CN102433929A - Novel method for building house - Google Patents
Novel method for building house Download PDFInfo
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- CN102433929A CN102433929A CN2010102978218A CN201010297821A CN102433929A CN 102433929 A CN102433929 A CN 102433929A CN 2010102978218 A CN2010102978218 A CN 2010102978218A CN 201010297821 A CN201010297821 A CN 201010297821A CN 102433929 A CN102433929 A CN 102433929A
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- 238000000034 method Methods 0.000 title claims abstract description 42
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 50
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 239000011449 brick Substances 0.000 claims abstract description 23
- 230000005855 radiation Effects 0.000 claims abstract description 4
- 238000009415 formwork Methods 0.000 claims description 164
- 238000010792 warming Methods 0.000 claims description 14
- 239000012530 fluid Substances 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 238000009413 insulation Methods 0.000 claims description 5
- 230000002262 irrigation Effects 0.000 claims description 5
- 238000003973 irrigation Methods 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000009435 building construction Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 19
- 239000010410 layer Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 9
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- 239000000463 material Substances 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
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- 238000013459 approach Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000011456 concrete brick Substances 0.000 description 1
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- 239000012467 final product Substances 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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- 210000003205 muscle Anatomy 0.000 description 1
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Abstract
The invention discloses a novel method for building a house. The method comprises the following steps of: 1) building a wall body by using block shaped wall bricks; adopting an L-shaped mold shell at an L-shaped corner; arranging a T-shaped mold shell at a T-shaped corner; arranging a straight line shaped mold shell on the wall every other distance; adopting a ring beam mold shell at the last layer of bricks at a designed floor height; inserting reinforcing cages into holes of the L-shaped, T-shaped and straight line shaped mold shells; arranging a reinforcing steel bar in the ring beam mold shell; and then pulling a floor slab face reinforcing steel bar and supporting a floor slab face support mold; pouring concrete into the holes of the L-shaped, T-shaped, straight line shaped and ring beam mold shells; and pouring the floor slab faces; and 2) repeating the first step to the designed height of the house. By means of the novel method for building the house, disclosed by the invention, the wall is integrated with the L-shaped, T-shaped, straight line shaped and ring beam mold shells in the house built by using the method; meanwhile, most floor slab faces are pressed on the walls; partial mold shell blocks are provided with vertical greening cavities and heat radiation and moisture-dispelling air curtain holes; and the the house is strong in earthquake resistance.
Description
Technical field
The present invention relates to a kind of method of building the house, particularly a kind of new method that can improve earthquake-resistant building ability, efficiency of construction height and external wall of house construction house attractive in appearance belongs to construction engineering technical field.
Background technology
At present, conventional multilayer, the construction method of high-story house have three kinds basically: first kind is brick mix structure: its construction method is, builds first floor cast collar tie beam, floor face when high at wall brick; And then then up lay bricks, high up to another floor, pour into a mould collar tie beam, floor face again; Successively repeatedly, up to satisfying the building requirements height; Usually generally be built to about 8 layers; This multistoried building construction method, cheap but its shock resistance extreme difference; Second kind is that frame construction is built the house method; On house foundation, earlier structure column and collar tie beam, the floor face that first floor reinforcing bar, template cast support the house is set by designing requirement; Thereafter, repeat to continue to make progress till the design floor height, press preceding method filled wall in framework successively again; Not only the body of wall of the method is not shared building load and instead is the burden of frame construction, and cost is higher, and anti seismic efficiency is not good yet; The third is according to every layer of wide, high prefabricated big wallboard of house wall; Even surround frame earlier by the individual layer height; Successively on house foundation, lift, every interlayer reinforcing bar tie point concentrates on same plane and connection, cast can not combine like the steel concrete that one is cast behind the concrete good; Unfavorable antidetonation, also be unfavorable for making self heat insulation wall, and heavy big part transportation, lifting all need many power consumptions, how expensive.
Summary of the invention
Technical problem to above-mentioned existence the objective of the invention is: proposed a kind of new method that can improve earthquake-resistant building ability, efficiency of construction height and external wall of house construction house attractive in appearance.
Technical solution of the present invention is achieved in that a kind of new method of house building, comprises following steps:
1), with block type of wall body brick masonry panel, corner adopts L shaped formwork " L " shape; Be provided with corner hole in the said L shaped formwork; Corner is provided with T shape formwork " T " shape; Be provided with T shape hole in the said T shape formwork; Body of wall whenever is provided with one " one " font formwork at a distance from a segment distance; Said " one " font formwork is provided with " one " font hole; Until last one deck brick of design story height, adopt the collar tie beam formwork; In the hole of L shaped, T shape, " one " font formwork, insert reinforcing cage; In the collar tie beam formwork, reinforcing bar is set, draws the floor face reinforcing bar then, support floor face holder mould; Fluid concrete in the hole of L shaped, T shape, " one " font, collar tie beam formwork; The cast floor face; Form reinforced concrete upright column or shear wall, collar tie beam and floor panel.
2), repeat first step, design height up to the house.
The new method of another kind of building construction comprises following steps:
1) on the ground at the L of house wall, T-section point place, reinforcing cage is set earlier; The body of wall ground is every at a distance from segment distance setting " " font reinforcing cage; Build L shaped, T shape, " one " font formwork and wall body brick more respectively,, adopt the collar tie beam formwork until last one deck brick of design story height; In the collar tie beam formwork, reinforcing bar is set, draws the floor face reinforcing bar then, support floor face holder mould; Fluid concrete in the hole of L shaped, T shape, " one " font, collar tie beam formwork; The cast floor face; Form reinforced concrete upright column or shear wall, collar tie beam and floor panel.
2), repeat first step, design height up to the house.
Preferably, said L shaped, T shape formwork inserts reinforcing cage with " one " font formwork combination replacement respectively in " one " font formwork of said combination, the reinforcing cage in " one " font formwork that makes up with the reinforcing bar drawknot of double headed roller hook.
Preferably, said sidewall L shaped, T shape formwork is provided with the U-shaped recess; Adopt a kind of piece of using with said wall brick L shaped, that T shape formwork is adjacent more; Said many ends with piece are provided with through hole; In said through hole, insert reinforcing bar; Then at fluid concrete in the hole of L shaped, T shape, " one " font formwork; Fluid concrete in the time of the cast floor face; Concrete makes the concrete column L shaped, that T shape formwork is interior and how to be connected with the formation of the column in the piece through the U-shaped recess.
Preferably, the arranged outside of said L shaped, T shape, " one " font formwork has the greening pelvic cavity, is used for by putting flowers and trees lining basin.
Preferably, said L shaped, T shape, " one " font, collar tie beam formwork formwork are provided with the gas curtain hole.
Preferably, said L shaped, T shape, " one " font, collar tie beam formwork formwork are provided with warming plate.
Preferably, the new method of described house building is with being provided with the insulation sheet in the block type wall body brick.
Preferably, the new method of described house building is with the gas curtain hole that also is provided with functions such as tool heat radiation, hydrofuge in the block type wall body brick.
Preferably, be provided with in the described house building new method by the circular hole that is provided with the water pipe of flowers and trees in the interspersed infiltrating irrigation flowers and trees lining basin in the greening pelvic cavity formwork of putting flowers and trees lining basin.
Because the utilization of technique scheme, the present invention compared with prior art has advantage:
The new method of house building of the present invention through L shaped, T shape, " one " font, collar tie beam formwork, can make body of wall form an integral body; In each formwork, insert reinforcing cage; Cover was built the formwork piece after reinforcing cage or steel pipe also can be set; Use the collar tie beam formwork at last one deck of having built synchronously the story height of body of wall simultaneously, in the collar tie beam piece, reinforcing bar is set, and then draws the floor face reinforcing bar, support floor face holder mould, pour into a mould column or shear wall, collar tie beam and floor face concrete more simultaneously; This new method is built the house that forms, body of wall and L shaped, T shape, integral body of " one " font formwork formation, and simultaneously, big of floor face is pressed on the body of wall; The shock resistance in this house is strong; During construction, save most scaffold, omitted conventional template; Reduce cost, improved efficiency of construction; The arranged outside of said L shaped, T shape, " one " font formwork has the greening pelvic cavity, is used for by putting flowers and trees lining basin, insulation sheet, gas curtain hole can also be set in the said various formworks can make that to meet the house that low-carbon economy builds more attractive in appearance, comfortable.
Description of drawings
Below in conjunction with accompanying drawing technical scheme of the present invention is described further:
Fig. 1 is the front view of broken section of first embodiment of L shaped formwork of the present invention;
Fig. 2 is the front view of broken section of second embodiment of L shaped formwork of the present invention;
Fig. 3 is the front view of broken section of first embodiment of T shape formwork of the present invention;
Fig. 4 is the front view of broken section of second embodiment of T shape formwork of the present invention;
Fig. 5 is the front view of broken section of first embodiment of " one " of the present invention shape formwork;
Fig. 6 is the front view of broken section of second embodiment of " one " of the present invention shape formwork;
Fig. 7 is the front view of broken section of the 3rd embodiment of " one " of the present invention shape formwork;
Structure chart when Fig. 8 builds a wall for T shape formwork of the present invention;
Structure chart when Fig. 9 builds a wall for L shaped formwork of the present invention;
Figure 10 is the stereogram of first lap beam form shell of the present invention;
Figure 11 is the stereogram of the second collar tie beam formwork of the present invention;
Figure 12 is the stereogram of L shaped formwork compound mode of the present invention;
Figure 13 is the stereogram of T shape formwork compound mode of the present invention;
Figure 14 is the partial schematic diagram that method of the present invention is built the house;
Wherein: 1, the first L shaped formwork; 2, corner hole; 3, gas curtain hole; 4, warming plate; 11, the second L shaped formwork; 12, corner hole; 13, gas curtain hole; 14, warming plate; 15, greening pelvic cavity; 16, U-shaped recess; 17, circular hole; 21, a T shape formwork; 22, T shape hole; 23, gas curtain hole; 24, warming plate; 31, the 2nd T shape formwork; 32, T shape hole; 33, gas curtain hole; 34, warming plate; 35, greening pelvic cavity; 36, U-shaped recess; 37, circular hole; 41, first " one " the font formwork; 42, " one " font hole; 43, U-shaped recess; 45, the 3rd " one " font formwork; 46, " one " font hole; 47, warming plate; 48, gas curtain hole; 49, U-shaped recess; 51, second " one " the font formwork; 52, " one " font hole; 53, warming plate; 54, gas curtain hole; 55, greening pelvic cavity; 56, U-shaped recess; 57, circular hole; 61, use piece more; 62, through hole; 71, first lap beam form shell; 72, the second collar tie beam formwork; 73, reinforcing bar.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described.
House and materials thereof during the new method that is depicted as house building of the present invention like accompanying drawing 1-14 is built;
A kind of new method of house building comprises following steps:
1), with block type of wall body brick masonry panel, first floor adopts the second L shaped formwork 11 in " L " shape corner; The sidewall of the said second L shaped formwork 11 is provided with U-shaped mouth 16; Adopt a kind of many with the said second L shaped formwork 11 adjacent wall bricks with piece 61; Said many ends with piece 61 are provided with through hole 62; In " T " shape corner the 2nd T shape formwork 31 is set; The limit of said the 2nd T shape formwork 31 is provided with U-shaped recess 36; Adopt a kind of many with said the 2nd T shape formwork 31 adjacent wall bricks with piece 61; Said many ends with piece 61 are provided with through hole 62; Outer body of wall whenever is provided with one second " one " font formwork 51 at a distance from 3 meters; Interior body of wall whenever is provided with one first " one " font formwork 41 at a distance from 3 meters; The second layer repeats the first floor construction method, just changes the second L shaped formwork 11 into first L shaped formwork 1; Said the 2nd T shape formwork 31 changes a T shape formwork 21 into; Second " one " the font formwork 51 that exterior wall is used changes the 3rd " one " font formwork 45 into; Interior body of wall still uses first " one " the font formwork 41; The 3rd layer, repeat second layer construction method; The 4th layer is repeated the first floor construction method, and layer 5, layer 6 repeat second layer construction method; Layer 7 repeats the first floor construction method, and the like, up to last one deck that height is set; Adopt the second L shaped formwork 11 or the first L shaped formwork 1 in " L " shape corner; In " T " shape corner the 2nd a T shape formwork 31 or a T shape formwork 21 are set; Outer body of wall used the place of " one " font formwork 41 with second " one " the font formwork 51 or the 3rd " one " shape formwork 45 originally; Interior body of wall was originally still used first " one " the font formwork 41 with the place of first " one " the font formwork 41; All the other places, exterior wall with first lap beam form shell 71, interior wall with the second collar tie beam formwork 72; In the hole of L shaped, T shape, " one " font formwork, insert reinforcing cage (not shown among Figure 14), also insert reinforcing bar 73 (not shown among Figure 12) in how with the through hole of piece; Insert reinforcing bar 73 in first, second collar tie beam formwork, draw floor face reinforcing bar 73 again, support floor face holder mould; Last toward the local fluid concrete of inserting reinforcing bar 73; Form reinforced concrete upright column or shear wall, collar tie beam and floor panel; Concrete makes the concrete column L shaped, that T shape formwork is interior and how to be connected with the formation of the column in the piece through U-shaped recess 16,36; Make body of wall more solid;
2), repeat first step, up to design height.
In the new method of said house building, build the formwork piece again after also reinforcing cage can being set earlier.
Reinforcing cage in the new method of said house building also can substitute with steel pipe.
L shaped, the T shape formwork used in the new method of said house building are used " one " font formwork combination replacement; Insert reinforcing cage respectively in " one " font formwork of said combination, with the reinforcing cage in " one " font formwork of the reinforcing bar drawknot of double headed roller hook combination.The sidewall of said " one " font formwork is provided with U-shaped recess 43,49, sees accompanying drawing 12,13; The reinforcing bar of said double headed roller hook is through the reinforcing cage in " one " font formwork of said U-shaped recess 43,49 drawknots combination, and is not shown in the accompanying drawing.
Reinforcing bar or concrete filled steel tube column or shear wall in L shaped in higher level building, the T shape formwork; Be not when ensureing that antidetonation needs, when construction can set up two font formwork pieces at L, T and in-line formwork piece two, pours into antidetonation pendulum and bigger shear wall or the column of bearing capacity after the connection muscle that passes across the longitudinal reinforcement cage is set in the formwork piece that joins.
Build contraposition and prevent that the formwork piece is shifted when vibrating the hole inner concrete for ease of sign indicating number, can establish at least two pairs of epireliefs, recessed locking part on every.
The said first L shaped formwork 1 comprises the corner hole 2 of the corner that is arranged on the said first L shaped formwork 1; The said first L shaped formwork is provided with gas curtain hole 4; The said first L shaped formwork is provided with warming plate 3.
The said second L shaped formwork 11 comprises the corner hole 12 of the corner that is arranged on the said second L shaped formwork 11; The arranged outside of the said second L shaped formwork 11 has greening pelvic cavity 15, is used for by putting flowers and trees lining basin; The said second L shaped formwork 11 is provided with gas curtain hole 14; The said second L shaped formwork is provided with warming plate 13; The said second L shaped formwork 11 is provided with the circular hole 17 of the water pipe of flowers and trees in the interspersed infiltrating irrigation flowers and trees lining basin.
A said T shape formwork 21 comprises the T shape hole 22 that is arranged on the said T shape formwork 21; A said T shape formwork 21 is provided with gas curtain hole 24; A said T shape formwork 21 is provided with warming plate 23.
Said the 2nd T shape formwork 31 comprises the T shape hole 32 that is arranged on said the 2nd T shape formwork 31; The arranged outside of said the 2nd T shape formwork 31 has greening pelvic cavity 35, is used for by putting flowers and trees lining basin; Said the 2nd T shape formwork 31 is provided with gas curtain hole 34; Said the 2nd T shape formwork 31 is provided with warming plate 33; Said the 2nd T shape formwork 31 is provided with the circular hole 37 of the water pipe of flowers and trees in the interspersed infiltrating irrigation flowers and trees lining basin.
Said first " one " the font formwork 41 comprises " one " font hole 42 that is arranged on said first " one " the font formwork 41.
Said second " one " the font formwork 51 comprises " one " font hole 52 that is arranged on said first " one " the font formwork 51; The arranged outside of said second " one " the font formwork 51 has greening pelvic cavity 55; Said second " one " the font formwork 51 is provided with gas curtain hole 54; Said second " one " the font formwork 51 is provided with warming plate 53; Said " one " font formwork 51 is provided with the circular hole 57 of the water pipe of flowers and trees in the interspersed infiltrating irrigation flowers and trees lining basin.
Said the 3rd " one " font formwork 45 comprises " one " font hole 46 that is arranged on said the 3rd " one " the font formwork 45; Said the 3rd " one " font formwork 45 is provided with gas curtain hole 48; Said second " one " the font formwork 45 is provided with warming plate 47.
The new method of described house building is with being provided with the gas curtain hole that is incubated sheet, functions such as tool heat radiation, hydrofuge are arranged in the block type wall body brick.
Several kinds of manufacturing approaches of said L shaped, T shape, " one " shape formwork:
One, self-leveling concrete waters method for making, at steel plate or mould in the die cavity that plank processes reinforcing bar or reinforced mesh are set after, the self-leveling concrete that stirs into slurry is injected wherein, slightly vibrate the demoulding after the maintenance.
Two, conventional concrete brick vibratory drilling method is used punching block, will be mixed with steel fibre or in die cavity by after putting reinforcing bar, the clamp dog material filled it up with the die cavity moulding of vibrating strongly, with after the supporting plate maintenance.
Three, pressing will be broadcast the material in the special molding steel mold cavity with high tonnage hydraulic press, contain steel fibre or reinforcing bar in the said material, suppress moulding with square metres about 2000 tons pressure, and maintenance gets final product after the instant demoulding.
Because the utilization of technique scheme, the present invention compared with prior art has advantage:
The new method of house building of the present invention through L shaped, T shape, " one " font, collar tie beam formwork, can make body of wall form an integral body; In each formwork, insert reinforcing cage; Cover was built the formwork piece after reinforcing cage or steel pipe also can be set; Use the collar tie beam formwork at last one deck of having built synchronously the story height of body of wall simultaneously, in the collar tie beam piece, reinforcing bar is set, and then draws the floor face reinforcing bar, support floor face holder mould, pour into a mould column or shear wall, collar tie beam and floor face concrete more simultaneously; This new method is built the house that forms, body of wall and L shaped, T shape, integral body of " one " font formwork formation, and simultaneously, big of floor face is pressed on the body of wall; The shock resistance in this house is strong; During construction, save most scaffold, omitted conventional template; Reduce cost, improved efficiency of construction; The arranged outside of said L shaped, T shape, " one " font formwork has the greening pelvic cavity, is used for by putting flowers and trees lining basin, insulation sheet, gas curtain hole can also be set in the said various formworks can make that to meet the house that low-carbon economy builds more attractive in appearance, comfortable.
The foregoing description only is explanation technical conceive of the present invention and characteristics; Its purpose is to let the personage that is familiar with this technology can understand content of the present invention and implements; Can not limit protection scope of the present invention with this; All equivalences that spirit is done according to the present invention change or modify, and all should be encompassed in protection scope of the present invention.
Claims (10)
1. the new method of a house building comprises following steps:
1), with block type of wall body brick masonry panel, corner adopts L shaped formwork " L " shape; Be provided with corner hole in the said L shaped formwork; Corner is provided with T shape formwork " T " shape; Be provided with T shape hole in the said T shape formwork; Body of wall whenever is provided with one " one " font formwork at a distance from a segment distance; Said " one " font formwork is provided with " one " font hole; Until last one deck brick of design story height, adopt the collar tie beam formwork; In the hole of L shaped, T shape, " one " font formwork, insert reinforcing cage; In the collar tie beam formwork, reinforcing bar is set, draws the floor face reinforcing bar then, support floor face holder mould; Fluid concrete in the hole of L shaped, T shape, " one " font, collar tie beam formwork; The cast floor face; Form reinforced concrete upright column or shear wall, collar tie beam and floor panel.
2), repeat first step, design height up to the house.
2. the new method of a building construction comprises following steps:
1) on the ground at the L of house wall, T-section point place, reinforcing cage is set earlier; The body of wall ground is every at a distance from segment distance setting " " font reinforcing cage; Build L shaped, T shape, " one " font formwork and wall body brick more respectively,, adopt the collar tie beam formwork until last one deck brick of design story height; In the collar tie beam formwork, reinforcing bar is set, draws the floor face reinforcing bar then, support floor face holder mould; Fluid concrete in the hole of L shaped, T shape, " one " font, collar tie beam formwork; The cast floor face; Form reinforced concrete upright column or shear wall, collar tie beam and floor panel.
2), repeat first step, design height up to the house.
3. the new method of house building according to claim 1; It is characterized in that: said L shaped, T shape formwork usefulness " one " font formwork combination replacement; Insert reinforcing cage respectively in " one " font formwork of said combination, with the reinforcing cage in " one " font formwork of the reinforcing bar drawknot of double headed roller hook combination.
4. the new method of house building according to claim 1 and 2, it is characterized in that: said sidewall L shaped, T shape formwork is provided with the U-shaped recess; Adopt a kind of piece of using with said wall brick L shaped, that T shape formwork is adjacent more; Said many ends with piece are provided with through hole; In said through hole, insert reinforcing bar; Then at fluid concrete in the hole of L shaped, T shape, " one " font formwork; Fluid concrete in the time of the cast floor face; Concrete makes the concrete column L shaped, that T shape formwork is interior and how to be connected with the formation of the column in the piece through the U-shaped recess.
5. L shaped, the T shape of using in the new method of the described a kind of house building of claim 4, " one " font formwork is characterized in that: the arranged outside of said L shaped, T shape, " one " font formwork has the greening pelvic cavity, is used for by putting flowers and trees lining basin.
6. L shaped, T shape according to claim 4, " one " font, collar tie beam formwork is characterized in that: said L shaped, T shape, " one " font formwork are provided with the gas curtain hole.
7. L shaped, T shape according to claim 4, " one " font, collar tie beam formwork is characterized in that: said L shaped, T shape, " one " font formwork are provided with warming plate.
8. the new method of house building according to claim 1 and 2 is with being provided with the insulation sheet in the block type wall body brick.
9. the new method of house building according to claim 1 and 2 is with the gas curtain hole that also is provided with functions such as tool heat radiation, hydrofuge in the block type wall body brick.
10. be provided with in the house building new method according to claim 3 by the circular hole that is provided with the water pipe of flowers and trees in the interspersed infiltrating irrigation flowers and trees lining basin in the greening pelvic cavity formwork of putting flowers and trees lining basin.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2010102978218A CN102433929A (en) | 2010-09-29 | 2010-09-29 | Novel method for building house |
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|---|---|---|---|
| CN2010102978218A CN102433929A (en) | 2010-09-29 | 2010-09-29 | Novel method for building house |
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| CN102433929A true CN102433929A (en) | 2012-05-02 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290811A (en) * | 2013-05-21 | 2013-09-11 | 杨凤杰 | Combined type groove with building formwork structure |
| CN103806657A (en) * | 2012-11-08 | 2014-05-21 | 中国二十冶集团有限公司 | Similar brick-concrete structure construction method of frame structure building |
| CN104532983A (en) * | 2014-11-18 | 2015-04-22 | 苏州市世好建材新技术工程有限公司 | Steel pipe concrete composite system of building and masonry construction method thereof |
| CN104533016A (en) * | 2014-11-18 | 2015-04-22 | 苏州市世好建材新技术工程有限公司 | Concrete-filled steel tube column body of building and building method thereof |
| CN105735521A (en) * | 2016-03-24 | 2016-07-06 | 光大国信建设发展（北京）有限公司 | T-shaped connecting brick and wall body structure |
| CN108571092A (en) * | 2018-06-01 | 2018-09-25 | 西安中材住工建筑科技有限公司 | A kind of module shear wall system with perps |
| CN116201260A (en) * | 2021-11-30 | 2023-06-02 | 郭春来 | a prefabricated building |
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Application publication date: 20120502 |