CN103104094B - Construction method of lattice light-gauge steel house - Google Patents
Construction method of lattice light-gauge steel house Download PDFInfo
- Publication number
- CN103104094B CN103104094B CN201010152091.2A CN201010152091A CN103104094B CN 103104094 B CN103104094 B CN 103104094B CN 201010152091 A CN201010152091 A CN 201010152091A CN 103104094 B CN103104094 B CN 103104094B
- Authority
- CN
- China
- Prior art keywords
- light
- steel
- construction method
- concrete
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a construction method of a lattice light-gauge steel house. The construction method of the lattice light-gauge steel house comprises the following steps of foundation treatment, wall body construction, and storied building panel construction. The construction method of the lattice light-gauge steel house is ingenious in design and simple in process, the light-gauge steel house has better structure strength and earthquake resistant property, and construction material cost is reduced. The storied building panels and the wall body are formed by removal-free templates and plaster at a time, and plaster processing is not needed. Metal meshes and cement mortar are combined closely, the quality common faults of hollow bulge and the like caused by traditional secondary plastering are overcome, and additional heat-preservation and thermal-insulation materials and secondary construction procedures are not needed.
Description
Technical field
The present invention relates to a kind of construction method of building, especially a kind of construction method of lattice light-gauge steel house.
Background technology
Current building construction generally can be divided into brick mixed building body structure, reinforced concrete structure (framework, frame are cut, shear wall) and steel work (normal steel structure, lightweight steel construction) by form of structure, wherein lightweight steel construction generally has two kinds of forms, is respectively cold-formed thin-walled C steel structure and light-wall pipe purlin lightweight steel construction.Light steel structure house is the advantage such as wall is thin, light weight, installation rate are fast, anti-seismic performance good, pipeline arrangement convenience owing to having, and is at home and abroad widely used in low layer and multistoried building.
The light steel house of tradition is in actual applications because its many performance indications and ordinary concrete or masonry structure still have larger gap, so be difficult to allow user accept completely, the heat preservation and soundproof weak effect of such as floor and roof panel, when people walks on floor, floor easily trembles, when raining, roof panel noise is large, and floor feels shaky etc.; In addition, the floor of traditional lightweight steel construction and the installation procedure complexity of roof panel, cost is high.
Light steel structure house is made up of the part such as body of wall, building panel.Traditional body of wall and building panel formwork way first prop up bed die (with punching block or wooden model), and brush release agent, then concreting, reach form removal again after some strength until concrete, have enough to meet the need as secondary.This construction technology is due to formwork form removal twice, in addition concrete setting is waited in the middle of, need the long period, in addition due to the impact of concrete match ratio when construction environment (temperature and humidity), striking time is difficult to accurate assurance, easily causes the common quality defects such as concrete component losing fangle, pitted skin, dew muscle when form removal.Due to the existence of these common quality defects, can cause again after plastering at the bottom of plate and form hollowing phenomenon, use to ornament and bring problem.
Application number is the construction method that the Chinese patent application of 2009103028467.X discloses a kind of lightweight steel construction floor: step one, the light steel skeleton top of body of wall erection square steel pipe, by the two end supports of two string ladder beam on the square steel pipe at body of wall top, both sides, the upper and lower chord member of two string ladder beam lays respectively at the upper and lower of square steel pipe, and two string ladder beam is intervally arranged on flooring by design; Step 2, two string ladder beam be equipped with the die-cut expansion of muscle draw in the net, with self-tapping screw connect above-mentioned both; Step 3, have the die-cut expansion of muscle draw in the net on cast-in-place concrete, formed concrete cast surface layer.Application number be 200910302847.4 China application discloses that a kind of construction method of lightweight steel construction body of wall, scalariform post both sides connect non-dismantling formwork net, fill concrete pouring layer in wall body construction cavity, and then smear cement mortar outside non-dismantling formwork net.The first cast wall of the method, then cement mortar is smeared inside and outside body of wall.Above-mentioned two kinds of construction methods due to reasons such as casting qualities, after smear mortar and very easily form the common quality defect such as hollowing, crack.Simultaneously owing to adopting ordinary concrete as deck, reach the requirement of national compulsory heat preservation energy-saving also needs to increase other heat insulation measure.
Summary of the invention
The object of this invention is to provide a kind of construction method of lattice light-gauge steel house.This construction method is skillfully constructed, simple process, makes light steel house have better structural strength and anti-seismic performance; Building panel and body of wall realize non-dismantling formwork and plaster one-shot forming, do not need to remake process of plastering; Wire lath is combined closely with cement mortar, overcomes traditional secondary and to plaster the common quality defects such as the hollowing that easily formed; Without the need to additional heat preserving and insulating material and secondary construction sequence.
For achieving the above object, the technical solution adopted for the present invention to solve the technical problems is:
A construction method for lattice light-gauge steel house, comprises the following steps:
A, based process:
A1, by designing requirement construction basis;
A2, light steel quarter bend and standard connector are fixed together formation light steel keel frame, described light steel keel frame is installed on basis;
A3, by designing requirement, hydroelectric facility pipeline is installed;
B, wall construction:
B1, to be fixedly connected with in light steel keel frame both sides and to exempt to tear wire lath open;
B2, smear cement mortar exempting to tear open outside wire lath, form non-dismantling formwork;
B3, between non-dismantling formwork light filling concrete;
C, building panel are constructed:
C1, to be propped up by load steel frame and be located on supporting member, its spacing is by designing requirement arrangement;
C2, be fixedly connected with bottom-side metal net in the bottom surface of load steel frame;
C3, there is light heat insulation material at load steel frame gap-fill;
C4, smear cement mortar in the bottom of bottom-side metal net, form cement sand bed;
C5, between light heat insulation material and load steel frame filling concrete mortar, form steel frame side cement mortar protective course;
C6, be fixedly connected with topside metal net at load steel frame end face;
C7, at the online cast-in-place light weight aggregate concrete of topside metal.
As preferred embodiment, in described step b3, in light steel keel frame, inject filler, form light steel quarter bend-concrete composite component.
As preferred embodiment, in described step c5, in load steel frame, inject filler, form light steel quarter bend-concrete composite component.
As preferred embodiment, the sheet post of described light steel quarter bend is arranged in body of wall, and the beam of light steel quarter bend is arranged in building panel.
As preferred embodiment, described filler is selected from the one in cement paste, cement and flying ash grout, cement mortar or foam concrete.
As preferred embodiment, described filler adopts mud jacking or grouting way to inject.
As preferred embodiment, in described step a2, light steel quarter bend and standard connector are that steel plate is made by designing requirement.
As preferred embodiment, described in exempt to tear open that wire lath, bottom-side metal net and topside metal net are woven wire cloths, welded wire net, metal lath, metal sheet have muscle to expand to draw in the net or metal sheet has one in muscle expansion web.
As preferred embodiment, in described step c7, after the online cast-in-place light weight aggregate concrete of topside metal, directly do flooring pave-load layer at cast-in-place light weight aggregate concrete upper surface.
As preferred embodiment, in described step c7, after the online cast-in-place light weight aggregate concrete of topside metal, directly do roof waterproof layer at cast-in-place light weight aggregate concrete upper surface.
Adopt technique scheme, key is:
1, method of the present invention is fixedly connected with bottom-side metal net in the bottom surface of load steel frame, then smear (or spray) cement mortar formation cement metal net non-dismantling formwork at bottom-side metal net bottom; Install in light steel keel frame both sides and exempt to tear wire lath open, then smear (or spray) cement mortar exempting to tear open outside wire lath and form non-dismantling formwork.The method does not need formwork, the form removal of traditional handicraft, and cement mortar is short for time of setting, has saved the construction period;
2, do not need to remake process of plastering, wire lath is combined closely with cement, overcomes traditional secondary and plasters and easily form the common quality defect of hollowing.
3, adopt light heat insulation material, disposablely can reach the requirement of national compulsory heat preservation energy-saving.
4, traditional light steel structure house is owing to can not solve the problem of effective air-isolation, and the light steel tubing adopted must at plating zinc on surface, and material cost comparatively black pipe material improves 30%-40%.The light steel tubing of the present invention is all arranged in body of wall and building panel, and is also pressed into cement mortar or foam concrete in light steel quarter bend.Therefore, light steel quarter bend completely and air effectively isolate, without the need to also ensureing that building meets national current design criteria code requirement at plating zinc on surface, greatly saved construction material cost.
5, practice and experiment prove, adopt solid component to have better strength and stiffness than hollow unit.The present invention utilizes this principle, in light steel quarter bend, pour into filler, forms light steel quarter bend-concrete composite component.The mechanical property of light steel quarter bend can be strengthened like this, make light steel house have better structural strength and anti-seismic performance.
Beneficial effect of the present invention is:
1, do not need formwork, the form removal of traditional handicraft, cement mortar is short for time of setting, has saved the construction period.
2, do not need to remake process of plastering, wire lath is combined closely with cement, overcomes traditional secondary and plasters and easily form the common quality defect of hollowing.
3, adopt light heat insulation material, disposablely can reach the requirement of national compulsory heat preservation energy-saving, without the need to additional heat preserving and insulating material and secondary construction sequence.
4, improve structural strength and the anti-seismic performance in house, reduce house building material cost.
Accompanying drawing explanation
Examples of the present invention will be described by way of reference to the accompanying drawings, wherein:
Fig. 1 is metope structure schematic diagram of the present invention;
Fig. 2 is the sectional view along A-A line in Fig. 1;
Fig. 3 is building panel structural representation of the present invention;
Fig. 4 is the sectional view along A-A line in Fig. 3;
Mark in figure: 1 be load steel frame, 2 be bottom-side metal net, 3 be cement mortar, 4 be light heat insulation material, 5 be cement mortar protective course, 6 be topside metal net, 7 be light weight aggregate concrete, 8 be tapping screw, 9 be supporting member, 10 be light steel keel frame, 11 for exempting to tear open wire lath, 12 for being light weight concrete construction to draw piece, 13,14 being filler.
Detailed description of the invention
All features disclosed in this manual, or the step in disclosed all methods or process, except mutually exclusive feature and/or step, all can combine by any way.
Arbitrary feature disclosed in this manual (comprising any accessory claim, summary and accompanying drawing), unless specifically stated otherwise, all can be replaced by other equivalences or the alternative features with similar object.That is, unless specifically stated otherwise, each feature is an example in a series of equivalence or similar characteristics.
Embodiment 1: as Figure 1-4, a kind of construction method of lattice light-gauge steel house, comprises the following steps:
A, based process:
A1, by designing requirement construction basis;
A2, light steel quarter bend and standard connector are fixed together formation light steel keel frame, described light steel keel frame is installed on basis;
A3, by designing requirement, hydroelectric facility pipeline is installed;
B, wall construction:
B1, to be fixedly connected with in light steel keel frame both sides and to exempt to tear wire lath open;
B2, smear cement mortar exempting to tear open outside wire lath, form non-dismantling formwork;
B3, between non-dismantling formwork light filling concrete;
C, building panel are constructed:
C1, to be propped up by load steel frame and be located on supporting member, its spacing is by designing requirement arrangement;
C2, be fixedly connected with bottom-side metal net in the bottom surface of load steel frame;
C3, there is light heat insulation material at load steel frame gap-fill;
C4, smear cement mortar in the bottom of bottom-side metal net, form cement sand bed;
C5, between light heat insulation material and load steel frame filling concrete mortar, form steel frame side cement mortar protective course;
C6, be fixedly connected with topside metal net at load steel frame end face;
C7, at the online cast-in-place light weight aggregate concrete of topside metal.
In described step b3, in light steel keel frame, inject filler, form light steel quarter bend-concrete composite component.In described step c5, in load steel frame, inject filler, form light steel quarter bend-concrete composite component.The sheet post of described light steel quarter bend is arranged in body of wall, and the beam of light steel quarter bend is arranged in building panel.Described filler is selected from the one in cement paste, cement and flying ash grout, cement mortar or foam concrete.Described filler adopts mud jacking or grouting way to inject.In described step a2, light steel quarter bend and standard connector are that steel plate is made by designing requirement.Describedly exempt to tear open that wire lath, bottom-side metal net and topside metal net are woven wire cloths, welded wire net, metal lath, metal sheet have muscle to expand to draw in the net or metal sheet has one in muscle expansion web.In described step c7, after the online cast-in-place light weight aggregate concrete of topside metal, directly do flooring pave-load layer and roof waterproof layer at cast-in-place light weight aggregate concrete upper surface.
Embodiment 2: as shown in Figure 1, 2, a kind of construction method of lattice light-gauge steel house, comprises the following steps:
A, based process:
A1, by designing requirement construction basis;
A2, light steel quarter bend and standard connector are fixed together formation light steel keel frame, described light steel keel frame is installed on basis;
A3, by designing requirement, hydroelectric facility pipeline is installed;
B, wall construction:
B1, to be fixedly connected with in light steel keel frame both sides and to exempt to tear wire lath open;
B2, smear cement mortar exempting to tear open outside wire lath, form non-dismantling formwork;
B3, between non-dismantling formwork light filling concrete;
B4, in light steel quarter bend, pour into filler, form light steel quarter bend-concrete composite component.
C, building panel are constructed:
C1, to be propped up by load steel frame and be located on supporting member, its spacing is by designing requirement arrangement;
C2, be fixedly connected with bottom-side metal net in the bottom surface of load steel frame;
C3, there is light heat insulation material at load steel frame gap-fill;
C4, smear cement mortar in the bottom of bottom-side metal net, form cement sand bed;
C5, between light heat insulation material and load steel frame filling concrete mortar, formed cement mortar protective course;
C6, in light steel quarter bend, pour into filler, form light steel quarter bend-concrete composite component.
C7, be fixedly connected with topside metal net at load steel frame end face;
C8, at the online cast-in-place light weight aggregate concrete of topside metal.
As preferably, in described step a2, light steel quarter bend and standard connector are that steel plate is made by designing requirement.Describedly exempt to tear open that wire lath, bottom-side metal net and topside metal net are woven wire cloths, welded wire net, metal lath, metal sheet have muscle to expand to draw in the net or metal sheet has one in muscle expansion web.In described step c7, after the online cast-in-place light weight aggregate concrete of topside metal, can directly do flooring pave-load layer or roof waterproof layer at cast-in-place light weight aggregate concrete upper surface.The sheet post of described light steel quarter bend is arranged in body of wall, and the beam of light steel quarter bend is arranged in building panel.
Light weight concrete construction is foam concrete or the light weight aggregate concrete of cast-in-site.Between non-dismantling formwork after light filling concrete, outside non-dismantling formwork, do wall face decorating layer.Gap between light heat insulation material and load steel frame is no less than 20 ㎜.After the online cast-in-place light weight aggregate concrete of topside metal, do flooring pave-load layer and roof waterproof layer at cast-in-place light weight aggregate concrete upper surface.
The present invention is not limited to aforesaid detailed description of the invention.The present invention expands to any new feature of disclosing in this manual or any combination newly, and the step of the arbitrary new method disclosed or process or any combination newly.
Claims (10)
1. a construction method for lattice light-gauge steel house, is characterized in that comprising the following steps:
A, based process:
A1, by designing requirement construction basis;
A2, light steel quarter bend and standard connector are fixed together formation light steel keel frame, described light steel keel frame is installed on basis;
A3, by designing requirement, hydroelectric facility pipeline is installed;
B, wall construction:
B1, to be fixedly connected with in light steel keel frame both sides and to exempt to tear wire lath open;
B2, smear cement mortar exempting to tear open outside wire lath, form non-dismantling formwork;
B3, between non-dismantling formwork light filling concrete;
C, building panel are constructed:
C1, to be propped up by load steel frame and be located on supporting member, its spacing is by designing requirement arrangement;
C2, be fixedly connected with bottom-side metal net in the bottom surface of load steel frame;
C3, there is light heat insulation material at load steel frame gap-fill;
C4, smear cement mortar in the bottom of bottom-side metal net, form cement sand bed;
C5, between light heat insulation material and load steel frame filling concrete mortar, form steel frame side cement mortar protective course;
C6, be fixedly connected with topside metal net at load steel frame end face;
C7, at the online cast-in-place light weight aggregate concrete of topside metal.
2. the construction method of a kind of lattice light-gauge steel house according to claim 1, is characterized in that: in described step b3, between non-dismantling formwork after light filling concrete, in light steel keel frame, injects filler, forms light steel quarter bend-concrete composite component.
3. the construction method of a kind of lattice light-gauge steel house according to claim 1, it is characterized in that: in described step c5, between light heat insulation material and load steel frame after filling concrete mortar, in load steel frame, inject filler, form light steel quarter bend-concrete composite component.
4. the construction method of a kind of lattice light-gauge steel house according to claim 1, is characterized in that: the sheet post of described light steel quarter bend is arranged in body of wall, and the beam of light steel quarter bend is arranged in building panel.
5. the construction method of a kind of lattice light-gauge steel house according to Claims 2 or 3, is characterized in that: described filler is selected from the one in cement paste, cement and flying ash grout, cement mortar or foam concrete.
6. the construction method of a kind of lattice light-gauge steel house according to Claims 2 or 3, is characterized in that: described filler adopts mud jacking or grouting way to inject.
7., according to the construction method of the arbitrary described a kind of lattice light-gauge steel house of claim 1-4, it is characterized in that: in described step a2, light steel quarter bend and standard connector are that steel plate is made by designing requirement.
8., according to the construction method of the arbitrary described a kind of lattice light-gauge steel house of claim 1-4, it is characterized in that: described in exempt to tear open that wire lath, bottom-side metal net and topside metal net are woven wire cloths, welded wire net, metal lath, metal sheet have muscle to expand to draw in the net or metal sheet has one in muscle expansion web.
9., according to the construction method of the arbitrary described a kind of lattice light-gauge steel house of claim 1-4, it is characterized in that: in described step c7, after the online cast-in-place light weight aggregate concrete of topside metal, directly do flooring pave-load layer at cast-in-place light weight aggregate concrete upper surface.
10., according to the construction method of the arbitrary described a kind of lattice light-gauge steel house of claim 1-4, it is characterized in that: in described step c7, after the online cast-in-place light weight aggregate concrete of topside metal, directly do roof waterproof layer at cast-in-place light weight aggregate concrete upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010152091.2A CN103104094B (en) | 2010-04-21 | 2010-04-21 | Construction method of lattice light-gauge steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010152091.2A CN103104094B (en) | 2010-04-21 | 2010-04-21 | Construction method of lattice light-gauge steel house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103104094A CN103104094A (en) | 2013-05-15 |
| CN103104094B true CN103104094B (en) | 2015-04-15 |
Family
ID=48312263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010152091.2A Expired - Fee Related CN103104094B (en) | 2010-04-21 | 2010-04-21 | Construction method of lattice light-gauge steel house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103104094B (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883026B (en) * | 2014-03-20 | 2015-12-02 | 中国建筑第二工程局有限公司 | Construction method of green energy-saving cast-in-situ heat-insulation composite external wall system |
| CN103866885B (en) * | 2014-03-20 | 2016-03-09 | 中国建筑第二工程局有限公司 | Construction method of energy-saving heat-insulating structure of lighting window |
| CN103835413B (en) * | 2014-03-21 | 2016-11-09 | 北京工业大学 | Covered with Angles silk screen Mortar Plates in-line frame foamed concrete bearing wall and the practice |
| CN103835404B (en) * | 2014-03-21 | 2016-07-20 | 北京工业大学 | Covered with Angles silk screen Mortar Plates L-shaped frame foamed concrete bearing wall and the practice |
| CN103835403B (en) * | 2014-03-21 | 2016-08-17 | 北京工业大学 | Covered with Angles silk screen Mortar Plates T-shaped frame foamed concrete bearing wall and the practice |
| CN103835414B (en) * | 2014-03-21 | 2016-11-09 | 北京工业大学 | Covered with Angles silk screen Mortar Plates Z-shaped-frame foamed concrete bearing wall and the practice |
| CN103883041A (en) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | Externally-coated steel wire gauze mortar plate foamed concrete Z-shaped energy-saving bearing wall and manufacturing method |
| CN103835401B (en) * | 2014-03-21 | 2016-11-02 | 北京工业大学 | Covered with Angles silk screen Mortar Plates cross-frame foamed concrete bearing wall and the practice |
| CN104018602A (en) * | 2014-03-21 | 2014-09-03 | 北京工业大学 | Foamed concrete I-shaped energy-saving load bearing wall with externally covered steel wire mesh mortar boards and manufacturing method of load bearing wall |
| CN103938767B (en) * | 2014-03-21 | 2017-02-22 | 北京工业大学 | Trough type energy-saving bearing wall externally wrapped by steel wire mesh mortar plates and foamed concrete |
| CN103883042A (en) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | Externally-coated steel wire gauze mortar plate foamed concrete line-shaped energy-saving bearing wall and manufacturing method |
| CN104775621A (en) * | 2015-04-23 | 2015-07-15 | 奥克森（北京）新材料科技有限公司 | Building formwork constructing method |
| EA201990970A1 (en) * | 2016-10-17 | 2019-10-31 | WALL ASSEMBLY SYSTEM WITH COMBINED COLUMNS OF DRY CONSTRUCTION AND METHOD FOR BUILDING A WALL | |
| CN106894539A (en) * | 2017-03-15 | 2017-06-27 | 威信广厦模块住宅工业有限公司 | A kind of prefabricated bearing wall |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070008362A (en) * | 2005-07-12 | 2007-01-17 | 유겐가이샤 아르테 | Method for manufacturing building foundation corner wall material using outside thermal insulation wall material, building foundation corner wall material thereof, and method for assembling building foundation corner sections |
| CN101845852A (en) * | 2010-06-24 | 2010-09-29 | 中国建筑技术集团有限公司 | Light steel and light concrete structural system and construction method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2281212B1 (en) * | 2002-11-18 | 2008-08-16 | Sistemas Industrializados Barcons, S.L. | IMPROVEMENTS IN THE CONSTRUCTION SYSTEMS OF STRUCTURES OF CONCRETE CONCRETE OR OTHER MATERIAL THROUGH MODULAR AND INTEGRAL HANDLING OF HIGH PRECISION. |
-
2010
- 2010-04-21 CN CN201010152091.2A patent/CN103104094B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070008362A (en) * | 2005-07-12 | 2007-01-17 | 유겐가이샤 아르테 | Method for manufacturing building foundation corner wall material using outside thermal insulation wall material, building foundation corner wall material thereof, and method for assembling building foundation corner sections |
| CN101845852A (en) * | 2010-06-24 | 2010-09-29 | 中国建筑技术集团有限公司 | Light steel and light concrete structural system and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103104094A (en) | 2013-05-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103104094B (en) | Construction method of lattice light-gauge steel house | |
| CN103061432B (en) | The construction method of light energy-saving thermal insulation non-bearing wall body | |
| CN106121107B (en) | Assemble type concrete slab and its plate dry type connection method | |
| CN105421818B (en) | Built-in steel Standard house | |
| CN105804292A (en) | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof | |
| CN204531076U (en) | Light steel latticework cast-in-place foamed concrete combined wall | |
| CN215253698U (en) | Ceramsite foam concrete exterior wall hanging plate in assembly type building | |
| CN103603445B (en) | A kind of power consumption steel frame building block infilled wall | |
| CN102003080A (en) | Anti-seismic reinforcing structure and method of old brickwork building | |
| CN105003020A (en) | Ceramsite concrete metal net rack light wallboard and splicing structure thereof | |
| CN106522359A (en) | Total-prefabricated rural residential class composite wall structure system and construction method thereof | |
| CN103266686B (en) | Inflatable skeleton filling wall | |
| CN2931627Y (en) | Frame and wall plate combined building | |
| CN113931352B (en) | Composite heat-insulating wall containing high-ductility solid waste base disassembly-free template and preparation method thereof | |
| CN205116541U (en) | Foaming light aggregate concrete partition plate | |
| CN201713965U (en) | Lightweight, energy-saving and heat-insulating non-bearing wall body | |
| CN201377121Y (en) | Entirely-poured concrete house | |
| RU121831U1 (en) | BUILDING FRAME (OPTIONS) | |
| CN102535847B (en) | Method for constructing gypsum self-insulation outer wall block masonry | |
| CN201459966U (en) | Self-insulation wall structure for building | |
| CN107724596B (en) | Partially prefabricated sandwich wallboard, wall structure thereof and building | |
| CN212897011U (en) | Disassembly-free heat-insulation wall structure | |
| CN204139380U (en) | Non-form removal lightweight inner partition wall plate | |
| CN107246106A (en) | A kind of surface cuts shaping haydite concrete prefabricated panel | |
| CN207892081U (en) | One body composite board T shape walls of Fast Installation heat insulation decorative load-bearing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150415 Termination date: 20210421 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |