CN103015714B - Method for quickly building house - Google Patents
Method for quickly building house Download PDFInfo
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- CN103015714B CN103015714B CN201210409022.4A CN201210409022A CN103015714B CN 103015714 B CN103015714 B CN 103015714B CN 201210409022 A CN201210409022 A CN 201210409022A CN 103015714 B CN103015714 B CN 103015714B
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Abstract
The invention discloses a method for quickly building a house. The method comprises the following steps of: laying a foundation according to a design requirement, welding a ground ring beam (4), and welding structure column reinforcing steel bars (5) at structure columns of the ground ring beam (4); and quickly assembling prefabricated structure columns, prefabricated wallboards and prefabricated transverse beams to form the house. Components such as vertical columns, transverse beams and wallboards are produced by standard modularization and industrialization, the house can be built at the construction site by quick assembly at speed higher than common house building speed, production efficiency is improved, and construction cost is reduced. Parts of raw materials for producing construction components belong to the three wastes. The method is in accordance with a national development idea of circular economy.
Description
Technical field
The present invention relates to a kind of method of fast house building, belong to construction engineering technical field.
Background technology
At present, build residenter house time, be all first by designing requirement bury underground collar tie beam, then build structural column, the mode that structural column adopts scene concrete and reinforcing bar is built or pile up with brick, whole wall is also build up with fragment of brick to form, and also needs on body of wall, be coated with last layer cement river sand layer after having piled up, otherwise body of wall out-of-flatness, then crossbeam is also that the mode adopting scene concrete and reinforcing bar to build completes, housing construction progress is slow, time-consumingly takes a lot of work, and building costs is high.
Secondly, dragon's pool township of strata in Shizhu, Chongqing county is one of important producing region of Pb-Zn deposits, be dispersed with the Pb-Zn deposits of a large amount of high-qualitys, for a long time due to the reason such as fund and mismanagement, in the process of exploitation Pb-Zn deposits, only live again to produce and ignore pollution control and produce a large amount of Pb-Zn tailings in a lot of mining area, and the main component of Pb-Zn tailings is close with the composition of river sand.Pb-Zn tailings causes serious impact to the soil and environment around mining area.Heavy metals mining area result in the serious heavy metal pollution of soil and river by release and migration under earth's surface biological geochemistry process, and these contaminated water enter crops by irrigation method, and enter human body by food chain, people and animals' existence, health and living environment near mining area are constituted a serious threat.
Summary of the invention
In order to solve the problems of the technologies described above, the invention provides the method for the fast house building that a kind of efficiency of construction is high, construction cost is low.
To achieve these goals, technical scheme of the present invention is as follows: a kind of method of fast house building, is characterized in that: carry out in accordance with the following steps:
A () accomplish fluently ground according to designing requirement, weld collar tie beam (4), in ground collar tie beam (4), structural column is set, reinforcing bars of structural columns (5) has been welded at structural column place, four root architecture post reinforcing bars (5) are welded at each structural column place, and the height of described reinforcing bars of structural columns (5) is higher than the height of every layer of given structure post;
B precast construction post (1), precast wall panel (A), prefabricated inner wall panel (B) and prefabricated crossbeam (3) are built in () scene;
Described precast construction post (1) comprises the structural column body by reinforcing bar and concreting, four angles of described structural column body are distributed with reinforcing bar via hole (1a) along its short transverse, at least two adjacent side of described structural column body are provided with draw-in groove (1b) along its short transverse;
Described precast wall panel (A) is identical with the structure of prefabricated inner wall panel (B), include by the wallboard body of concreting (2), a plate face of described wallboard body (2) is provided with cross bath (2a), the length of the transverse groove of this cross bath (2a) is identical with the length of wallboard body (2), the length of its vertical slot is identical with the height of wallboard body (2), in the transverse groove of described cross bath (2) and vertical slot, stiffener (2b) is all housed;
Described prefabricated crossbeam (3) comprises the cross-beam body of concreting, the two ends of described cross-beam body are equipped with the Access Division (3a) coordinated with the draw-in groove of precast construction post (1) (1b), four reinforcing bars (3b) are provided with along its length in cross-beam body, wherein two reinforcing bars (3b) be arranged in parallel at grade, and all leave steel bar end at the two ends of cross-beam body, this plane is near the bottom surface of cross-beam body, other two reinforcing bars (3b) are set in parallel in another plane of cross-beam body upper surface, and all leave steel bar end at the two ends of cross-beam body,
(c), mounting structure post: height precast construction post (1) being winched to reinforcing bars of structural columns (5), four root architecture post reinforcing bars (5) are allowed to be each passed through four reinforcing bar via holes (1a) of precast construction post (1), several precast construction post (1) is overlapping to desired height, then structural column is obtained to concreting in reinforcing bars of structural columns via hole (1a), the draw-in groove (1b) of this several precast construction post (1) is connected, the caulking groove that formation one is long on the same face of structural column.
D () installs body of wall: between every two structural columns, fill precast wall panel (A) and prefabricated inner wall panel (B), the length of described precast wall panel (A) and prefabricated inner wall panel (B) is equal with the width between two structural columns, one piece of precast wall panel (A) and one piece of prefabricated inner wall panel (B) be arranged in parallel formation wallboard group, and have gap between them, these two pieces of prefabricated panel (A, B) be with the plate face of cross bath (2a) adjacent, array wallboard group is superimposed to desired height, the two ends often organizing wallboard group are stuck in the caulking groove of the structural column at its two ends, and often organize two pieces of prefabricated panel (A of wallboard group, B) the plate face not arranging cross bath (2a) is close to the cell wall of draw-in groove (1b) respectively, then in the gap between precast wall panel (A) and prefabricated inner wall panel (B), poured in place concrete forms body of wall,
E () installs crossbeam: between every two structural columns, install prefabricated crossbeam (3), the Access Division (3a) at described prefabricated crossbeam (3) two ends is connected to the top of the caulking groove of two structural columns respectively, the soffit of described prefabricated crossbeam (3) contacts with the upper surface of body of wall, two reinforcing bars (3b) being positioned at prefabricated crossbeam (3) bottom contact with the upper surface of structural column, and the steel bar end of these two reinforcing bars (3b) is welded on the reinforcing bars of structural columns (5) that stretches out outside structural column respectively, the steel bar end being positioned at two reinforcing bars (3b) on prefabricated crossbeam (3) top is also welded in the section of stretching out of reinforcing bars of structural columns (5), steel bar end and the reinforcing bars of structural columns (5) of the reinforcing bar (3b) of described prefabricated crossbeam (3) form a rectangle frame, concreting in this rectangle frame,
F () last hoisting prefabricated floor, namely completes the construction in house.
Adopt technique scheme, structural column, crossbeam, wallboard are all adopted prefabricated component, adopt standard modular, factorial praluction, reduce manufacturing cost, when building house, combining according to reserved draw-in groove and Access Division etc. and wallboard and crossbeam are installed, easy for installation, time saving and energy saving.
In technique scheme: the draw-in groove (1b) of described precast construction post is swallow-tail form, the Access Division (3a) of described prefabricated crossbeam (3) is the swallow-tail form of mating with draw-in groove (1b).
As preferably: the distance of the bottom surface of two reinforcing bars (3b) distance cross-beam bodies near cross-beam body bottom surface is 5-10 centimetre.
As preferably: the distance of the upper surface of two reinforcing bars (3b) distance cross-beam bodies of the described upper surface near cross-beam body is 5-10 centimetre.
As preferably: described stiffener (2b) is fixed in cross bath (2a) by expansion bolt.
As preferably: the bottom of described reinforcing bars of structural columns (5) is provided with a wooden rectangle frame (6), the height of this wooden rectangle frame (6) is 30 centimeters, and the size of this wooden rectangle frame (6) and the measure-alike of precast construction post, the soffit of lowermost precast construction post contacts with the upper surface of wooden rectangle frame (6), while concreting in reinforcing bars of structural columns via hole (1a) by concreting in wooden rectangle frame (6).
As preferably; The concrete raw material producing the precast construction post (1) of every cubic metre or precast floor slab (8) or prefabricated crossbeam (3) used are: water 205kg, cement 436 kg, Pb-Zn tailings 616 kg, stone 1143 kg.Produce the precast wall panel (A) of every cubic metre or prefabricated inner wall panel (B) concrete raw material used are: water 100 kg, cement 500 kg, river sand 200 kg, cement blowing agent 5kg.Replace river sand to make concrete with Pb-Zn tailings, can cost be saved on the one hand, on the other hand, consume Pb-Zn tailings in a large number, reduce the pollution to environment.Secondly wallboard adopts the Light trabs of cement blowing agent foaming, lightweight, heat insulation, sound insulation, insulation, antidetonation.
Beneficial effect: the components such as column of the present invention, crossbeam, wallboard are standard modular, factorial praluction, can build a house by rapid-assembling at the construction field (site), build a house soon than routine, enhance productivity, reducing the construction costs.Wallboard of the present invention has the features such as lightweight, heat insulation, sound insulation, insulation, antidetonation.The part material that building unit is produced belongs to " three wastes " and utilizes, and meets the thinking of development of national recycling economy.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of a kind of precast construction post of the present invention;
Fig. 3 is the top view of the another kind of precast construction post of the present invention;
Fig. 4 is the structural representation of prefabricated panel of the present invention;
Fig. 5 is the structural representation of prefabricated crossbeam of the present invention;
Fig. 6 is the top view of Fig. 5;
Fig. 7 is the scheme of installation of precast construction post of the present invention and reinforcing bars of structural columns;
Fig. 8 is the structural representation of wallboard group of the present invention;
Fig. 9 is the scheme of installation of prefabricated panel of the present invention and structural column;
Figure 10 is the scheme of installation of prefabricated crossbeam of the present invention and structural column.
In figure, the meaning of each label representative is: 1 precast construction post, 1a reinforcing bar via hole, 1b draw-in groove, 2 wallboard body, 2a cross bath, 2b stiffener, A precast wall panel, the prefabricated inner wall panel of B, 3 prefabricated crossbeams, 3a Access Division, 3b reinforcing bar, 4 ground collar tie beams, 5 reinforcing bars of structural columns, 6 wooden rectangle frames, 7 precast floor slabs.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described:
Structural column of the present invention, floor, crossbeam, wallboard etc. all adopt prefabricated component.
Described precast construction post 1 is made up of the structural column body of cuboid, reinforcing bar via hole 1a and draw-in groove 1b, and described structural column body is formed by reinforcing bar and concreting, and described reinforcing bar is positioned at concrete structure.This is prior art, do not repeat at this, four angles of described structural column body are respectively provided with a reinforcing bar via hole 1a along the short transverse of structural column body, the side that at least two of described structural column body are adjacent is provided with the swallow-tail form draw-in groove 1b along its short transverse, when all needing to build body of wall on four faces of structural column, swallow-tail form draw-in groove 1b should be all established on four of a precast construction post side, when structural column only has two faces to need to build body of wall time, just only need to be located at swallow-tail form draw-in groove 1b on the adjacent two sides of structural column.
Described precast wall panel A is identical with the structure of prefabricated inner wall panel B, form by by wallboard body 2, cross bath 2a and stiffener 2b, described wallboard body 2 is formed by concreting, and the concrete raw material producing the precast wall panel A of every cubic metre or prefabricated inner wall panel B used are: water 100 kg, cement 500 kg, river sand 200 kg, cement blowing agent 5kg.
A plate face of described wallboard body 2 is provided with cross bath 2a, the length of the transverse groove of this cross bath 2a is identical with the length of wallboard body 2, the length of its vertical slot is identical with the height of wallboard body 2, in the transverse groove of described cross bath 2a and vertical slot, horizontal and vertical stiffener 2b is housed respectively, described stiffener 2b is fixed in cross bath 2a by expansion bolt.The diameter of described stiffener 2b is 5-6mm.
Described prefabricated crossbeam 3 forms by by the cross-beam body of concreting, an Access Division 3a and four reinforcing bar 3b.The two ends of described cross-beam body are equipped with swallow-tail form Access Division 3a, this swallow-tail form Access Division 3a mates with swallow-tail form draw-in groove 1b reserved on precast construction post, four reinforcing bar 3b are provided with along its length in cross-beam body 1, wherein two reinforcing bar 3b be arranged in parallel at grade, and all leave steel bar end at the two ends of cross-beam body, this plane is near the bottom surface of cross-beam body, be 5-10 centimetre with the distance of crossbeam bottom surface, the wherein position be positioned near cross-beam body front side wall of these two reinforcing bar 3b, another root is near the rear wall of cross-beam body, other two reinforcing bar 3b are set in parallel in another plane of cross-beam body upper surface, and all leave steel bar end at the two ends of cross-beam body, , the distance of this plane and cross-beam body upper surface is 5-10 centimetre, equally, the wherein front side wall near cross-beam body of these two reinforcing bar 3b, an other rear wall near cross-beam body.And equal with the distance between front side wall near two reinforcing bar 3b of front side wall, two reinforcing bar 3b near rear wall are equal with the distance of rear wall.
The raw material producing the precast construction post 1 of every cubic metre or precast floor slab 7 or prefabricated crossbeam 3 or doorframe lintel used are: water 205kg, cement 436 kg, Pb-Zn tailings 616 kg, stone 1143 kg.
When building a house:
First accomplish fluently ground according to designing requirement, weld collar tie beam 4, in ground collar tie beam 4, structural column is set, reinforcing bars of structural columns 5 has been welded at the structural column place of ground collar tie beam 4, four root architecture post reinforcing bars 5 are welded at each structural column place, the height of described reinforcing bars of structural columns 5 is higher than the height about 30 centimeters of every layer of given structure post, such one side is to install crossbeam, is the reinforcing bars of structural columns 5 conveniently welding last layer on the other hand.
Then precast construction post 1, precast wall panel A, prefabricated inner wall panel B and prefabricated crossbeam 3 is transported to building site.Precast construction post 1, precast wall panel A, prefabricated inner wall panel B and prefabricated crossbeam 3 are built in scene.
A wooden rectangle frame 6 is provided with in the bottom of described reinforcing bars of structural columns 5, the height of this wooden rectangle frame 6 is 30 centimeters, and the size of this wooden rectangle frame 6 and the measure-alike of precast construction post 1, precast construction post 1 is winched to the height of reinforcing bars of structural columns 5, four root architecture post reinforcing bars 5 are allowed to be each passed through four reinforcing bar via hole 1a of precast construction post 1, the overlapping height to every layer of building desired structure post of several precast construction post 1, the soffit of lowermost precast construction post 1 contacts with the upper surface of wooden rectangle frame 6, then to concreting in reinforcing bars of structural columns via hole 1a, simultaneously by concreting in wooden rectangle frame 6, make structural column as a whole with ground collar tie beam 4 one-tenth.It is noted that the draw-in groove 1b of this several precast construction post 1 should be connected when precast construction post 1 is installed, the caulking groove that formation one is long on the same face of structural column.
Precast wall panel A and prefabricated inner wall panel B is filled between every two structural columns, the length of described precast wall panel A and prefabricated inner wall panel B is equal with the width between two structural columns, one piece of precast wall panel A and a piece of prefabricated inner wall panel B be arranged in parallel formation wallboard group, and have gap between them, these two pieces of prefabricated panel A, B is with the plate face of cross bath 2a adjacent, array wallboard group be superimposed to every layer needed for the height of body of wall, the two ends often organizing wallboard group are stuck in the caulking groove of the structural column at its two ends, and often organize two pieces of prefabricated panel A of wallboard group, the plate face that B does not arrange cross bath 2a is close to the cell wall of draw-in groove 1b respectively, wherein precast wall panel A is positioned at the outside in house, prefabricated inner wall panel B is positioned at the inner side in house, in order to avoid precast wall panel A and prefabricated inner wall panel B tilts when mounted, a strut 2c can be increased between which.Then in the gap between precast wall panel A and prefabricated inner wall panel B, poured in place concrete forms body of wall; Now note reserved frame hole on body of wall, above doorframe, fill lintel simultaneously.
Between every two structural columns, prefabricated crossbeam 3 is installed, the Access Division 3a at described prefabricated crossbeam 3 two ends is connected to the top of the caulking groove of two structural columns at phase two ends respectively, the described soffit of prefabricated crossbeam 3 contacts with the upper surface of body of wall, the two reinforcing bar 3b being positioned at prefabricated crossbeam 3 bottom contact with the upper surface of structural column, and the steel bar end of these two reinforcing bar 3b is welded on the reinforcing bars of structural columns 5 that stretches out outside structural column respectively, the steel bar end being positioned at two reinforcing bar 3b on prefabricated crossbeam 3 top is also welded in the section of stretching out of reinforcing bars of structural columns 5, the steel bar end of the reinforcing bar 3b of described prefabricated crossbeam 3 and reinforcing bars of structural columns 5 form a rectangle frame, concreting in this rectangle frame, last hoisting prefabricated floor, namely completes the construction in house.
As house layer need be increased again, welded construction post reinforcing bar 5 again can be welded on substructure post reinforcing bar 5, then according to same mounting means mounting structure post, wallboard, crossbeam, precast floor slab etc.
Claims (8)
1. a method for fast house building, is characterized in that: carry out in accordance with the following steps:
A () accomplish fluently ground according to designing requirement, weld collar tie beam (4), in ground collar tie beam (4), structural column is set, reinforcing bars of structural columns (5) has been welded at structural column place, four root architecture post reinforcing bars (5) are welded at each structural column place, and the height of described reinforcing bars of structural columns (5) is higher than the height of every layer of given structure post;
B precast construction post (1), precast wall panel (A), prefabricated inner wall panel (B) and prefabricated crossbeam (3) are built in () scene;
Described precast construction post (1) comprises the structural column body by reinforcing bar and concreting, four angles of described structural column body are distributed with reinforcing bar via hole (1a) along its short transverse, at least two adjacent side of described structural column body are provided with draw-in groove (1b) along its short transverse;
Described precast wall panel (A) is identical with the structure of prefabricated inner wall panel (B), include by the wallboard body of concreting (2), a plate face of described wallboard body (2) is provided with cross bath (2a), the length of the transverse groove of this cross bath (2a) is identical with the length of wallboard body (2), the length of its vertical slot is identical with the height of wallboard body (2), in the transverse groove of described cross bath (2a) and vertical slot, stiffener (2b) is all housed;
Described prefabricated crossbeam (3) comprises the cross-beam body of concreting, the two ends of described cross-beam body are equipped with the Access Division (3a) coordinated with the draw-in groove of precast construction post (1) (1b), four reinforcing bars (3b) are provided with along its length in cross-beam body, wherein two reinforcing bars (3b) be arranged in parallel at grade, and all leave steel bar end at the two ends of cross-beam body, this plane is near the bottom surface of cross-beam body, other two reinforcing bars (3b) are set in parallel in another plane of cross-beam body upper surface, and all leave steel bar end at the two ends of cross-beam body,
(c), mounting structure post: height precast construction post (1) being winched to reinforcing bars of structural columns (5), four root architecture post reinforcing bars (5) are allowed to be each passed through four reinforcing bar via holes (1a) of precast construction post (1), several precast construction post (1) is overlapping to desired height, then structural column is obtained to concreting in reinforcing bars of structural columns via hole (1a), the draw-in groove (1b) of this several precast construction post (1) is connected, the caulking groove that formation one is long on the same face of structural column;
D () installs body of wall: between every two structural columns, fill precast wall panel (A) and prefabricated inner wall panel (B), the length of described precast wall panel (A) and prefabricated inner wall panel (B) is equal with the width between two structural columns, one piece of precast wall panel (A) and one piece of prefabricated inner wall panel (B) be arranged in parallel formation wallboard group, and have gap between them, these two pieces of prefabricated panel (A, B) be with the plate face of cross bath (2a) adjacent, array wallboard group is superimposed to desired height, the two ends often organizing wallboard group are stuck in the caulking groove of the structural column at its two ends, and often organize two pieces of prefabricated panel (A of wallboard group, B) the plate face not arranging cross bath (2a) is close to the cell wall of draw-in groove (1b) respectively, then in the gap between precast wall panel (A) and prefabricated inner wall panel (B), poured in place concrete forms body of wall,
E () installs crossbeam: between every two structural columns, install prefabricated crossbeam (3), the Access Division (3a) at described prefabricated crossbeam (3) two ends is connected to the top of the caulking groove of two structural columns respectively, the soffit of described prefabricated crossbeam (3) contacts with the upper surface of body of wall, two reinforcing bars (3b) being positioned at prefabricated crossbeam (3) bottom contact with the upper surface of structural column, and the steel bar end of these two reinforcing bars (3b) is welded on the reinforcing bars of structural columns (5) that stretches out outside structural column respectively, the steel bar end being positioned at two reinforcing bars (3b) on prefabricated crossbeam (3) top is also welded in the section of stretching out of reinforcing bars of structural columns (5), steel bar end and the reinforcing bars of structural columns (5) of the reinforcing bar (3b) of described prefabricated crossbeam (3) form a rectangle frame, concreting in this rectangle frame,
F () last hoisting prefabricated floor, namely completes the construction in house.
2. the method for fast house building according to claim 1, it is characterized in that: the draw-in groove (1b) of described precast construction post (1) is swallow-tail form, the Access Division (3a) of described prefabricated crossbeam (3) is the swallow-tail form of mating with draw-in groove (1b).
3. the method for fast house building according to claim 1, is characterized in that: the distance of the bottom surface of two reinforcing bars (3b) distance cross-beam bodies near cross-beam body bottom surface is 5-10 centimetre.
4. the method for fast house building according to claim 1, is characterized in that: the distance of the upper surface of two reinforcing bars (3b) distance cross-beam bodies of the described upper surface near cross-beam body is 5-10 centimetre.
5. the method for fast house building according to claim 1, is characterized in that: described stiffener (2b) is fixed in cross bath (2a) by expansion bolt.
6. the method for fast house building according to claim 1, it is characterized in that: the bottom of described reinforcing bars of structural columns (5) is provided with a wooden rectangle frame (6), the height of this wooden rectangle frame (6) is 30 centimeters, and the size of this wooden rectangle frame (6) and precast construction post (1) is measure-alike, the soffit of lowermost precast construction post (1) contacts with the upper surface of wooden rectangle frame (6), while concreting in reinforcing bars of structural columns via hole (1a) by concreting in wooden rectangle frame (6).
7. the method for fast house building described in 1 as requested, is characterized in that: the concrete raw material producing the precast construction post (1) of every cubic metre or precast floor slab (7) or prefabricated crossbeam (3) used is: water 205kg, cement 436kg, Pb-Zn tailings 616kg, stone 1143kg.
8. the method for fast house building described in 1 as requested, is characterized in that: produce the precast wall panel (A) of every cubic metre or prefabricated inner wall panel (B) concrete raw material used is: water 100kg, cement 500kg, river sand 200kg, cement blowing agent 5kg.
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| CN201210409022.4A CN103015714B (en) | 2012-10-24 | 2012-10-24 | Method for quickly building house |
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| CN201210409022.4A CN103015714B (en) | 2012-10-24 | 2012-10-24 | Method for quickly building house |
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| CN103015714B true CN103015714B (en) | 2015-01-14 |
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Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104110070B (en) * | 2013-04-22 | 2016-06-22 | 吴庆元 | Modularized house |
| CN104234427B (en) * | 2014-09-19 | 2016-05-18 | 上海通用金属结构工程有限公司 | A kind of ultra-thin integrated mezzanine floor construction method |
| CN104963507A (en) * | 2015-06-30 | 2015-10-07 | 成都点石创想科技有限公司 | Method used for manufacturing intelligent energy-saving building |
| CN106065666B (en) * | 2016-06-22 | 2018-05-08 | 西安科技大学 | Formula movable plank house easy to install with combined type basic component |
| CN106193314A (en) * | 2016-08-31 | 2016-12-07 | 江苏金材科技有限公司 | A kind of assembly method of assembled integrated house |
| CN107687210B (en) * | 2017-10-12 | 2022-08-16 | 河北丽建丽筑集成房屋有限公司 | Construction method of fully-assembled house |
| CN110158996A (en) * | 2019-06-04 | 2019-08-23 | 深圳市新天能科技开发有限公司 | A kind of assembled passive type energy-saving house and its method of construction |
| CN113356363B (en) * | 2021-06-25 | 2022-06-24 | 银广厦集团有限公司 | Construction method of large-span prestress assembly type industrial factory building |
| CN113653177A (en) * | 2021-08-26 | 2021-11-16 | 刘钦 | Building preassembling structure and mounting method thereof |
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| CN2386118Y (en) * | 1999-06-11 | 2000-07-05 | 骆常青 | Assembly type light convenient building |
| CN101041976A (en) * | 2007-04-17 | 2007-09-26 | 张长春 | Structure constituent of standardized house |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5065558A (en) * | 1989-01-23 | 1991-11-19 | Gibraltar World International, Ltd. | Prefabricated modular building construction system |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2386118Y (en) * | 1999-06-11 | 2000-07-05 | 骆常青 | Assembly type light convenient building |
| CN101041976A (en) * | 2007-04-17 | 2007-09-26 | 张长春 | Structure constituent of standardized house |
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