CN103590623B - Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly - Google Patents
Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly Download PDFInfo
- Publication number
- CN103590623B CN103590623B CN201310559175.1A CN201310559175A CN103590623B CN 103590623 B CN103590623 B CN 103590623B CN 201310559175 A CN201310559175 A CN 201310559175A CN 103590623 B CN103590623 B CN 103590623B
- Authority
- CN
- China
- Prior art keywords
- wall
- thin
- ribbed stiffener
- walled steel
- walled
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention discloses a kind of Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly, combined by multiple cell cube, each cell cube comprises exterior wall, interior wall, end face and bottom surface, or door, or window, each wall of each cell cube includes inside and outside two-layer parallel templates, and the inner side at four edges of two-layer parallel templates is linked together by thin-walled square steel pipe, orthogonally be provided with bolt-type locking mechanism between the walls, the present invention can realize the object in fast construction house.Manufacture in factory, the object of on-the-spot rapid-assembling.Assembling speed is fast, and quality is good.The structure adopting ribbed stiffener and reinforcing bar to combine, improves the intensity of each wall or cylinder.Structure of the present invention is simple, reasonable in design, can improve site construction environment, and significantly degree reduces building site degree of contamination, can reduce the workload of site operation in a large number, reduce costs, be very beneficial to promotion and implementation.
Description
technical field:
The present invention relates to the technical field of application Steel Thin-Wall building, be specifically related to a kind of Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly.
background technology:
Existing brick mixes reinforced concrete building and all there is the problems such as the amount of labour used is large, the construction period is long, and, potential safety hazard large to ambient influnence is many.The prefabricated assembling type reinforced concrete house unit body that current pertinent literature is recorded, adopt the manufacture of all steel reinforced concrete, Mould Machining is utilized to become one piece of block beam wall one-piece member, floor member in factory, on-the-spot spelling, frame column and position of joints adopt the solution of on-the-spot after-pouring, large in pre-formed process climate impact, and take large quantity space, construction transport difficult.Prefabricated reinforced concrete house unit body is that least unit is built with house, simplifies difficulty large, need precast different model building structure, be unfavorable for factory's mass production according to different building type.Easily produce collision in construction hoisting process and damage concrete unit body structure or produce dangerous.Dock combination between reinforced concrete unit body and mostly be welding, pad affects efficiency of construction too much, increase construction cost, solder joint very little time be then difficult to the intensity reaching needs, make butt joint position become the weak link of structure.Need to arrange accurate locating hole during reinforced concrete unit body docking, be difficult to during practice of construction realize high accuracy docking, the overall performance of prefabrication and assembly construction building can be affected.
summary of the invention:
The present invention seeks to mix in reinforced concrete building field for existing brick have that the amount of labour used is large, the construction period is long, the problems such as, potential safety hazard large to ambient influnence is many, and for the various drawbacks that existing prefabricated assembling type reinforced concrete unit body exists, there is provided one can realize factory's mass production, the Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly of on-the-spot variation assembling and rapid construction, can construction period be shortened, reducing the construction costs.
Technical scheme: a kind of Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly, be combined by multiple cell cube, each cell cube comprises exterior wall, interior wall, end face and bottom surface, or door, or window, or stair, wherein:
In each wall of each cell cube includes, outer two-layer parallel templates, the inner side at four edges of two-layer parallel templates is linked together by thin-walled square steel pipe, orthogonally be set side by side with bolt-type locking mechanism between the walls, described bolt-type locking mechanism comprises screw rod and cutting ferrule, described screw rod to be fixed in square steel pipe and the part that leaks outside is provided with neck and gear platform, described cutting ferrule is sleeved in the square steel pipe of adjacent wall, cutting ferrule comprises walk around head and an arc-shaped slot, width between the spiral gear rib of described arc-shaped slot both sides is greater than the width of described neck and is less than the width of described gear platform, arc-shaped slot inlet radius is greater than arc-shaped slot bottom radius, inside and outside cell cube between two templates, and be perfused with foaming concrete in load-bearing floor, the load-bearing floor of each cell cube respectively comprises two-layer horizontal thin-walled steel plate or template, and the inner side at four edges of two-layer horizontal thin-walled steel plate or template is linked together by thin-walled square steel pipe, between the template of each wall, be perfused with in load-bearing floor fire prevention, fire-retardant, lightweight Supporting Media to improve intensity.
Be fixedly connected with the mode that can adopt solid welding, the mode that flexible connection can be with bolts.The thickness range of described template or thin-walled steel plate is 0.15 ~ 3mm.
Meanwhile, described swivel head arranges interior six prism grooves, interior six prism bottom portion of groove are provided with locking hole, and Matching installation has locking pin in locking hole, the end of described locking pin is pressed on neck or the gear platform side of described screw rod.
To leak water electric line along template in the wall of each cell cube, contiguous location body is interconnected by plug or joint.
The both sides of described wall are provided with panel, and template-setup in the outer part has insulation layer, and wall template-setup in the inner part has decorative layer.
Be provided with anti-slip veins in described gathering sill, the root of gathering sill is provided with locating slot.Retaining mechanism is provided with between described swivel head and sleeve pipe.A kind of implementation of described retaining mechanism is provided with locking hole bottom six prisms in swivel head, and Matching installation has locking pin in locking hole, and the end of described locking pin is pressed on neck or the gear platform side of described screw rod.Also steam vent is provided with in the middle part of the swivel head of cutting ferrule.The another kind of implementation of described retaining mechanism is provided with combination pin-and-hole between swivel head lateral wall and sleeve pipe inside wall, in combination pin-and-hole, be provided with locking pin.Being positioned at internal surface of sleeve pipe is multiple continuous print minor arcs, and being positioned at swivel head lateral wall is major arc, and described minor arc and major arc form described combination pin-and-hole.Described locking pin is self-tapping screw.
Beneficial effect of the present invention: 1, the invention provides a kind of container-type house assembly utilizing thin-walled steel plate to coordinate ribbed stiffener combination, be base unit with cell cube during site operation, only need to assemble each cell cube, and foaming concrete is built in thin-walled steel plate, building mode is very simple, and efficiency of construction is high, and building site is succinct, participation number of workers is few, saves construction cost.
2, the Unit agent structure forming house can be simplified to the building materials parts such as thin-walled steel plate, triangle ribbed stiffener and reinforcing bar, each parts can manufacture in enormous quantities in factory, each parts can be assembled in workshop or weld forming unit body for different buildings type and performance.
3, the structure adopting ribbed stiffener and reinforcing bar to combine, Reperfu-sion foaming concrete, improves the intensity of each wall, end face, bottom surface and cylinder.
4, implementation of the present invention is comparatively simple, and reasonable in design, result of use is good.Compared with the situation of existing building construction site, obviously can improve construction environment, significantly degree reduces building site degree of contamination, a large amount of workload and constructor's quantity reducing site operation, thus significantly reduces costs, and is very beneficial to promotion and implementation.
accompanying drawing illustrates:
Fig. 1 is the schematic diagram that bolt-type locking mechanism of the present invention is applied to angle position;
Fig. 2 is wall cross-sectional view;
Fig. 3 is the partial enlargement structural representation of Fig. 2;
Fig. 4 is the part section structural representation of load-bearing floor;
Fig. 5 is orthogonal three sidewalls docking schematic diagrames;
Fig. 6 is a kind of schematic diagram of house assembly of the present invention;
Fig. 7 is the another kind of schematic diagram of house assembly of the present invention.
Number in the figure 1 is template, 2 is thin-walled square steel pipe, 3 is support bar, 4 is nut, 5 is screw rod, 6 is through hole, 7 is cutting ferrule, 71 is gear rib in arc, 72 keep off rib outward for arc, 73 is swivel head, 74 is interior six prism grooves, 75 is self-tapping screw, 8 is gear platform, 9 is sleeve pipe, 10 is foam cement or rubber grain and concrete mix, 11 is reinforcing bar, 12 is load-bearing floor, 13 is wall, 14 is triangle ribbed stiffener, 15 is door, 16 is bedroom, 17 is balcony, 18 is dining room, 19 is kitchen, 20 is window, 21 is parlor, 22 is washroom, 23 is panel or plaque.
detailed description of the invention:
Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly as described in Fig. 6 and Fig. 7, every layer is combined by multiple cell cube, and each cell cube is as parlor 21, washroom 22, bedroom 16, balcony 24, dining room 18, kitchen 19 and balcony 17 etc.Arrange stair between levels cell cube, each cell cube comprises wall, top and bottom, and door 15 and window 20.
As described in Figure 2, wall 13 comprises inside and outside two-layer parallel templates 1 to the structure of wall 13 or load-bearing floor 12, can at parallel templates 1 arranged outside panel or plaque 23.The inner side at four edges of two-layer parallel templates 1 is linked together by thin-walled square steel pipe 2.Template 1 and thin-walled steel plate 2 all can adopt thin-walled steel plate or ultra-thin-wall steel plate, and thickness range is 0.15 ~ 3mm.See Fig. 5, load-bearing floor 12 respectively comprises two-layer horizontal thin-walled steel plate as template, the inner side at four edges of two-layer horizontal thin-walled steel plate is linked together by thin-walled square steel pipe 2, be connected by alternatively distributed triangle ribbed stiffener between two-layer horizontal thin-walled steel plate, be fixed in the horizontal thin-walled steel plate of first floor or template after two drift angle bendings of triangle ribbed stiffener, be flexibly connected with the horizontal thin-walled steel plate of the adjacent second layer or template or be fixedly connected with after 3rd summit bending, fixed connection structure is see Fig. 4 or Fig. 7.
Ginseng Fig. 1, Fig. 4 or Fig. 5, be orthogonally provided with bolt-type locking mechanism between the walls, described bolt-type locking mechanism comprises screw rod 6 and cutting ferrule 7, and described screw rod 6 to be fixed in square steel pipe 2 and the part that leaks outside is provided with neck and gear platform 8.Described cutting ferrule 7 is sleeved in the square steel pipe 2 of adjacent wall, cutting ferrule 7 comprises a swivel head 73 and an arc-shaped slot, described arc-shaped slot both sides are respectively gear rib 71 and arc in arc and keep off rib 72 outward, width between two spirals gear ribs is greater than the width of described neck and is less than the width of described gear platform 8, and arc-shaped slot inlet radius is greater than arc-shaped slot bottom radius; The bottom of described arc-shaped slot is provided with anti-slip veins, and the root of arc-shaped slot is provided with locating slot.Described swivel head 73 arranges interior six prism grooves 74, be provided with locking hole, and Matching installation has self-tapping screw 75 in locking hole bottom interior six prism grooves 74, the end of described self-tapping screw 75 is pressed on neck or the gear platform side of described screw rod.The lateral surface of described swivel head 73 is together with the medial surface Matching installation of sleeve pipe.
Between the template of each wall, in load-bearing floor, and be perfused with the Supporting Media of fire prevention, fire-retardant, lightweight in square steel inner chamber, for improving intensity.Such as adopt foam cement, or concreting, adopt waste old and cement admixture.
Each cell cube has multiple Constracture unit by welding or being formed by fixedly connecting, and each Constracture unit of cell cube can batch can produce in factory.According to the needs of house type and house character, by carry out each Constracture unit assembling form different pattern layout structure as cell cube, assembling flexible form, can realize variation combination, for Size Dwelling Design personnel provide larger performance space.Only need assembled relation figure between providing unit body during Assembling, make construction become simple and fast.
Claims (7)
1. a Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly, combined by multiple cell cube, each cell cube comprises exterior wall, interior wall, end face and bottom surface, or door, or window, or stair, it is characterized in that: in each wall of each cell cube includes, outer two-layer parallel templates, the inner side at four edges of two-layer parallel templates is linked together by thin-walled square steel pipe, orthogonally be set side by side with bolt-type locking mechanism between the walls, described bolt-type locking mechanism comprises screw rod and cutting ferrule, described screw rod to be fixed in square steel pipe and the part that leaks outside is provided with neck and gear platform, described cutting ferrule is sleeved in the square steel pipe of adjacent wall, cutting ferrule comprises a swivel head and an arc-shaped slot, width between the spiral gear rib of described arc-shaped slot both sides is greater than the width of described neck and is less than the width of described gear platform, arc-shaped slot inlet radius is greater than arc-shaped slot bottom radius, the load-bearing floor of each cell cube respectively comprises two-layer horizontal thin-walled steel plate or template, and the inner side at four edges of two-layer horizontal thin-walled steel plate or template is linked together by thin-walled square steel pipe, between the template of each wall, be perfused with in load-bearing floor fire prevention, fire-retardant, lightweight Supporting Media to improve intensity.
2. Combined thin-walled steel ribbed stiffener unit according to claim 1 assembling integrated house assembly, is characterized in that: to leak water electric line along template in the wall of each cell cube, contiguous location body is interconnected by plug or joint.
3. Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly according to claim 1, it is characterized in that: the both sides of described wall are provided with panel, template-setup in the outer part has insulation layer, and wall template-setup in the inner part has decorative layer.
4. Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly according to claim 1, is characterized in that: between described swivel head and sleeve pipe, be provided with retaining mechanism.
5. Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly according to claim 4, it is characterized in that: described retaining mechanism is provided with locking hole bottom six prisms in swivel head, and Matching installation has locking pin in locking hole, the end of described locking pin is pressed on neck or the gear platform side of described screw rod; Also steam vent is provided with in the middle part of the swivel head of cutting ferrule.
6. Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly according to claim 5, is characterized in that: described retaining mechanism is provided with combination pin-and-hole between swivel head lateral wall and sleeve pipe inside wall, in combination pin-and-hole, is provided with locking pin; Being positioned at internal surface of sleeve pipe is multiple continuous print minor arcs, and being positioned at swivel head lateral wall is major arc, and described minor arc and major arc form described combination pin-and-hole.
7. the Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly according to claim 5 or 6, is characterized in that: described locking pin is self-tapping screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310559175.1A CN103590623B (en) | 2013-11-12 | 2013-11-12 | Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310559175.1A CN103590623B (en) | 2013-11-12 | 2013-11-12 | Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103590623A CN103590623A (en) | 2014-02-19 |
| CN103590623B true CN103590623B (en) | 2016-03-09 |
Family
ID=50080923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310559175.1A Expired - Fee Related CN103590623B (en) | 2013-11-12 | 2013-11-12 | Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103590623B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1460757A (en) * | 2003-06-16 | 2003-12-10 | 朱恒杰 | Composite light plate guickly-assembled building system |
| WO2004081310A2 (en) * | 2003-03-12 | 2004-09-23 | Ladico Dan R | The structure and the envelope of a prefabricated panel building and the method of assembly |
| CN1664259A (en) * | 2005-03-19 | 2005-09-07 | 龚卓夫 | Movable dwellings |
| CN101979798A (en) * | 2010-01-28 | 2011-02-23 | 汪超 | Novel ecological building structure system suitable for building industrialization |
| CN102061803A (en) * | 2010-11-26 | 2011-05-18 | 清华大学建筑设计研究院 | Shear wall structure building based on cross-hole prefabricated reinforced concrete template and construction method thereof |
| CN201972268U (en) * | 2010-12-10 | 2011-09-14 | 清华大学 | Combined shear wall of steel pipe concrete columns and double steel plates |
| WO2012149829A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam column connector, forming method therefor, building frame structure, and installation method |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN103206018A (en) * | 2013-04-24 | 2013-07-17 | 河南天丰节能板材科技股份有限公司 | Connecting structure of wallboard and floor, ground ring beam and modular integrated house |
| CN203594240U (en) * | 2013-11-12 | 2014-05-14 | 河南奥斯派克科技有限公司 | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly |
-
2013
- 2013-11-12 CN CN201310559175.1A patent/CN103590623B/en not_active Expired - Fee Related
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004081310A2 (en) * | 2003-03-12 | 2004-09-23 | Ladico Dan R | The structure and the envelope of a prefabricated panel building and the method of assembly |
| CN1460757A (en) * | 2003-06-16 | 2003-12-10 | 朱恒杰 | Composite light plate guickly-assembled building system |
| CN1664259A (en) * | 2005-03-19 | 2005-09-07 | 龚卓夫 | Movable dwellings |
| CN101979798A (en) * | 2010-01-28 | 2011-02-23 | 汪超 | Novel ecological building structure system suitable for building industrialization |
| CN102061803A (en) * | 2010-11-26 | 2011-05-18 | 清华大学建筑设计研究院 | Shear wall structure building based on cross-hole prefabricated reinforced concrete template and construction method thereof |
| CN201972268U (en) * | 2010-12-10 | 2011-09-14 | 清华大学 | Combined shear wall of steel pipe concrete columns and double steel plates |
| WO2012149829A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam column connector, forming method therefor, building frame structure, and installation method |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN103206018A (en) * | 2013-04-24 | 2013-07-17 | 河南天丰节能板材科技股份有限公司 | Connecting structure of wallboard and floor, ground ring beam and modular integrated house |
| CN203594240U (en) * | 2013-11-12 | 2014-05-14 | 河南奥斯派克科技有限公司 | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103590623A (en) | 2014-02-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203594240U (en) | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly | |
| CN101761140B (en) | Dovetail mortise-tenon connection method between assembly parts in building project | |
| CN111305463A (en) | T-shaped column structure and house | |
| CN103397695A (en) | Concrete filled steel tube combination column high position connected structure provided with bidirectional steel trusses | |
| JP2012255298A (en) | H-shaped steel member | |
| CN2931627Y (en) | Frame and wall plate combined building | |
| CN110397187A (en) | Assembled architecture and construction method | |
| CN103590623B (en) | Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly | |
| CN211007146U (en) | Prefabricated external wall panel and connecting joint | |
| CN201106234Y (en) | Heat preserving wall composed of cement foam concrete hollow wall board | |
| CN211007147U (en) | Fabricated building | |
| CN209924192U (en) | Assembled modularization light partition wall house structure | |
| CN110397186A (en) | Prefabricated outer wall panel and connecting node | |
| CN103590498B (en) | Steel Thin-Wall structure house corner syndeton and method of attachment | |
| CN110397218A (en) | The building enclosure of assembled architecture and the steel pipe column used and steel pipe column processing technology | |
| CN203034615U (en) | Novel outer sleeve tube type connecting node of cold-bending rectangular steel tube column and H-shaped steel girder | |
| CN205875465U (en) | Wallboard structure that plumbing and electric wire tube of having integrateed said | |
| CN204804059U (en) | Connection structure of steel construction house node | |
| CN211007316U (en) | Enclosure structure of fabricated building and steel pipe column used by same | |
| CN109322411B (en) | Construction method for connecting multi-layer light steel structure building floor slab and wall surface node | |
| CN211007309U (en) | Hot-rolled seamless steel pipe beam and connecting joint | |
| CN203462575U (en) | Concrete-filled steel tube combination column high-conjoined structure provided with two-way steel trusses | |
| CN203452268U (en) | Box-type combined concrete column | |
| CN203603458U (en) | Formwork installation structure of high-rise building expansion joint | |
| CN203594107U (en) | Thin-walled steel structural house corner connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160309 Termination date: 20191112 |