CN203594240U - Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly - Google Patents
Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly Download PDFInfo
- Publication number
- CN203594240U CN203594240U CN201320710676.0U CN201320710676U CN203594240U CN 203594240 U CN203594240 U CN 203594240U CN 201320710676 U CN201320710676 U CN 201320710676U CN 203594240 U CN203594240 U CN 203594240U
- Authority
- CN
- China
- Prior art keywords
- wall
- thin
- assembly
- combined thin
- walled steel
- 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.)
- Withdrawn - After Issue
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly formed by combining a plurality of unit bodies. Each unit body comprises an outer wall, an inner wall, a top surface and a bottom surface, or a door or a window, wherein each wall comprises an inner-layer template and an outer-layer template which are parallel to each other, the inner sides of four edges of the two layers of parallel templates are connected together through thin-wall square steel tubes, and bolt type locking mechanisms are arranged among walls perpendicular to each other. By means of the combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly, houses can be built quickly. The combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly is manufactured in factories and assembled quickly on sites, and is fast in assembly and good in quality. By means of the structure combining reinforcement ribs and reinforcement bars, strength of the walls and columns is improved. The combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly is simple in structure and reasonable in design, the construction environment of construction sites can be improved, pollution degree can be reduced greatly, workload of construction sites can be reduced greatly, cost can be reduced, and popularization and application are facilitated.
Description
technical field:
The utility model relates to the technical field of application Steel Thin-Wall building, is specifically related to a kind of Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly.
background technology:
The mixed reinforced concrete building of existing brick all exists 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 pertinent literature is recorded at present, adopt the manufacture of all steel reinforced concrete, utilize Mould Machining to become a piece beam wall integral type 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 transportation difficulty.Prefabricated reinforced concrete house unit body is take house as least unit is built, and simplifies difficulty large, need precast different model building structure according to different building types, is unfavorable for factory's mass production.In construction hoisting process, easily produce collision and damage concrete unit body structure or produce dangerous.Between reinforced concrete unit body, docking combination mostly is welding, and pad affects efficiency of construction too much, increases construction cost, and solder joint is difficult to reach the intensity of needs very little time, makes butt joint position become the weak link of structure.When reinforced concrete unit body docking, accurate locating hole need to be set, when practice of construction, be difficult to realize high accuracy docking, can affect the overall performance of prefabrication and assembly construction building.
utility model content:
The utility model object is that the amount of labour used is large, the construction period is long for existing in the mixed reinforced concrete building of existing brick field, the problems such as, potential safety hazard large to ambient influnence is many, and the various drawbacks that exist for existing prefabricated assembling type reinforced concrete unit body, provide 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 shorten construction period, reducing the construction costs.
Technical scheme: a kind of Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly is to be combined by multiple cell cubes, and 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 links together by thin-walled square steel pipe, orthogonal between the walls is set side by side with bolt-type locking mechanism, described bolt-type locking mechanism comprises screw rod and cutting ferrule, described screw rod is fixed in square steel pipe and in the part that leaks outside and 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, between inside and outside two templates of cell cube, 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 links together by thin-walled square steel pipe, between the template of each wall, in load-bearing floor, be perfused with the Supporting Media of fire prevention, fire-retardant, lightweight 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, interior six prism grooves are set on described swivel head, be provided with locking hole, and Matching installation have locking pin in locking hole at interior six prism bottom portion of groove, the end of described locking pin is pressed on neck or the gear platform side of described screw rod.
In the wall of each cell cube, along the template electric line of leaking water, contiguous location body interconnects 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.
In described gathering sill, be provided with anti-slip veins, the root of gathering sill is provided with locating slot.Between described swivel head and sleeve pipe, be provided with retaining mechanism.A kind of implementation of described retaining mechanism is to be provided with locking hole in the interior six prism bottoms of 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.The swivel head middle part of cutting ferrule is also provided with steam vent.The another kind of implementation of described retaining mechanism is to be provided with combination pin-and-hole between swivel head lateral wall and sleeve pipe inside wall, in combination pin-and-hole, locking pin is installed.Being positioned at internal surface of sleeve pipe is multiple continuous 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.
The beneficial effects of the utility model: 1, the utility model provides a kind of container-type house assembly that utilizes thin-walled steel plate to coordinate ribbed stiffener combination, when site operation take cell cube as base unit, only need each cell cube assembling, and build foaming concrete 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 cell cube structure of composition house can be simplified to the building materials parts such as thin-walled steel plate, triangle ribbed stiffener and reinforcing bar, each parts can be manufactured in enormous quantities in factory, each parts can be assembled or welded in workshop forming unit body for different buildings type and performance.
3, adopt the structure of ribbed stiffener and reinforcing bar combination, then pour into foaming concrete, improved the intensity of each wall, end face, bottom surface and cylinder.
4, implementation of the present utility model is simpler, reasonable in design, and result of use is good.Compared with the situation of existing building construction site, can obviously improve construction environment, significantly degree reduces building site degree of contamination, reduces in a large number workload and constructor's quantity of site operation, thereby significantly reduces costs, and is beneficial to very much promotion and implementation.
accompanying drawing explanation:
Fig. 1 is the schematic diagram that bolt-type locking mechanism of the present utility model is applied to angle position;
Fig. 2 is wall cross-sectional view;
Fig. 3 is the local structure for amplifying schematic diagram 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 utility model;
Fig. 7 is the another kind of schematic diagram of house assembly of the present utility model.
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.
the specific embodiment:
Combined thin-walled steel ribbed stiffener unit as described in Fig. 6 and Fig. 7 assembling integrated house assembly, every layer is combined by multiple cell cubes, and each cell cube is as parlor 21, washroom 22, bedroom 16, balcony 24, dining room 18, kitchen 19 and balcony 17 etc.Between levels cell cube, stair are set, 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 be at parallel templates 1 arranged outside panel or plaque 23.The inner side at four edges of two-layer parallel templates 1 links 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.Referring to Fig. 5, load-bearing floor 12 respectively comprises that two-layer horizontal thin-walled steel plate is as template, the inner side at four edges of two-layer horizontal thin-walled steel plate links together by thin-walled square steel pipe 2, between two-layer horizontal thin-walled steel plate, be connected by alternatively distributed triangle ribbed stiffener, after two drift angle bendings of triangle ribbed stiffener, be fixed in the horizontal thin-walled steel plate of first floor or template, after the 3rd summit bending, be flexibly connected or be fixedly connected with the adjacent horizontal thin-walled steel plate of the second layer or template, fixed connection structure is referring to Fig. 4 or Fig. 7.
Ginseng Fig. 1, Fig. 4 or Fig. 5, orthogonal between the walls is provided with bolt-type locking mechanism, and described bolt-type locking mechanism comprises screw rod 6 and cutting ferrule 7, and described screw rod 6 is fixed in square steel pipe 2 and in the part that leaks outside and 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 arc interior gear rib 71 and arc keeps 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.Interior six prism grooves 74 are set on described swivel head 73, be provided with locking hole, and Matching installation have self-tapping screw 75 in locking hole in interior six prism groove 74 bottoms, the end of described self-tapping screw 75 is pressed on neck or the gear platform side of described screw rod.Together with the medial surface Matching installation of the lateral surface of described swivel head 73 and sleeve pipe.
Between the template of each wall, in load-bearing floor, and in square steel inner chamber, be perfused with the Supporting Media of fire prevention, fire-retardant, lightweight, for improving intensity.For example adopt foam cement, or concreting, waste old and cement admixture adopted.
Each cell cube has multiple Constracture units by welding or being formed by fixedly connecting, and each Constracture unit of cell cube can produce on batch in factory.According to the needs of house type and house character, by each Constracture unit being assembled to the layout structure that forms different patterns as cell cube, assembling flexible form, can realize variation combination, for Size Dwelling Design personnel provide larger performance space.When Assembling, only needing provides assembled relation figure between cell cube, makes construction become simple and fast.
Claims (8)
1. a Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly, to be combined by multiple cell cubes, 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 links together by thin-walled square steel pipe, orthogonal between the walls is set side by side with bolt-type locking mechanism, described bolt-type locking mechanism comprises screw rod and cutting ferrule, described screw rod is fixed in square steel pipe and in the part that leaks outside and 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, between inside and outside two templates of cell cube, 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 links together by thin-walled square steel pipe, between the template of each wall, in load-bearing floor, be perfused with the Supporting Media of fire prevention, fire-retardant, lightweight to improve intensity.
2. Combined thin-walled steel ribbed stiffener according to claim 1 unit assembling integrated house assembly, is characterized in that: in the wall of each cell cube, along the template electric line of leaking water, contiguous location body interconnects by plug or joint.
3. Combined thin-walled steel ribbed stiffener according to claim 1 unit assembling integrated house assembly, is characterized in that: 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.
4. Combined thin-walled steel ribbed stiffener according to claim 1 unit assembling integrated house assembly, is characterized in that: in described gathering sill, be provided with anti-slip veins, the root of gathering sill is provided with locating slot.
5. Combined thin-walled steel ribbed stiffener according to claim 1 unit assembling integrated house assembly, is characterized in that: between described swivel head and sleeve pipe, be provided with retaining mechanism.
6. Combined thin-walled steel ribbed stiffener according to claim 6 unit assembling integrated house assembly, it is characterized in that: described retaining mechanism is to be provided with locking hole in the interior six prism bottoms of 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; The swivel head middle part of cutting ferrule is also provided with steam vent.
7. Combined thin-walled steel ribbed stiffener according to claim 6 unit assembling integrated house assembly, is characterized in that: described retaining mechanism is to be provided with combination pin-and-hole between swivel head lateral wall and sleeve pipe inside wall, in combination pin-and-hole, locking pin is installed; Being positioned at internal surface of sleeve pipe is multiple continuous 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.
8. according to the Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly described in claim 6 or 7, it is characterized in that: described locking pin is self-tapping screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320710676.0U CN203594240U (en) | 2013-11-12 | 2013-11-12 | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320710676.0U CN203594240U (en) | 2013-11-12 | 2013-11-12 | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203594240U true CN203594240U (en) | 2014-05-14 |
Family
ID=50675135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320710676.0U Withdrawn - After Issue CN203594240U (en) | 2013-11-12 | 2013-11-12 | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203594240U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590623A (en) * | 2013-11-12 | 2014-02-19 | 河南奥斯派克科技有限公司 | Assembled-type integrated residence assembly assembled by thin-wall steel and bar rib units |
| CN111088858A (en) * | 2018-10-23 | 2020-05-01 | 山东大学 | Prefabricated gable of circulated use and connection structure thereof |
| CN111287316A (en) * | 2020-05-13 | 2020-06-16 | 中国船舶重工集团国际工程有限公司 | Assembled box plate steel structure multi-story high-rise structure system and construction method |
| CN115075425A (en) * | 2022-07-21 | 2022-09-20 | 中国船舶重工集团国际工程有限公司 | Stud welding and box plate combined assembly type steel structure building unit and construction method |
-
2013
- 2013-11-12 CN CN201320710676.0U patent/CN203594240U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590623A (en) * | 2013-11-12 | 2014-02-19 | 河南奥斯派克科技有限公司 | Assembled-type integrated residence assembly assembled by thin-wall steel and bar rib units |
| CN103590623B (en) * | 2013-11-12 | 2016-03-09 | 河南奥斯派克科技有限公司 | Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly |
| CN111088858A (en) * | 2018-10-23 | 2020-05-01 | 山东大学 | Prefabricated gable of circulated use and connection structure thereof |
| CN111287316A (en) * | 2020-05-13 | 2020-06-16 | 中国船舶重工集团国际工程有限公司 | Assembled box plate steel structure multi-story high-rise structure system and construction method |
| CN115075425A (en) * | 2022-07-21 | 2022-09-20 | 中国船舶重工集团国际工程有限公司 | Stud welding and box plate combined assembly type steel structure building unit and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203594240U (en) | Combined thin-wall steel reinforcement rib unit assembled and integrated residence assembly | |
| CN105863110A (en) | Modular assembling type cold-bent thin-wall type steel wall board structural system | |
| CN107740530B (en) | High-temperature autoclaved lightweight aerated concrete integral external wall panel and construction method thereof | |
| JP2012255298A (en) | H-shaped steel member | |
| CN108643396A (en) | Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node | |
| CN107217758B (en) | Fully-prefabricated load-bearing light steel assembly type composite wallboard and manufacturing method thereof | |
| CN102639794A (en) | Architectonic spacer building system | |
| CN216948729U (en) | High-rise assembled type section steel recycled concrete frame-RC core barrel combined structure | |
| CN103912080B (en) | Be applicable to the interior reinforcement Steel Thin-Wall composite wall of rapid-assembling | |
| CN110397187A (en) | Assembled architecture and construction method | |
| CN211007146U (en) | Prefabricated external wall panel and connecting joint | |
| CN211007147U (en) | Fabricated building | |
| CN209924192U (en) | Assembled modularization light partition wall house structure | |
| FI69674C (en) | SEAT ATT RESA EN BYGGNAD SAMT ANORDNING FOER UTFOERANDE AV SATTET | |
| CN103590623B (en) | Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly | |
| CN105908855A (en) | Modularized assembling-type cross-shaped cold-bending thin-wall profile steel combined wall and connection method thereof | |
| CN114197631B (en) | High-rise assembled type steel recycled concrete frame-core tube structure building system | |
| CN203034615U (en) | Novel outer sleeve tube type connecting node of cold-bending rectangular steel tube column and H-shaped steel girder | |
| CN206174124U (en) | Articulated steel frame door shape bearing structure of short house of assembled dysmorphism post | |
| CN211007316U (en) | Enclosure structure of fabricated building and steel pipe column used by same | |
| CN211007309U (en) | Hot-rolled seamless steel pipe beam and connecting joint | |
| CN109322411B (en) | Construction method for connecting multi-layer light steel structure building floor slab and wall surface node | |
| CN103590498A (en) | Thin-wall steel structure house corner connecting structure and connection method | |
| CN114278004A (en) | Low-layer assembled profiled steel sheet light-concrete composite wallboard, connecting structure and construction method | |
| CN203594107U (en) | Thin-walled steel structural house corner connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140514 Termination date: 20141112 |
|
| EXPY | Termination of patent right or utility model | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140514 Effective date of abandoning: 20160309 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |