CN102660995A - Prefabricated composite plate formwork wall post-pouring concrete frame shear structure house and construction method - Google Patents

Prefabricated composite plate formwork wall post-pouring concrete frame shear structure house and construction method Download PDF

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Publication number
CN102660995A
CN102660995A CN2012101715430A CN201210171543A CN102660995A CN 102660995 A CN102660995 A CN 102660995A CN 2012101715430 A CN2012101715430 A CN 2012101715430A CN 201210171543 A CN201210171543 A CN 201210171543A CN 102660995 A CN102660995 A CN 102660995A
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template die
concrete
wall
compound
roof
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张晶廷
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Abstract

The invention relates to a prefabricated composite plate formwork wall post-pouring concrete frame shear structure house which comprises a combined inner wall, an outer wall plate, a roof panel and a cast-in-situ concrete frame shear structure. The house is characterized in that a wall plate of the inner wall or an outer wall or the roof panel comprises a plurality of prefabricated frame type structure composite plate formworks which are fixed together, each composite plate formwork comprises two opposite plate formwork panels with a certain reserved space, a plurality of plate formwork reinforcing ribs are arranged between each two opposite plate formwork panels to form a plate formwork cavity, concrete is filled in the plate formwork cavities in the composite plate formworks corresponding to beam columns and shear walls to form force support element concrete, and light heat insulation materials are filled in the rest plate formwork cavities to form heat insulation layers. A construction method includes the steps of production line assembly, on-site assembly, inner wall pouring, outer wall pouring and roof pouring. The concrete and the heat insulation layers can be filled in the prefabricated frame type structure composite plate formworks during construction, so that materials and construction cost are saved, and construction efficiency is improved.

Description

Pouring concrete frame structure house and job practices behind the precast composite slab mould body of wall
Technical field
The present invention relates to field of house buildings, pouring concrete frame structure house and job practices behind particularly a kind of precast composite slab mould body of wall.
Background technology
Patent " the interior thermal insulation house and the job practices of integral spray floor concrete structure " (patent No. ZL200810080182.2) discloses a kind of by prefabricated internal thermal insulated wall plate, roof panel, slab form and inner partition plate assembling back direct gunning concrete deck is formed in the insulation layer outside house and job practices.Because the insulation layer outside is the gunning concrete deck directly, concrete intensity can't satisfy the structural requirement of three layers and above building.Prefabricated internal thermal insulated wall plate is when concrete construction, and it is inapplicable and will cut size to occur through regular meeting, and waste template die material influence efficiency of construction, has caused the inconvenience of constructing and the raising of building operations cost.
Summary of the invention
The purpose of this invention is to provide a kind ofly save the template die material, improve efficiency of construction and save the precast composite slab mould body of wall of construction cost after pouring concrete frame structure house and job practices.
In order to accomplish above-mentioned purpose, the technical scheme that the present invention adopts is:
Pouring concrete frame structure house behind the precast composite slab mould body of wall; Comprise combination interior wall, exterior wall wallboard, roof panels and cast-in-situ concrete frame structure; The wallboard of described interior wall or exterior wall; Or roof panels is fixed together by the compound template die of a plurality of precast frame formula structures and forms; Described compound template die comprises two template die panels that are oppositely arranged and leave certain space; Between relative two boards die face plate, be provided with a plurality of template die ribs and form the template die cavity, fill concrete forms the primary structure member concrete in the template die cavity at corresponding beam column, shear wall position in compound template die, and filling light thermal insulation material forms insulation layer in remaining template die cavity.
Described exterior wall is made up of the arranged outside two-way concrete slab welded mesh and the gunning concrete layer of compound template die, steel tie is set in the primary structure member concrete and the two-way concrete slab welded mesh fixes.
Described roof panels is provided with the two-way concrete slab welded mesh by the top of compound template die, and the gunning concrete layer constitutes behind colligation roof rib and roof rib steel muscle, the reinforcing bar that cornices again.
The arranged outside of described template die panel has the drawknot rib to fix through set bolt and two-way concrete slab welded mesh.
Fix through template die connector L shaped, I shape between described compound template die and the compound template die.
Be provided with the headspace fill insulant material between described template die cavity and the primary structure member concrete and form beam, post, short-limb wall insulation layer.
Job practices is:
The job practices in pouring concrete frame structure house behind the precast composite slab mould body of wall, its characteristic may further comprise the steps:
The assembling of A, production line: with the template die panel connect through the template die ribs and fixedly the drawknot rib make compound template die, the template die cavity is reserved the space of corresponding beam column/shear wall, the space of roof rib and the space that needs fill insulant material; Filling light thermal insulation material forms insulation layer or transports the job site to and recharges insulation layer in the template die cavity;
B, assembled on site: after on-the-spot colligation finishes post, shear force wall reinforcing steel bar; Compound template die is transported to the job site and lifts the relevant position; Through the template die connector the compound template die of each several part is carried out the temporary fixed of template die body of wall again, set bolt fixing and that setting is connected with the two-way concrete slab welded mesh reaches the steel tie that is connected with layer of concrete;
C, build interior wall: concreting forms the primary structure member concrete in the template die cavity of corresponding beam column, shear wall in compound template die installs and fixes the framework template die body of wall that the back forms;
D, build exterior wall: the two-way concrete slab welded mesh is installed on the template die panel in the compound template die outside and is fixed with set bolt, gunning concrete forms layer of concrete;
E, build the roof: the aggregate erection and the fixing compound template die on roof; The roof rib is fixed on the compound template die; Settle roof rib steel muscle to be connected with the primary structure member concrete; On the template die panel in the compound template die outside, connect the two-way concrete slab welded mesh through set bolt, the colligation reinforcing bar that cornices, gunning concrete forms layer of concrete.
Filling light thermal insulation material forms in the template die cavity of the described beam of steps A, post, short-limb wall insulation layer correspondence position after the wall composite board mould has been fixed in assembly unit.
The described two-way concrete slab welded mesh of step D is through fixing at the steel tie that on the drawknot rib set bolt is set and in the primary structure member concrete, reserve, and two-way concrete slab welded mesh and primary structure member concrete and layer of concrete link.
The invention has the beneficial effects as follows: the compound template die of prefabricated frame construction is set in body of wall, can when construction, just carries out the filling of concrete and insulation layer, economical with materials has been saved construction cost, has been improved efficiency of construction.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is the floor map of Fig. 1.
Fig. 3 is the plan view of air placed concrete not after the precast composite slab mould assembly unit of Fig. 2.
Fig. 4 is the structural representation of the compound template die among Fig. 2.
Fig. 5 is the structural representation of body of wall post among Fig. 1, roof flank.
Fig. 6 is a kind of structural representation of compound template die among the embodiment 2.
Fig. 7 is a kind of structural representation of compound template die among the embodiment 2.
Fig. 8 is a kind of structural representation of compound template die among the embodiment 2.
Fig. 9 is a kind of structural representation of compound template die among the embodiment 3.
Figure 10 is a kind of structural representation of compound template die among the embodiment 3.
Figure 11 is a kind of structural representation of compound template die among the embodiment 3.
Figure 12 is a kind of structural representation of compound template die among the embodiment 3.
Figure 13 is a kind of structural representation of compound template die among the embodiment 3.
Figure 14 is a kind of structural representation of compound template die among the embodiment 3.
Figure 15 is a kind of structural representation of compound template die among the embodiment 4.
Figure 16 is a kind of structural representation of compound template die among the embodiment 4.
Among the figure, 1, compound template die, 2, steel tie, 3, the primary structure member concrete, 4, the two-way concrete slab welded mesh; 5, layer of concrete, 6, set bolt, 7, the template die connector, 8, the template die panel; 9, insulation layer, 10, the template die cavity, 11, the template die ribs, 12, the drawknot rib; 13, beam, post, short-limb wall insulation layer, 14, the reinforcing bar that cornices, 15, the roof rib, 16, roof rib steel muscle.
The specific embodiment
The present invention is pouring concrete frame structure house and a job practices behind the precast composite slab mould body of wall; Main innovate point is to have designed the compound template die of prefabricated frame construction to constitute the wallboard and the roof panel of structural building; Reserve the space of fluid concrete and heat insulating material in the template die; Can when construction, just fill, economical with materials has been saved construction cost, has been improved efficiency of construction.
Below in conjunction with accompanying drawing the present invention is further specified.
Specific embodiment 1; Extremely shown in Figure 5 like Fig. 1; Pouring concrete frame structure house behind the precast composite slab mould body of wall; Comprise combination interior wall, exterior wall wallboard, roof panels and cast-in-situ concrete frame construction; The wallboard of interior wall or exterior wall, or roof panels is fixed together by the compound template die 1 of a plurality of precast frame formula structures and forms, fixing between compound template die 1 and the compound template die 1 through L shaped, I-shaped template die connector 7; Compound template die 1 is fixed together by the compound template die 1 that two template die panels 8 that are oppositely arranged and leave the space are fixed into tower structure; Between relative two boards die face plate 8, be provided with a plurality of template die ribs 11 and form template die cavity 10, the cross section of compound template die 1 is the rectangular frame structure of both ends open, and fill concrete forms primary structure member concrete 3 in the template die cavity 10 at corresponding beam column, shear wall position in compound template die 1; Be provided with the headspace fill insulant material between template die cavity 10 and the primary structure member concrete 3 and form beam, post, short-limb wall insulation layer 13, filling light thermal insulation material forms insulation layer 9 in remaining template die cavity 10; Exterior wall is made up of the arranged outside two-way concrete slab welded mesh 4 and the gunning concrete layer 5 of compound template die 1; Steel tie 2 is set in primary structure member concrete 3 fixes, have drawknot rib 12 to fix through set bolt 6 and two-way concrete slab welded mesh 4 in the arranged outside of template die panel 8 with two-way concrete slab welded mesh 4; The roof is provided with two-way concrete slab welded mesh 4 by the top of compound template die 1, and colligation roof rib 15 constitutes with roof rib steel muscle 16, the reinforcing bar 14 back gunning concrete layers 5 that cornice again.
During building operations; On production line, template die panel 8 is made the compound template die 1 that is installed in body of wall and the roof through 11 connections of template die ribs and with drawknot rib 12 earlier; Template die cavity 10 is reserved corresponding beam column/shear wall space, roof rib 15 the space and need the space of fill insulant material at the construction field (site), filling light thermal insulation material formation insulation layer 9 and beam, post, short-limb wall insulation layer 13 remaining template die cavity 10 in then; Connect fixing through template die connector 7 the compound template die 1 of each several part at the construction field (site) and lift the relevant position, have specific (special) requirements to need in the on-the-spot template die cavity 10 of filling and beam, post, short-limb wall insulation layer 13 in filling light thermal insulation material; Set bolt 6 that is connected with two-way concrete slab welded mesh 4 and the steel tie 2 that is connected with layer of concrete 5 then are set; Cast beam, post, short-limb wall concrete form primary structure member concrete 3 in the frame beam column template die cavity 10 that after the template die body of wall is installed, forms; Two-way concrete slab welded mesh 4 is installed in compound template die 1 outside; Two-way concrete slab welded mesh 4 and steel tie 2 is fixing with primary structure member concrete 3, and gunning concrete deck 5 forms exterior wall and interior wall in the both sides of compound template die 1 again; Roof precast composite slab mould 1 is installed at last; Roof rib 15 is fixed on the compound template die 1; Settle roof rib steel muscle 16 to be connected with primary structure member concrete 3; On the template die panel 8 in compound template die 1 outside, connect two-way concrete slab welded meshs 4 through set bolt 6, the colligation reinforcing bar 14 that cornices, gunning concrete layer 5 forms complete roof in the both sides of compound template die 1.
Specific embodiment 2; As improvement to compound template die among the present invention; Like Fig. 6-shown in Figure 8; For more being applicable to, compound template die is installed in outward within the walls; Can form the primary structure member concrete 3 that bears pulling force after in template die cavity 10, being provided with the corresponding beam that reserves, post, short-limb wall position fill concrete, at primary structure member concrete 3 and be fixed with that filling light thermal insulation material forms beam, post, short-limb wall insulation layer 13 between the template die panel 8 of drawknot rib 12, the length of adjustment template die panel 8 makes the length of the length of the template die panel 8 that is fixed with drawknot rib 12 greater than the template die panel 8 relative with it; Can primary structure member concrete 3 be arranged in the template die cavity 10 at compound template die 8 two ends according to the practice of construction situation, also can the template die cavity 10 that be positioned at compound template die 1 middle part be set to primary structure member concrete 3; Can the primary structure member concrete 3 of an end that is positioned at compound template die 1 be sealed by template die ribs 11 according to the practice of construction situation, and an end of the template die ribs 11 of blind end extends the outside portion that protrudes into compound template die 1; Can an end of compound template die 1 be sealed and only be provided with a template die cavity 10 by template die ribs 11 according to the practice of construction situation, this template die cavity 10 is provided with primary structure member concrete 3 and beam, post, short-limb wall insulation layer 13.
Specific embodiment 3; As further improvement to compound template die among the present invention; Like Fig. 9-shown in Figure 14, in compound template die more being applicable to be installed within the walls, with the two ends of compound template die 1 by 11 sealings of template die ribs; The length of adjustment template die panel 8 makes the equal in length of two template die panels 8 that are oppositely arranged, at the template die cavity 10 at the two ends of the compound template die 1 primary structure member concrete 3 for the corresponding beam that reserves, post, short-limb wall position fill concrete; Can be sealed by template die ribs 11 by a end according to the practice of construction situation compound template die 1; Can be sealed by template die ribs 11 by a end according to the practice of construction situation, and 10 of the template die cavitys of middle part are set to primary structure member concrete 3 compound template die 1; Can the template die cavity 10 at compound template die 1 two ends not sealed according to the practice of construction situation, and 10 of the template die cavitys of middle part are set to primary structure member concrete 3; Can be according to the practice of construction situation with an end of compound template die 1 by 11 sealings of template die ribs and only be provided with a template die cavity 10, this template die cavity 10 is a primary structure member concrete 3.
Specific embodiment 4; As further improvement to compound template die among the present invention; Like Figure 15, shown in Figure 16; Be installed in the roof for compound template die more is applicable to, the length of adjustment template die panel 8 makes the length of the length of the template die panel 8 that is fixed with drawknot rib 12 less than the template die panel 8 relative with it, and will be set to section at the insulation layer 9 in the template die cavity 10 at the both ends of compound template die 1 is notch cuttype; Can be sealed by template die ribs 11 by a end according to the practice of construction situation compound template die 1.Because the composite panel that precast composite slab mould wall body construction adopts the template die panel to form is various informative, go for the assembling of various building structures, flexible for installation and improved efficiency of construction.

Claims (9)

1. pouring concrete frame structure house behind the precast composite slab mould body of wall; Comprise combination interior wall, exterior wall wallboard, roof panels and cast-in-situ concrete frame structure; It is characterized in that: the wallboard of described interior wall or exterior wall; Or roof panels is fixed together by the compound template die (1) of a plurality of precast frame formula structures and forms; Described compound template die (1) comprises two template die panels (8) that are oppositely arranged and leave certain space; Between relative two boards die face plate (8), be provided with a plurality of template die ribs (11) and form template die cavity (10), fill concrete forms primary structure member concrete (3) in the template die cavity (10) at corresponding beam column, shear wall position in compound template die (1), and filling light thermal insulation material forms insulation layer (9) in remaining template die cavity (10).
2. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1; It is characterized in that: described exterior wall is made up of the arranged outside two-way concrete slab welded mesh (4) and the gunning concrete layer (5) of compound template die (1), steel tie (2) is set in primary structure member concrete (3) fixes with two-way concrete slab welded mesh (4).
3. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1; It is characterized in that: described roof panels is provided with two-way concrete slab welded mesh (4) by the top of compound template die (1), and colligation roof rib (15) constitutes with roof rib steel muscle (16), the reinforcing bar that cornices (14) back gunning concrete layer (5) again.
4. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 and 2 is characterized in that: the arranged outside of described template die panel (8) has drawknot rib (12) to fix through set bolt (6) and two-way concrete slab welded mesh (4).
5. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 is characterized in that: fixing through L shaped, I-shaped template die connector (7) between described compound template die (1) and the compound template die (1).
6. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 is characterized in that: be provided with the headspace fill insulant material between described template die cavity (10) and the primary structure member concrete (3) and form beam, post, short-limb wall insulation layer (13).
7. the job practices in pouring concrete frame structure house behind the precast composite slab mould body of wall, its characteristic may further comprise the steps:
The assembling of A, production line: with template die panel (8) through template die ribs (11) connection and fixedly drawknot rib (12) make compound template die (1), template die cavity (10) is reserved the space of corresponding beam column/shear wall, the space of roof rib (15) and the space that needs fill insulant material; The interior filling light thermal insulation material of template die cavity (10) forms insulation layer or transports the job site to and recharges insulation layer;
B, assembled on site: after on-the-spot colligation finishes post, shear force wall reinforcing steel bar; Compound template die (1) is transported to the job site and lifts the relevant position; Through template die connector (7) the compound template die (1) of each several part is carried out the fixing of template die body of wall again, set bolt (6) fixing and that setting is connected with two-way concrete slab welded mesh (4) reaches the steel tie (2) that is connected with layer of concrete (5);
C, build interior wall: concreting formation primary structure member concrete (3) in the template die cavity (10) of corresponding beam column, shear wall in compound template die (1) installs and fixes the framework template die body of wall that the back forms;
D, build exterior wall: go up at the template die panel (8) in compound template die (1) outside two-way concrete slab welded mesh (4) and fixing with set bolt (6) is installed, gunning concrete formation layer of concrete (5);
E, build the roof: the aggregate erection and the fixing compound template die (1) on roof; Roof rib (15) is fixed on the compound template die (1); Settle roof rib steel muscle (16) to be connected with primary structure member concrete (3); Go up through set bolt (6) at the template die panel (8) in compound template die (1) outside and to connect two-way concrete slab welded mesh (4), the colligation reinforcing bar (14) that cornices, gunning concrete forms layer of concrete (5).
8. the job practices in pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 7 is characterized in that: filling light thermal insulation material forms in the template die cavity (10) of the described beam of steps A, post, short-limb wall insulation layer (13) correspondence position after wall composite board mould (1) has been fixed in assembly unit.
9. the job practices in pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 7; It is characterized in that: the described two-way concrete slab welded mesh of step D (4) is through fixing at the steel tie (2) that set bolt (6) is set on the drawknot rib (12) and in primary structure member concrete (3), reserves, and two-way concrete slab welded mesh (4) links with primary structure member concrete (3) and layer of concrete (5).
CN2012101715430A 2012-05-30 2012-05-30 Prefabricated composite plate formwork wall post-pouring concrete frame shear structure house and construction method Pending CN102660995A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103147581A (en) * 2013-03-01 2013-06-12 佛山市森科能源科技开发有限公司 Steel structure pre-fabricated assembled house and manufacturing method thereof
CN103362235A (en) * 2013-07-17 2013-10-23 烟台金田科技有限公司 Integrally-poured building house with wallboards integrating thermal insulating and templates
CN105421816A (en) * 2015-11-20 2016-03-23 刘斌 Heat-preservation energy-saving assembly type house and construction method
CN107956260A (en) * 2017-10-24 2018-04-24 大美砼艺（天津）建筑科技发展有限公司 A kind of assembled agriculture room wall
CN109779009A (en) * 2019-03-21 2019-05-21 孔祥利 Assembled architecture ecological house and construction method
CN110158814A (en) * 2019-06-20 2019-08-23 河北双月节能环保科技有限公司 A kind of assembled wall form
CN111255148A (en) * 2019-04-08 2020-06-09 中清大科技股份有限公司 A square column structure and house
CN114658137A (en) * 2022-03-17 2022-06-24 中国建筑第二工程局有限公司 Novel heat-insulation prefabricated shear wall and construction method thereof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3628973A1 (en) * 1986-08-26 1988-03-03 Wilhelm Patt Roof or floor element with fair-faced-concrete cladding for building construction
JPH01322049A (en) * 1988-06-23 1989-12-27 Nippon Kaiser Kk Heat insulating concrete wall and its construction method
CN1064127A (en) * 1992-02-11 1992-09-02 崔云生 But the modular house of whole Transporting
CN101314969A (en) * 2008-04-29 2008-12-03 韩重博 Light energy-conservation large-module combined exterior wall and method of manufacturing the same
CN101358481A (en) * 2008-08-25 2009-02-04 王连起 Build process of building wall face sheet and building wall
CN101435221A (en) * 2008-12-19 2009-05-20 张晶廷 Internal thermal insulation house of integral spray finishing costalia concrete structure and construction method thereof
CN101892743A (en) * 2010-06-19 2010-11-24 张培霞 Construction method of permanent housing
CN202627564U (en) * 2012-05-30 2012-12-26 张晶廷 Prefabricated composite plate wall post-concreting frame shear structure building

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3628973A1 (en) * 1986-08-26 1988-03-03 Wilhelm Patt Roof or floor element with fair-faced-concrete cladding for building construction
JPH01322049A (en) * 1988-06-23 1989-12-27 Nippon Kaiser Kk Heat insulating concrete wall and its construction method
CN1064127A (en) * 1992-02-11 1992-09-02 崔云生 But the modular house of whole Transporting
CN101314969A (en) * 2008-04-29 2008-12-03 韩重博 Light energy-conservation large-module combined exterior wall and method of manufacturing the same
CN101358481A (en) * 2008-08-25 2009-02-04 王连起 Build process of building wall face sheet and building wall
CN101435221A (en) * 2008-12-19 2009-05-20 张晶廷 Internal thermal insulation house of integral spray finishing costalia concrete structure and construction method thereof
CN101892743A (en) * 2010-06-19 2010-11-24 张培霞 Construction method of permanent housing
CN202627564U (en) * 2012-05-30 2012-12-26 张晶廷 Prefabricated composite plate wall post-concreting frame shear structure building

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103147581A (en) * 2013-03-01 2013-06-12 佛山市森科能源科技开发有限公司 Steel structure pre-fabricated assembled house and manufacturing method thereof
CN103362235A (en) * 2013-07-17 2013-10-23 烟台金田科技有限公司 Integrally-poured building house with wallboards integrating thermal insulating and templates
CN103362235B (en) * 2013-07-17 2015-06-17 烟台金田科技有限公司 Integrally-poured building house with wallboards integrating thermal insulating and templates
CN105421816A (en) * 2015-11-20 2016-03-23 刘斌 Heat-preservation energy-saving assembly type house and construction method
CN105421816B (en) * 2015-11-20 2017-08-15 刘斌 Insulation energy-saving assembling house and construction method
CN107956260A (en) * 2017-10-24 2018-04-24 大美砼艺（天津）建筑科技发展有限公司 A kind of assembled agriculture room wall
CN109779009A (en) * 2019-03-21 2019-05-21 孔祥利 Assembled architecture ecological house and construction method
CN111255148A (en) * 2019-04-08 2020-06-09 中清大科技股份有限公司 A square column structure and house
CN111305463A (en) * 2019-04-08 2020-06-19 中清大科技股份有限公司 A T-shaped column structure and house
CN111305462A (en) * 2019-04-08 2020-06-19 中清大科技股份有限公司 L-shaped column structure and house
CN111305461A (en) * 2019-04-08 2020-06-19 中清大科技股份有限公司 A prefabricated sandwich thermal insulation wall panel
CN111305460A (en) * 2019-04-08 2020-06-19 中清大科技股份有限公司 A house frame and house
CN115198916A (en) * 2019-04-08 2022-10-18 中清大科技股份有限公司 House structure and building method
CN110158814A (en) * 2019-06-20 2019-08-23 河北双月节能环保科技有限公司 A kind of assembled wall form
CN110158814B (en) * 2019-06-20 2024-07-23 河北双月节能环保科技有限公司 Assembled wall form
CN114658137A (en) * 2022-03-17 2022-06-24 中国建筑第二工程局有限公司 Novel heat-insulation prefabricated shear wall and construction method thereof

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Application publication date: 20120912