CN1603537A - Composite heat insulation concrete shear wall structure system and its construction method - Google Patents
Composite heat insulation concrete shear wall structure system and its construction method Download PDFInfo
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- CN1603537A CN1603537A CN 200410088828 CN200410088828A CN1603537A CN 1603537 A CN1603537 A CN 1603537A CN 200410088828 CN200410088828 CN 200410088828 CN 200410088828 A CN200410088828 A CN 200410088828A CN 1603537 A CN1603537 A CN 1603537A
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Abstract
One kind of compound heat preservation heat insulation concrete shearing force wall structure system and the job practice, in the concrete foundation connect the prefabricated polystyrene heat preservation wall template, the prefabricated polystyrene heat preservation wall template interconnection has the steel bar skeleton, outside the prefabricated polystyrene heat preservation wall template the side permanent connection cement tile, the prefabricated polystyrene heat preservation wall template compound constructs with the cast-in-place concrete wall is a body; Floor by prefabricated polystyrene heat preservation trough plate and cast-in-place the steel bar layer of concrete duplicate synthesizes a body, in each prefabricated polystyrene heat preservation grooved template trough sets has the dense rib Liang steel bar, with the shearing force wall in steel bar, the polystyrene wall shell body template inside steel lumber forms the whole together the steel bar skeleton, with cast-in-place the steel bar layer of concrete constructs is a body. The invention provides a kind of new energy conservation construction system, reduced the construction working procedure, reduced the time limit for a project, reduced the construction cost, has solved the energy conservation construction craft complex problem. Is suitable for the multilayer and the small high-rise construction.
Description
(1) technical field
The present invention relates to a kind of concrete shear wall structure system and job practices.
(2) background technology
Existing cast-in-situ steel reinforced concrete shear wall construction comprises basis, body of wall, floor, door and window and roof truss construction and installation, at first needs the supporting template, after concrete pouring finishes, treat that concrete reaches certain intensity after, again template is dismantled.This cast-in-situ steel reinforced concrete shear wall structure system is incubated, heat-proof quality is relatively poor, can not satisfy the needs of building energy conservation.Existing improved energy saving building system is behind pouring concrete construction or the while, remakes the insulation layer of polystyrene foamed material.This traditional job practices operation is more, long in time limit, cost is high, complex process, also occurs layer of concrete easily and is connected unstable problem with insulation layer.In existing improved shear wall structure system, owing on the corner there is the shaped steel skeleton, and because of the shaped steel skeleton can't replace vertical reinforcement now, so the corner exists shaped steel skeleton, vertical reinforcement, transverse reinforcement and stirrup four kind Steel section members, cause corner construction complexity, part complicated part even need cutting board that the problem of reinforcing bar is installed.
(3) summary of the invention
The purpose of this invention is to provide a kind of composite heat insulation concrete shear wall structure system and job practices, solve the insulation of traditional cast-in-situ steel reinforced concrete shear wall structure system, heat insulation, sound insulation property is relatively poor, the energy consumption technical problems of high; Also solve traditional architecture shear wall structure system working procedure, long in time limit, cost is high, the technical problem of complex process.
Technical scheme of the present invention: this composite heat insulation concrete shear wall structure system, comprise basis, body of wall, floor and door and window, it is characterized in that:
Be equipped with the steel frame built-in fitting in the concrete foundation at interval, connect prefabricated polystyrene heat-preservation wall form on the concrete foundation, be connected with cage of reinforcement in the prefabricated polystyrene heat-preservation wall form, and fixedly connected with the steel frame built-in fitting on basis, be provided with bar frame at wall form and position, floor boundary, at the fixedly connected cement board of prefabricated polystyrene heat-preservation wall form lateral surface, compound the building of prefabricated polystyrene heat-preservation wall form and in-situ concrete wall is one;
Prefabricated polystyrene heat-preservation wall form is embedded in its inner cage of reinforcement combination drawknot respectively by both sides between the two and is formed by two parallel being oppositely arranged of polystyrene thermal insulation plate, and the dual-side of polystyrene thermal insulation plate and last bottom have concavo-convex tongue and groove respectively;
Its floor is combined into one by prefabricated polystyrene heat-preservation flute profile template and cast-in-place reinforced concrete floor, prefabricated polystyrene heat-preservation flute profile template has concavo-convex tongue and groove respectively in two sides, elongated built-in shaped steel in two ledges of every prefabricated polystyrene heat-preservation flute profile template, this shaped steel lays respectively at two ledges bottom, and build with the polystyrene material of prefabricated polystyrene heat-preservation flute profile template and to be one, the groove of every prefabricated polystyrene heat-preservation flute profile template is built-in with close girt strip reinforcing bar, with the reinforcing bar in the shear wall, the steel member of polystyrene body of wall one side formwork inboard forms whole cage of reinforcement together, builds with cast-in-place reinforced concrete floor to be one.
Cage of reinforcement in the above-mentioned prefabricated polystyrene heat-preservation wall form is by long along plate and along the transverse reinforcement of plate wide interval setting, be formed by fixedly connecting along the vertical reinforcement of plate hight setting and the steel disc of plate embedded set.
The built-in steel member of above-mentioned polystyrene body of wall one side formwork is L shaped steel disc, and the cross section of this L shaped steel disc is L shaped, one side it is perpendicular to the row's double wedge that has of plate face.
Have a large through-hole and a small through hole on the double wedge of above-mentioned L shaped steel disc, the large through-hole of double wedge is embedded in the plate body, and polystyrene connects inside and outside the hole, and the double wedge outer rim protrudes from the plate face, and small through hole is exposed to the plate body outside.
The job practices of this composite heat insulation concrete shear wall structure system is characterized in that construction sequence:
(1), wall construction:
A, do the basis earlier, place the steel frame built-in fitting at interval;
B, begin to lay prefabricated polystyrene heat-preservation wall form from corner, and with adhesive that prefabricated polystyrene heat-preservation wall form is mutually bonding with concrete foundation;
C, the horizontal stirrup of placement shear wall corner are placed vertical reinforcement then, and are carried out colligation;
D, placement door and window are placed on labeling position and firmly support with door frame;
E, in prefabricated polystyrene heat-preservation wall form and floor intersection location, place vertical stirrup, place horizontal bar and perpendicular muscle again, and colligation is good;
F, on prefabricated polystyrene heat-preservation wall form lateral surface, nail on cement board;
G, the body of wall diagonal brace is fixed on prefabricated polystyrene heat-preservation wall form inboard, regulates levelness and verticality on request;
H, casting reinforced concrete body of wall;
(2), floor slab construction:
I, the prefabricated polystyrene heat-preservation flute profile template of placement, each prefabricated polystyrene heat-preservation flute profile template side is closely agreed with by tongue and groove;
J, installation floor support under prefabricated polystyrene heat-preservation flute profile template, floor supports and is placed on the smooth concrete floor;
K, settle close girt strip reinforcing bar in the groove of prefabricated polystyrene heat-preservation flute profile template, settle the reinforced mesh of floor topping on groove face, and colligation fixes, floor gos deep into the length and the anchoring of the reinforcing bar of body of wall must satisfy code requirement;
L, will need pre-buried various device pipe laying good and fixing;
M, polystyrene body of wall one side formwork is installed in the floor outside, polystyrene body of wall one side formwork is connected connection cement board outside the polystyrene body of wall one side formwork with lower floor prefabricated polystyrene heat-preservation wall form tongue and groove;
N, adjusting body of wall diagonal brace and floor support, and make body of wall and floor meet the requirements of levelness, verticality;
O, fluid concrete;
P, after concrete strength reaches pre-provisioning request, remove floor and support;
Q, repetition above-mentioned steps, all the other floors of constructing;
(3) roof truss is installed
Before r, the top wall cast, the steel member of pre-buried connection roof truss and body of wall in the building top wall;
S, installation roof truss;
T, after one deck body of wall reaches the predetermined strength requirement, can carry out indoor and outdoor decoration, must not wait until after main building is finished and carry out again by the building designing requirement.
Beneficial effect of the present invention: the invention provides a kind of new energy saving building system, all use prefabrication polystyrene heat-preservation template at exterior wall, in family wall and floor, cast-in-situ concrete in template need not be dismantled template, forms permanent thermal insulation concrete shear wall structure system.Improve the insulation of cast-in-situ steel reinforced concrete shear wall structure system, heat insulation, sound insulation property, met the building energy conservation developing direction, and reduced working procedure, shortened the duration, reduced cost, solved the problem of energy saving building complex process.
The present invention utilizes prefabricated polystyrene heat-preservation template to help the horizontal bar location, horizontal bar, and stirrup, vertical muscle and template interact, and reach structural requirement, strengthen the globality of template and cast-in-place concrete structure member simultaneously, and structural seismic performance is strong.
The present invention helps integrated design, modularization production, installation; Help improving build guality; Help accurately controlling the duration; Can realize site operation, dry operation, make concrete construction realize the batch production construction.
The present invention makes the easier energy conservation standard that reaches of building, improves sound insulation, heat insulation, heat-insulating property.Body of wall need not be done insulation layer, percentage of usable dwelling area height in addition.
Body of wall of the present invention location relies on can regulate the diagonal brace location, so need not to establish in addition the shaped steel skeleton in shear wall structure, reinforcement component connects simple, has simplified construction sequence greatly, without cutting board, has accelerated construction speed in the construction.Be applicable to multilayer and small sized multiple story building.
(4) description of drawings
Fig. 1 is that concrete foundation of the present invention is connected embodiment one schematic diagram with prefabricated polystyrene heat-preservation wall form;
Fig. 2 is that concrete foundation of the present invention is connected embodiment two schematic diagrames with prefabricated polystyrene heat-preservation wall form;
Fig. 3 is corner wall plane figure;
Fig. 4 is door and window hole and wall form connection diagram;
Fig. 5 is the cage of reinforcement structural representation in the prefabricated polystyrene heat-preservation wall form;
Fig. 6 is that the bar frame of prefabricated polystyrene heat-preservation wall form and position, floor boundary is arranged schematic diagram;
Fig. 7 is prefabricated polystyrene heat-preservation wall form formwork schematic diagram;
Fig. 8 is the structural representation of insulation floor;
Fig. 9 is an insulation floor installation schematic diagram;
Figure 10 is the integrally-built schematic diagram of insulation floor;
Figure 11 is the shape schematic diagram of steel disc;
Figure 12 is the schematic diagram that the outside of polystyrene body of wall one side formwork connects cement board, fibrous mesh cloth, bed course and surface layer successively;
Figure 13 is the schematic diagram of polystyrene body of wall one side formwork;
Figure 14 is the connection diagram of heat-preserving wall and roof truss.
The 1-concrete foundation, the 2-built-in fitting, the prefabricated polystyrene heat-preservation wall form of 3-, the 4-stirrup, the 5-transverse reinforcement, the 6-vertical reinforcement, the 7-steel disc, the 8-cement board, the 9-door and window, the 10-in-situ concrete wall, the 11-floor, the 12-bar frame, the concavo-convex tongue and groove of 13-, the prefabricated polystyrene heat-preservation flute profile of 14-template, the reinforced concrete floor that 15-is cast-in-place, the built-in shaped steel of 16-, the close girt strip reinforcing bar of 17-, the 18-reinforced mesh, reinforcing bar in the 19-shear wall, 20-L shape steel disc, 21-polystyrene body of wall one side formwork, 22-body of wall diagonal brace, the 23-double wedge, the 24-large through-hole, the 25-small through hole, the 26-fibrous mesh cloth, the 27-bed course, the 28-surface layer, the 29-floor supports, the steel member of 30-roof truss and body of wall, the 31-roof truss.
(5) specific embodiment
Referring to Fig. 1,2,3,5, this composite heat insulation concrete shear wall structure system, in concrete foundation 1, be equipped with steel frame built-in fitting 2 at interval, connect prefabricated polystyrene heat-preservation wall form 3 on the concrete foundation 1, be connected with cage of reinforcement in the prefabricated polystyrene heat-preservation wall form, and fixedly connected with the steel frame built-in fitting 2 on basis.Cage of reinforcement in prefabricated polystyrene heat-preservation wall form 3 has stirrup 4, transverse reinforcement 5, vertical reinforcement 6 and steel disc 7.Prefabricated polystyrene heat-preservation wall form 3 is one with in-situ concrete wall 10 compound building.
Referring to Fig. 4, door and window 9 is connected with prefabricated polystyrene heat-preservation wall form 3.Medial surface at prefabricated polystyrene heat-preservation wall form 3 connects body of wall diagonal brace 22, at the fixedly connected cement board 8 of the lateral surface of prefabricated polystyrene heat-preservation wall form 3.
Referring to Fig. 6,, be equipped with bar frame 12 in the intersection position of prefabricated polystyrene heat-preservation wall form 3 with floor 11.
Referring to Fig. 7, in the middle of the prefabricated polystyrene heat-preservation wall form 3 transverse reinforcement 5 is arranged, at the fixedly connected cement board 8 of the lateral surface of prefabricated polystyrene heat-preservation wall form 3.Prefabricated polystyrene heat-preservation wall form 3 is by two parallel being oppositely arranged of polystyrene thermal insulation plate.The edge of plate body has concavo-convex tongue and groove 13 respectively.
Referring to Fig. 8,9,10, above-mentioned floor 11 is combined into one by prefabricated polystyrene heat-preservation flute profile template 14 and cast-in-place reinforced concrete floor 15, prefabricated polystyrene heat-preservation flute profile template has concavo-convex tongue and groove respectively in two sides, elongated built-in shaped steel 16 in two ledges of every prefabricated polystyrene heat-preservation flute profile template, this shaped steel lays respectively at two ledges bottom, and build with the polystyrene material of prefabricated polystyrene heat-preservation flute profile template and to be one, the groove of every prefabricated polystyrene heat-preservation flute profile template is built-in with close girt strip reinforcing bar 17, be equipped with reinforced mesh 18 on the groove face, build with cast-in-place reinforced concrete floor 15 and be one.
Referring to Figure 10, the reinforcing bar 19 of close girt strip reinforcing bar 17 in the prefabricated polystyrene heat-preservation flute profile template groove in shear wall, the L shaped steel disc 20 of polystyrene body of wall one side formwork 21 inboards form whole cage of reinforcement, build with cast-in-place reinforced concrete floor 15 to be one.
Referring to Figure 11,13, the built-in steel member of polystyrene body of wall one side formwork is L shaped steel disc 20, the cross section of this L shaped steel disc is L shaped, there is row's double wedge 23 on its one side perpendicular to the plate face, have a large through-hole 24 and a small through hole 25 on each double wedge, the large through-hole of double wedge is embedded in the plate body, and polystyrene connects inside and outside the hole, the double wedge outer rim protrudes from the plate face, and small through hole is exposed to the plate body outside.
The job practices of this composite heat insulation concrete shear wall structure system, its concrete construction sequence:
(1), wall construction:
A, referring to Fig. 1,2, the basis should be selected the strip foundation form for use, places the steel frame built-in fitting at a certain distance.The base surface width should be greater than 8 to 10 centimetres of bodies of wall.
B, referring to Fig. 3, begin to lay prefabricated polystyrene heat-preservation wall form from corner, and prefabricated polystyrene heat-preservation wall form is mutually bonding with concrete foundation with the polyurethane foam adhesive, during laying, guarantee the verticality and the levelness of template.
C, the horizontal stirrup of placement shear wall corner are placed vertical reinforcement then, and are carried out colligation.
D, referring to Fig. 4, place door and window 9, door frame be placed on labeling position and firmly support.
E, referring to Fig. 4,6, place straight prefabricated polystyrene heat-preservation wall form 3, in prefabricated polystyrene heat-preservation wall form and floor intersection location, place bar frame 12, and colligation is good.
F, referring to Fig. 7, on prefabricated polystyrene heat-preservation wall form 3 lateral surfaces, nail on cement board 8, the enhancement mode panel stiffness is simultaneously as the exterior plaster basal plane.
G, referring to Fig. 7, body of wall diagonal brace 22 is fixed on prefabricated polystyrene heat-preservation wall form 3 inboards, regulate levelness and verticality on request.
H, casting reinforced concrete body of wall;
(2), floor slab construction:
I, referring to Fig. 9, place prefabricated polystyrene heat-preservation flute profile template 14, each prefabricated polystyrene heat-preservation flute profile template side is closely agreed with by tongue and groove;
J, referring to Fig. 9, support 29 at 14 times installation floors of prefabricated polystyrene heat-preservation flute profile template, vertical adjustable support is installed at a certain distance.Floor supports 29 and is placed on the smooth concrete floor.
K, referring to Fig. 8,10, in the groove of prefabricated polystyrene heat-preservation flute profile template 14, settle girt strip reinforcing bar 17, on groove face, settle the reinforced mesh 18 of floor topping, comprise structure muscle and fixing muscle, and colligation fixes, and floor gos deep into the length and the anchoring of the reinforcing bar of body of wall must satisfy code requirement.
L, will need pre-buried various device pipe laying good and fixing;
M, referring to Fig. 8, polystyrene body of wall one side formwork 21 is installed in the floor outside, polystyrene body of wall one side formwork is connected with lower floor prefabricated polystyrene heat-preservation wall form 3 tongue and grooves.Referring to Figure 12, prefabricated polystyrene wall form 3 is connected cement board 8, fibrous mesh cloth 26, bed course 27 and surface layer 28 with 21 the outside.
N, adjusting body of wall diagonal brace 22 and floor support 29, make body of wall and floor meet the requirements of levelness, verticality;
O, fluid concrete.Pour into a mould from the edge toward middle during cast, concrete is cast evenly, can not pile up at a place.Referring to Fig. 8.
P, after concrete strength reaches pre-provisioning request, remove floor and support;
Q, repetition above-mentioned steps, all the other floors of constructing;
(3) roof truss is installed referring to Figure 14.
Before r, the top wall cast, the steel member 30 of pre-buried connection roof truss and body of wall in the building top wall;
S, installation roof truss 31;
T, after one deck body of wall reaches the predetermined strength requirement, can carry out indoor and outdoor decoration, must not wait until after main building is finished and carry out again by the building designing requirement.
Claims (5)
1, a kind of composite heat insulation concrete shear wall structure system comprises basis, body of wall, floor and door and window, it is characterized in that:
Be equipped with the steel frame built-in fitting in the concrete foundation at interval, connect prefabricated polystyrene heat-preservation wall form on the concrete foundation, be connected with cage of reinforcement in the prefabricated polystyrene heat-preservation wall form, and fixedly connected with the steel frame built-in fitting on basis, be provided with bar frame at wall form and position, floor boundary, at the fixedly connected cement board of prefabricated polystyrene heat-preservation wall form lateral surface, compound the building of prefabricated polystyrene heat-preservation wall form and in-situ concrete wall is one;
Prefabricated polystyrene heat-preservation wall form is embedded in its inner cage of reinforcement combination drawknot respectively by both sides between the two and is formed by two parallel being oppositely arranged of polystyrene thermal insulation plate, and the dual-side of polystyrene thermal insulation plate and last bottom have concavo-convex tongue and groove respectively;
Its floor is combined into one by prefabricated polystyrene heat-preservation flute profile template and cast-in-place reinforced concrete floor, prefabricated polystyrene heat-preservation flute profile template has concavo-convex tongue and groove respectively in two sides, elongated built-in shaped steel in two ledges of every prefabricated polystyrene heat-preservation flute profile template, this shaped steel lays respectively at two ledges bottom, and build with the polystyrene material of prefabricated polystyrene heat-preservation flute profile template and to be one, the groove of every prefabricated polystyrene heat-preservation flute profile template is built-in with close girt strip reinforcing bar, with the reinforcing bar in the shear wall, the steel member of polystyrene body of wall one side formwork inboard forms whole cage of reinforcement together, builds with cast-in-place reinforced concrete floor to be one.
2, composite heat insulation concrete shear wall structure system according to claim 1 is characterized in that: the cage of reinforcement in the described prefabricated polystyrene heat-preservation wall form is by long along plate and along the transverse reinforcement of plate wide interval setting, be formed by fixedly connecting along the vertical reinforcement of plate hight setting and the steel disc of plate embedded set.
3, composite heat insulation concrete shear wall structure system according to claim 1, it is characterized in that: the built-in steel member of described polystyrene body of wall one side formwork is L shaped steel disc, the cross section of this L shaped steel disc is L shaped, one side it is perpendicular to the row's double wedge that has of plate face.
4, composite heat insulation concrete shear wall structure system according to claim 3, it is characterized in that: have a large through-hole and a small through hole on the double wedge of described L shaped steel disc, the large through-hole of double wedge is embedded in the plate body, polystyrene connects inside and outside the hole, the double wedge outer rim protrudes from the plate face, and small through hole is exposed to the plate body outside.
5, a kind of job practices of composite heat insulation concrete shear wall structure system is characterized in that construction sequence:
(1), wall construction:
A, do the basis earlier, place the steel frame built-in fitting at interval;
B, begin to lay prefabricated polystyrene heat-preservation wall form from corner, and with adhesive that prefabricated polystyrene heat-preservation wall form is mutually bonding with concrete foundation;
C, the horizontal stirrup of placement shear wall corner are placed vertical reinforcement then, and are carried out colligation;
D, placement door and window are placed on labeling position and firmly support with door frame;
E, in prefabricated polystyrene heat-preservation wall form and floor intersection location, place vertical stirrup, place horizontal bar and perpendicular muscle again, and colligation is good;
F, on prefabricated polystyrene heat-preservation wall form lateral surface, nail on cement board;
G, the body of wall diagonal brace is fixed on prefabricated polystyrene heat-preservation wall form inboard, regulates levelness and verticality on request;
H, casting reinforced concrete body of wall;
(2), floor slab construction:
I, the prefabricated polystyrene heat-preservation flute profile template of placement, each prefabricated polystyrene heat-preservation flute profile template side is closely agreed with by tongue and groove;
J, installation floor support under prefabricated polystyrene heat-preservation flute profile template, floor supports and is placed on the smooth concrete floor;
K, settle close girt strip reinforcing bar in the groove of prefabricated polystyrene heat-preservation flute profile template, settle the reinforced mesh of floor topping on groove face, and colligation fixes, floor gos deep into the length and the anchoring of the reinforcing bar of body of wall must satisfy code requirement;
L, will need pre-buried various device pipe laying good and fixing;
M, polystyrene body of wall one side formwork is installed in the floor outside, polystyrene body of wall one side formwork is connected connection cement board outside the polystyrene body of wall one side formwork with lower floor prefabricated polystyrene heat-preservation wall form tongue and groove;
N, adjusting body of wall diagonal brace and floor support, and make body of wall and floor meet the requirements of levelness, verticality;
O, fluid concrete;
P, after concrete strength reaches pre-provisioning request, remove floor and support;
Q, repetition above-mentioned steps, all the other floors of constructing;
(3) roof truss is installed
Before r, the top wall cast, the steel member of pre-buried connection roof truss and body of wall in the building top wall;
S, installation roof truss;
T, after one deck body of wall reaches the predetermined strength requirement, can carry out indoor and outdoor decoration, must not wait until after main building is finished and carry out again by the building designing requirement.
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1325734C (en) * | 2005-10-17 | 2007-07-11 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
| CN100424282C (en) * | 2006-04-06 | 2008-10-08 | 陈信孚 | Self-insulating concrete house structural system |
| CN101608480A (en) * | 2008-06-18 | 2009-12-23 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete short-limb shear wall provided and the preparation method of band door and window |
| CN104264872A (en) * | 2014-09-18 | 2015-01-07 | 东莞市万科建筑技术研究有限公司 | Composite cast-in-situ outer wall and construction method thereof |
| CN106437138A (en) * | 2016-09-30 | 2017-02-22 | 沈阳建筑大学 | Assembled wall formwork |
| CN108316469A (en) * | 2018-03-30 | 2018-07-24 | 广州大学 | A kind of prefabrication system and its construction technology |
| CN109944321A (en) * | 2019-04-23 | 2019-06-28 | 北京盛世建业科技有限公司 | Assembled architecture and assembled architecture construction method |
| CN110219366A (en) * | 2019-03-18 | 2019-09-10 | 江西万和建筑科技有限公司 | Assembled architecture heat preserving formwork integral structure and construction method |
| CN110306822A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of historical building exterior wall unit plate with water-proof function |
| CN113585581A (en) * | 2021-08-12 | 2021-11-02 | 中铁二十一局集团第二工程有限公司 | Thatch-like roof construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101565967B (en) * | 2008-04-25 | 2011-08-31 | 谭齐阳 | Composite heat-preservation balcony and construction method thereof |
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- 2004-11-05 CN CN 200410088828 patent/CN1242135C/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1325734C (en) * | 2005-10-17 | 2007-07-11 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
| CN100424282C (en) * | 2006-04-06 | 2008-10-08 | 陈信孚 | Self-insulating concrete house structural system |
| CN101608480A (en) * | 2008-06-18 | 2009-12-23 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete short-limb shear wall provided and the preparation method of band door and window |
| CN104264872A (en) * | 2014-09-18 | 2015-01-07 | 东莞市万科建筑技术研究有限公司 | Composite cast-in-situ outer wall and construction method thereof |
| CN104264872B (en) * | 2014-09-18 | 2017-04-12 | 东莞市万科建筑技术研究有限公司 | Composite cast-in-situ outer wall and construction method thereof |
| CN106437138A (en) * | 2016-09-30 | 2017-02-22 | 沈阳建筑大学 | Assembled wall formwork |
| CN108316469A (en) * | 2018-03-30 | 2018-07-24 | 广州大学 | A kind of prefabrication system and its construction technology |
| CN110219366A (en) * | 2019-03-18 | 2019-09-10 | 江西万和建筑科技有限公司 | Assembled architecture heat preserving formwork integral structure and construction method |
| CN109944321A (en) * | 2019-04-23 | 2019-06-28 | 北京盛世建业科技有限公司 | Assembled architecture and assembled architecture construction method |
| CN110306822A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of historical building exterior wall unit plate with water-proof function |
| CN113585581A (en) * | 2021-08-12 | 2021-11-02 | 中铁二十一局集团第二工程有限公司 | Thatch-like roof construction method |
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