CN104264796A - Novel assembled type connecting structure of non-bearing wall and adjacent floor slab - Google Patents
Novel assembled type connecting structure of non-bearing wall and adjacent floor slab Download PDFInfo
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- CN104264796A CN104264796A CN201410453806.6A CN201410453806A CN104264796A CN 104264796 A CN104264796 A CN 104264796A CN 201410453806 A CN201410453806 A CN 201410453806A CN 104264796 A CN104264796 A CN 104264796A
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Abstract
The invention discloses a novel assembled type connecting structure of a non-bearing wall and an adjacent floor slab. The connecting structure comprises the wall and the floor slab in butt joint with the wall. The wall comprises a framework formed by welding vertical cold-formed thin-walled lipped channel keels (1) and transverse cold-formed thin-walled lipped channel keels (2). The plane of the framework is of a grid type structure. A supporting steel angle (3) is arranged between the vertical cold-formed thin-walled lipped channel keels (1) and the transverse cold-formed thin-walled lipped channel keels (2). Vertical connecting steel angles (4) are fixed to the outer sides of the vertical cold-formed thin-walled lipped channel keels (1). According to the connecting structure, the wall can be installed from inside to outside, the outdoor overhead operation amount is reduced, and only indoor work of screw fixation and connecting seam treatment needs to be conducted. Thus, the construction difficulty is greatly lowered, a construction period is shortened, the construction safety is improved, and meanwhile in cooperation with a waterproof sound insulation material in application, the requirements for water resistance, sound insulation and heat preservation can be well met.
Description
Technical field
What the present invention relates to is assembled architecture field, is specifically related to the connection of a kind of novel assembling non-bearing wall body and adjacent floor deck.
Background technology
In recent years, along with improving constantly of people's living standard, the requirement of people to the building speed of the building trades such as house, construction cost, construction quality and energy-conserving and environment-protective etc. also improves constantly, and progressively moves towards modern assembled architecture system.Meanwhile, higher requirement be it is also proposed to combination properties such as the light weight of constructional materials, high-strength, insulation, heat insulation, sound insulation, antidetonation, durable, environmental protection and speed of applications
The internal partition for building material now commercially applied, as hollow-brick block, GRC partition board etc., sound insulation, heat insulation effect are poor, easily produce crack, and speed of application is slow, and cost is high.This patent adopts steel frame, polyphenyl plate and immature soil fill material composition, has excellent fire-resistant, heat-resisting, insulation, waterproof, anticorrosion and sound-absorbing effect, and quality gently, environmental protection, mode of construction is simple.
Existing building interior wall, has the problems such as construction is complicated, building cycle is long, situ wet operation is many, ambient influnence is comparatively large, standardization level is low.
Summary of the invention
The object of the invention is to provide the connection of a kind of novel assembling non-bearing wall body and adjacent floor deck, and it can solve problem existing in background technology effectively.
The connection of a kind of novel assembling non-bearing wall body and adjacent floor deck, the floor comprising body of wall and dock with it, described body of wall comprises and is welded to each other formed skeleton frame 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, middle part between described vertical cold bending thin wall type lipped channel keel 1 and transverse cold bending thin wall type channel-section steel keel 2 is provided with and supports angle steel 3, the outside of described vertical cold bending thin wall type lipped channel keel 1 is fixed with vertical connecting angle 4, the outside of described transverse cold bending thin wall type channel-section steel keel 2 is fixed with lateral connection angle steel 5, polyphenyl plate 6 is filled with in described skeleton frame, the outside of this polyphenyl plate 6 is provided with immature soil fill material 7, the outside of described immature soil fill material 7 is provided with one deck facing material 8, the two ends up and down of described body of wall are ladder-type structure, described floor comprises double flute steel girder 9, its two ends are the ladder-type structure coordinated with the grafting of levels body of wall, double flute steel girder 9 is provided with in described floor, this double flute steel girder 9 is positioned near the end at floor two ends, the two ends up and down of described double flute steel girder 9 are fixed with cold bending thin wall type rectangle steel 10, after described body of wall docks with floor, be fixed connection by linkage.
The junction of described body of wall and floor is filled with elasticity caulking material 12, and the outside of described elasticity caulking material 12 is filled with polyethylene foamed rod 16, and the outside of this polyethylene foamed rod 16 is filled with building sealant 17.
The edge of the combination of described body of wall and floor is fixed with flexible skirt material 13.
Described linkage is the first self-tapping screw 15, second self-tapping screw 18 and the 3rd self-tapping screw 19, the first described self-tapping screw 15 screws in in cold bending thin wall type rectangle steel 10 through flexible skirt material 13, immature soil fill material 7, lateral connection angle steel 5 and elasticity caulking material 12 successively; The second described self-tapping screw 18 is screwed in floor through flexible skirt material 13 successively; The 3rd described self-tapping screw 19 screws in vertical cold bending thin wall type lipped channel keel 1 through facing material 8, immature soil fill material 7, elasticity caulking material 12 and transverse cold bending thin wall type channel-section steel keel 2 successively.
Waterproof sound insulation filler 11 is filled with in described cold bending thin wall type rectangle steel 10.
Owing to have employed above technical scheme, the present invention has following beneficial effect: body of wall can be made to install from inside to outside, decreases outdoor aerial workload, only needs to carry out screw in indoor and fixes and process connecting sewing.Significantly reduce difficulty of construction like this, shorten construction period, improve the safety of construction, coordinate the application of waterproof sound insulating material simultaneously, the needs of waterproof tolerant noise-insulating warm-keeping can be met admirably.
Accompanying drawing explanation
In order to be illustrated more clearly in 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 structural representation of floor in the present invention;
Fig. 3 be in the present invention bottom body of wall with the structural representation of floor connected node.
Detailed description of the invention
The technological means realized to make the present invention, creation characteristic, reaching object and effect is easy to understand, below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention being clearly and completely described.
Embodiment 1
Referring to Fig. 1-3, the connection of a kind of novel assembling non-bearing wall body and adjacent floor deck, the floor comprising body of wall and dock with it, described body of wall comprises and is welded to each other formed skeleton frame 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, middle part between described vertical cold bending thin wall type lipped channel keel 1 and transverse cold bending thin wall type channel-section steel keel 2 is provided with and supports angle steel 3, the outside of described vertical cold bending thin wall type lipped channel keel 1 is fixed with vertical connecting angle 4, the outside of described transverse cold bending thin wall type channel-section steel keel 2 is fixed with lateral connection angle steel 5, polyphenyl plate 6 is filled with in described skeleton frame, the outside of this polyphenyl plate 6 is provided with immature soil fill material 7, the outside of described immature soil fill material 7 is provided with one deck facing material 8, the two ends up and down of described body of wall are ladder-type structure, described floor comprises double flute steel girder 9, its two ends are the ladder-type structure coordinated with the grafting of levels body of wall, double flute steel girder 9 is provided with in described floor, this double flute steel girder 9 is positioned near the end at floor two ends, the two ends up and down of described double flute steel girder 9 are fixed with cold bending thin wall type rectangle steel 10, after described body of wall docks with floor, be fixed connection by linkage.
The junction of described body of wall and floor is filled with elasticity caulking material 12, and the outside of described elasticity caulking material 12 is filled with polyethylene foamed rod 16, and the outside of this polyethylene foamed rod 16 is filled with building sealant 17.
The edge of the combination of described body of wall and floor is fixed with flexible skirt material 13.
Described linkage is the first self-tapping screw 15, second self-tapping screw 18 and the 3rd self-tapping screw 19, the first described self-tapping screw 15 screws in in cold bending thin wall type rectangle steel 10 through flexible skirt material 13, immature soil fill material 7, lateral connection angle steel 5 and elasticity caulking material 12 successively; The second described self-tapping screw 18 is screwed in floor through flexible skirt material 13 successively; The 3rd described self-tapping screw 19 screws in vertical cold bending thin wall type lipped channel keel 1 through facing material 8, immature soil fill material 7, elasticity caulking material 12 and transverse cold bending thin wall type channel-section steel keel 2 successively.
Waterproof sound insulation filler 11 is filled with in described cold bending thin wall type rectangle steel 10.
Owing to have employed above technical scheme, the present embodiment has following beneficial effect: body of wall can be made to install from inside to outside, decrease outdoor aerial workload, only need to carry out screw in indoor fix and process connecting sewing, significantly reduce difficulty of construction, shorten construction period, improve the safety of construction, coordinate the application of waterproof sound insulating material simultaneously, the needs of waterproof tolerant noise-insulating warm-keeping can be met admirably.
Embodiment 2
(1) integral type floor first in place;
(2) bearing wall with quadrate steel pipe column is then arranged in relevant position;
(3) the non-bearing inner wall of building of this layer is then arranged;
(4) the integral type floor of last layer in place;
(5) then in the position being furnished with non-bearing exterior wall, this body of wall is outwards pushed indoor;
(6) elasticity caulking material 12 is inserted in the junction of body of wall and floor when from inside to outside inserting, and make the stepped joint face of body of wall dock with the stepped joint face of floor and squeeze elasticity caulking material 12, floor is fully engaged with the link of body of wall, forms good waterproof, sound insulation, heat insulation effect;
(7) after body of wall is accurately in place, flexible skirt material 13 is transversely laid in body of wall inside bottom, side the first tapping screw 15 is fixed on the bottom of inner side of outer wall, opposite side the second tapping screw 18 is fixed on floor upper surface, and both sides all coincide better with the decorative cover of plastering of body of wall and floor;
(8) side roof part transversely lays flexible decorating material 13 within the walls outside, side the first tapping screw 15 is fixed on the upper end of inner side of outer wall, opposite side the second tapping screw 18 is fixed on underfloor surface, and both sides all coincide better with the decorative cover of plastering of body of wall and floor;
(9) two ends up and down outside exterior wall, are transversely fixed together floor and body of wall lateral keel 2 with the 3rd tapping screw 19 respectively;
(10) process with polyethylene foamed rod 16 and building sealant 17 subsequently and connect gap outside exterior wall, ensure the effects such as its waterproof, sound insulation, insulation.
Last it is noted that above embodiment is only in order to illustrate technical scheme of the present invention, be not intended to limit; Although with reference to previous embodiment to invention has been detailed description, those of ordinary skill in the art should be appreciated that it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (5)
1. the connection of a novel assembling non-bearing wall body and adjacent floor deck, it is characterized in that the floor comprising body of wall and dock with it, described body of wall comprises and is welded to each other formed skeleton frame 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, middle part between described vertical cold bending thin wall type lipped channel keel (1) and transverse cold bending thin wall type channel-section steel keel (2) is provided with and supports angle steel (3), the outside of described vertical cold bending thin wall type lipped channel keel (1) is fixed with vertical connecting angle (4), the outside of described transverse cold bending thin wall type channel-section steel keel (2) is fixed with lateral connection angle steel (5), polyphenyl plate (6) is filled with in described skeleton frame, the outside of this polyphenyl plate (6) is provided with immature soil fill material (7), the outside of described immature soil fill material (7) is provided with one deck facing material (8), the two ends up and down of described body of wall are ladder-type structure, described floor comprises double flute steel girder (9), its two ends are the ladder-type structure coordinated with the grafting of levels body of wall, double flute steel girder (9) is provided with in described floor, this double flute steel girder (9) is positioned near the end at floor two ends, the two ends up and down of described double flute steel girder (9) are fixed with cold bending thin wall type rectangle steel (10), after described body of wall docks with floor, be fixed connection by linkage.
2. the connection of a kind of novel assembling non-bearing wall body according to claim 1 and adjacent floor deck, it is characterized in that the junction of described body of wall and floor is filled with elasticity caulking material (12), the outside of described elasticity caulking material (12) is filled with polyethylene foamed rod (16), and the outside of this polyethylene foamed rod (16) is filled with building sealant (17).
3. the connection of a kind of novel assembling non-bearing wall body according to claim 1 and adjacent floor deck, is characterized in that the edge of the combination of described body of wall and floor is fixed with flexible skirt material (13).
4. the connection of a kind of novel assembling non-bearing wall body according to claim 1 and adjacent floor deck, it is characterized in that described linkage is the first self-tapping screw (15), second self-tapping screw (18) and the 3rd self-tapping screw (19), described the first self-tapping screw (15) screws in in cold bending thin wall type rectangle steel (10) through flexible skirt material (13), immature soil fill material (7), lateral connection angle steel (5) and elasticity caulking material (12) successively; Described the second self-tapping screw (18) is screwed in floor through flexible skirt material (13) successively; The 3rd described self-tapping screw (19) screws in vertical cold bending thin wall type lipped channel keel (1) through facing material (8), immature soil fill material (7), elasticity caulking material (12) and transverse cold bending thin wall type channel-section steel keel (2) successively.
5. the connection of a kind of novel assembling non-bearing wall body according to claim 1 and adjacent floor deck, is characterized in that being filled with waterproof sound insulation filler (11) in described cold bending thin wall type rectangle steel (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410453806.6A CN104264796B (en) | 2014-09-03 | 2014-09-03 | Assembled type connecting structure of non-bearing wall and adjacent floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410453806.6A CN104264796B (en) | 2014-09-03 | 2014-09-03 | Assembled type connecting structure of non-bearing wall and adjacent floor slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104264796A true CN104264796A (en) | 2015-01-07 |
| CN104264796B CN104264796B (en) | 2017-02-22 |
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| CN201410453806.6A Expired - Fee Related CN104264796B (en) | 2014-09-03 | 2014-09-03 | Assembled type connecting structure of non-bearing wall and adjacent floor slab |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049669A (en) * | 2016-07-15 | 2016-10-26 | 王玉辉 | Assembly type wood structure house wall and floor grating connecting joint and construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100830240B1 (en) * | 2007-07-02 | 2008-05-16 | 한국건설기술연구원 | Method for hybridizing light-weight composite wall and concrete floor in light-weight composite structure using adapter |
| CN201326220Y (en) * | 2008-12-03 | 2009-10-14 | 张剑 | Angle steel assembly structure of prefabricated reinforced concrete wall panel and floor plate |
| CN203716302U (en) * | 2014-02-26 | 2014-07-16 | 山东大学 | Connecting structure of novel quick-assembled integrated house |
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2014
- 2014-09-03 CN CN201410453806.6A patent/CN104264796B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100830240B1 (en) * | 2007-07-02 | 2008-05-16 | 한국건설기술연구원 | Method for hybridizing light-weight composite wall and concrete floor in light-weight composite structure using adapter |
| CN201326220Y (en) * | 2008-12-03 | 2009-10-14 | 张剑 | Angle steel assembly structure of prefabricated reinforced concrete wall panel and floor plate |
| CN203716302U (en) * | 2014-02-26 | 2014-07-16 | 山东大学 | Connecting structure of novel quick-assembled integrated house |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049669A (en) * | 2016-07-15 | 2016-10-26 | 王玉辉 | Assembly type wood structure house wall and floor grating connecting joint and construction method |
| CN106049669B (en) * | 2016-07-15 | 2018-04-06 | 王玉辉 | Assembled wooden frame structure wall and flooring grid connecting node and construction method |
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| Publication number | Publication date |
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| CN104264796B (en) | 2017-02-22 |
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Granted publication date: 20170222 Termination date: 20180903 |