respectively inwards mirror image recessed go out connected First terrace 16 and second step face 17, two docking It is provided with elastic caulking material 12 between body of wall.
Described vertical cold bending thin wall type lipped channel keel 1 generally concave structure, one of vertical cold bending thin wall The back side of type lipped channel keel 1 is located between First terrace 16 and the second step face 17 of body of wall one end, described body of wall The other end is embedded with cold bending thin wall type rectangle steel 10, and the one side of this cold bending thin wall type rectangle steel 10 is located at First terrace 16 He Between second step face 17, its opposite side is provided with the rectangle quadrate steel pipe column 9 fitted with it, passes through after docking between described body of wall Attachment means are integrally fixed.
Described attachment means are the first tapping screw 13 and the second tapping screw 16, described the first tapping screw 13 according to Secondary it is threaded to vertical cold bending thin wall type lipped channel keel 1 through facing material 8, raw-soil fill material 7 and elastic caulking material 12 Interior;It is embedding that the second described tapping screw 16 sequentially passes through facing material 8, raw-soil fill material 7, vertical angle cleat 4 and elasticity Seam material 12 is threaded in cold bending thin wall type rectangle steel 10.
The outside of described elastic caulking material 12 is provided with polyethylene foamed rod 14, the outside sealing of this polyethylene foamed rod 14 There is one layer of building sealant 15.
The upper and lower ends of described rectangle quadrate steel pipe column 9 are welded on the inner side of transverse cold bending thin wall type channel-section steel keel 2.
Due to employing above technical scheme, the invention has the advantages that:Body of wall can be made to install from inside to outside, Decrease outdoor aerial workload to fix and process connecting sewing it is only necessary to carry out screw indoors.So greatly drop Low difficulty of construction, shorten construction period, improve the safety of construction simultaneously.
Brief description
In order to be illustrated more clearly that the present invention, below in conjunction with accompanying drawing, embodiment is briefly described.
Fig. 1 is the structural representation of body of wall in the present invention;
Fig. 2 is the attachment structure schematic diagram in the present invention between two bodies of wall connected horizontally.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that the present invention realizes are easy to understand, below will In conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described.
Embodiment 1
Referring to Fig. 1-2, the attachment structure between a kind of assembled body of wall, comprise the bodies of wall of two docking, described body of wall Formed skeleton frame is welded to each other by vertical cold bending thin wall type lipped channel keel 1 and transverse cold bending thin wall type channel-section steel keel 2, The plane of this skeleton frame is gridiron structure, described vertical cold bending thin wall type lipped channel keel 1 and transverse cold bending thin wall type groove Middle part between steel joist 2 is provided with support angle steel 3, and the outside of described vertical cold bending thin wall type lipped channel keel 1 is fixed with perpendicular To angle cleat 4, the outside of described transverse cold bending thin wall type channel-section steel keel 2 is fixed with lateral connection angle steel 5, described skeleton frame Inside it is filled with styrofoam 6, the outside of this styrofoam 6 is provided with raw-soil fill material 7, and the outside of described raw-soil fill material 7 is provided with One layer of facing material 8, the two ends of described body of wall respectively inwards mirror image recessed go out connected First terrace 16 and second step face 17, It is provided with elastic caulking material 12 between the body of wall of two docking.
Described vertical cold bending thin wall type lipped channel keel 1 generally concave structure, one of vertical cold bending thin wall The back side of type lipped channel keel 1 is located between First terrace 16 and the second step face 17 of body of wall one end, described body of wall The other end is embedded with cold bending thin wall type rectangle steel 10, and the one side of this cold bending thin wall type rectangle steel 10 is located at First terrace 16 He Between second step face 17, its opposite side is provided with the rectangle quadrate steel pipe column 9 fitted with it, passes through after docking between described body of wall Attachment means are integrally fixed.
Described attachment means are the first tapping screw 13 and the second tapping screw 16, described the first tapping screw 13 Sequentially pass through facing material 8, raw-soil fill material 7 and elastic caulking material 12 and be threaded to vertical cold bending thin wall type lipped channel keel In 1;It is embedding that the second described tapping screw 16 sequentially passes through facing material 8, raw-soil fill material 7, vertical angle cleat 4 and elasticity Seam material 12 is threaded in cold bending thin wall type rectangle steel 10.
The outside of described elastic caulking material 12 is provided with polyethylene foamed rod 14, the outside sealing of this polyethylene foamed rod 14 There is one layer of building sealant 15.
The upper and lower ends of described rectangle quadrate steel pipe column 9 are welded on the inner side of transverse cold bending thin wall type channel-section steel keel 2.
Due to employing above technical scheme, the present embodiment has the advantages that:Body of wall can be made to pacify from inside to outside Dress, decreases outdoor aerial workload and fixes and process connecting sewing it is only necessary to carry out screw indoors.So greatly Reduce difficulty of construction, shorten construction period, improve the safety of construction simultaneously.
Embodiment 2
(1) integral type floor in place first;
(2) bearing wall of quadrate steel pipe column is then carried in relevant position arrangement;
And then arrange the non-bearing inner wall of building of this layer (3);
(4) integral type floor of last layer in place;
(5) and then in the position being disposed with non-bearing exterior wall, outwards push this body of wall from indoor;
(6) insert elastic caulking material 12 in the junction of body of wall and floor when from inside to outside inserting, and make the rank of body of wall Scalariform joint face is docked with the stepped joint face of floor and squeezes elastic caulking material 12, makes the connection end of floor and body of wall Fully it is engaged, form good waterproof, sound insulation, heat insulation effect.
Finally it should be noted that:Above example only in order to technical scheme to be described, is not intended to limit;Although With reference to the foregoing embodiments the present invention is described in detail, it will be understood by those within the art that, it still may be used To modify to the technical scheme described in foregoing embodiments, or equivalent is carried out to wherein some technical characteristics; And these modifications or replacement, do not make the essence of appropriate technical solution depart from various embodiments of the present invention technical scheme.

Claims (1)

1. a kind of assembled non-bearing exterior wall with the attachment structure of neighboring walls it is characterised in that comprising two bodies of wall docking, Described body of wall is welded to each other by vertical cold bending thin wall type lipped channel keel (1) and transverse cold bending thin wall type channel-section steel keel (2) The skeleton frame being formed, the plane of this skeleton frame is gridiron structure, described vertical cold bending thin wall type lipped channel keel (1) with Middle part between transverse cold bending thin wall type channel-section steel keel (2) is provided with support angle steel (3), described vertical cold bending thin wall type lipped channel The outside of Os Draconis (1) is fixed with vertical angle cleat (4), and the outside of described transverse cold bending thin wall type channel-section steel keel (2) is fixed with Lateral connection angle steel (5), described skeleton inframe is filled with styrofoam (6), and the outside of this styrofoam (6) is provided with raw-soil implant Material (7), the outside of described raw-soil fill material (7) is provided with one layer of facing material (8), the two ends mirror image respectively inwards of described body of wall Recessed go out connected First terrace (16) and second step face (17), two docking bodies of wall between be provided with elastic caulking material (12);
Described vertical cold bending thin wall type lipped channel keel (1) generally concave structure, one of vertical cold bending thin wall type The back side of lipped channel keel (1) is located between First terrace (16) and second step face (17) of body of wall one end, described wall The other end of body is embedded with cold bending thin wall type rectangle steel (10), and the one side of this cold bending thin wall type rectangle steel (10) is located at First Between terrace (16) and second step face (17), its opposite side is provided with the rectangle quadrate steel pipe column (9) fitted with it, described body of wall Between dock after be integrally fixed by attachment means;
Described attachment means are the first tapping screw (13) and the second tapping screw (16), described the first tapping screw (13) Sequentially pass through facing material (8), raw-soil fill material (7) and elastic caulking material (12) and be threaded to vertical cold bending thin wall type crimping groove In steel joist (1);Described the second tapping screw (16) sequentially passes through facing material (8), raw-soil fill material (7), vertically connects Connect angle steel (4) and elastic caulking material (12) is threaded in cold bending thin wall type rectangle steel (10);
The outside of described elastic caulking material (12) is provided with polyethylene foamed rod (14), and the outside of this polyethylene foamed rod (14) is solid Feng Youyi layer building sealant (15);
The upper and lower ends of described rectangle quadrate steel pipe column (9) are welded on the inner side of transverse cold bending thin wall type channel-section steel keel (2).
CN201410453851.1A 2014-09-03 2014-09-03 Connecting structure of assembly type non-bearing exterior wall and adjacent wall body Expired - Fee Related CN104328848B (en)

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110595827B (en) * 2019-10-17 2020-11-06 明光市众建市政工程有限公司 Ground soil property classification detection sampling device before building engineering construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1167189A (en) * 1996-06-03 1997-12-10 徐鑫堂 Fire-proof vibration-resistant wall board and making method
CN101649652A (en) * 2008-08-15 2010-02-17 北京森聚柯高分子材料有限公司 Waterproof structure and manufacturing method thereof
CN202164723U (en) * 2011-06-15 2012-03-14 山东兴华建设集团有限公司 Hollow light steel keel straw plate partition wall
CN203412140U (en) * 2013-06-25 2014-01-29 深圳市建艺装饰集团股份有限公司 Double-layer lightgage steel joist sound proof wall
CN203795655U (en) * 2014-04-17 2014-08-27 中亿丰建设集团股份有限公司 Keel partition wall

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140000199A1 (en) * 2012-07-02 2014-01-02 Integrated Structures, Inc. Internally Braced Insulated Wall and Method of Constructing Same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1167189A (en) * 1996-06-03 1997-12-10 徐鑫堂 Fire-proof vibration-resistant wall board and making method
CN101649652A (en) * 2008-08-15 2010-02-17 北京森聚柯高分子材料有限公司 Waterproof structure and manufacturing method thereof
CN202164723U (en) * 2011-06-15 2012-03-14 山东兴华建设集团有限公司 Hollow light steel keel straw plate partition wall
CN203412140U (en) * 2013-06-25 2014-01-29 深圳市建艺装饰集团股份有限公司 Double-layer lightgage steel joist sound proof wall
CN203795655U (en) * 2014-04-17 2014-08-27 中亿丰建设集团股份有限公司 Keel partition wall

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Granted publication date: 20170222

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