CN101029506A - Universal building-block cast-in-situs gypsum wall antiknock house and its construction - Google Patents
Universal building-block cast-in-situs gypsum wall antiknock house and its construction Download PDFInfo
- Publication number
- CN101029506A CN101029506A CN 200710200369 CN200710200369A CN101029506A CN 101029506 A CN101029506 A CN 101029506A CN 200710200369 CN200710200369 CN 200710200369 CN 200710200369 A CN200710200369 A CN 200710200369A CN 101029506 A CN101029506 A CN 101029506A
- Authority
- CN
- China
- Prior art keywords
- wall
- block
- universal building
- cast
- house
- 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.)
- Granted
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
This invention is a wall of aseismatic house and its construction method. The wall includes inner part and two surfaces. The inner part is built by prefabricated blocks and reinforce bars. Reinforce bars are vertically put into the wall between two block layers. The two surface of the wall are cast by gesso slurry with at least one end of the reinforce bars in. Gesso slurry is also injected into the layer of reinforce bars between two block layers.
Description
Technical field
The present invention relates to the technical field of wall and anti-vibration house and job practices thereof, is a kind of universal building-block cast-in-situs gypsum wall and anti-vibration house and job practices thereof.
Background technology
China is the multiple country of earthquake, and people's life and property loss that earthquake causes are very serious.Xinjiang is China's earthquake-prone region, and ruinous earthquake 34 times takes place in Xinjiang since 1996, causes 327 people's death, and the people is injured surplus in the of 5000, more than 3,500,000,000 yuan of direct economic loss.6.8 grades of violent earthquakes took place in Bachu in 2003, caused 268 people's death, 13.7 hundred million yuans of direct economic losses.According to the preliminary statistics, because the economic loss that house collapse causes accounts for more than 80% of direct economic loss.
Xinjiang is located in China " three Norths " area, and high mountain is encircled all around, the desert vastness, and vast in territory, geographical environment is special, and natural conditions are abominable.Winter cold, the heating phase is long; The sweltering heat in summer, the temperature difference is bigger.Poor problem is an ecological environment problem in a sense, the generation of poverty status and the size of poor degree and state of ecological environment have extremely close relation, and poor vicious circle of degenerating with ecological environment is the major reason that causes the non-sustainable development of poor regional economy society.Studies show that in a large number the poorest population lives in that the ecological recovery ability is minimum, the serious area of environmental disruption, poor existence causes the deterioration of the ecological environment, and the deterioration of the ecological environment causes poor aggravation.
At present, state, three ground, South Sinkiang, Xinjiang just has 440,000 people from family to live below the poverty line.The poor problem of this area and ecological environment problem weave in may be defined as the poverty of environmental constraints type.The live in peace construction cost in house of existing antidetonation is all higher, and the resident of poverty-stricken area is building the antidetonation affordable housing behind the house, from living in that time of new house, thoroughly its all or bear a large amount of debts, therefore what cause having shaken off poverty returns to poverty, and the transformation that will shake off poverty is exceptionally poverty-stricken.
Summary of the invention
The invention provides a kind of universal building-block cast-in-situs gypsum wall and anti-vibration house and job practices thereof, the deficiency that it has overcome prior art has reasonable and compact in structure, job practices is easy, cost is cheap relatively, the advantage of structural seismic, environmental protection.
One of technical scheme of invention is achieved like this: a kind of universal building-block cast-in-situs gypsum wall, comprise body of wall, interior walls and external wall, body of wall is alternately formed according to stacked block mutually by universal building-block and rib, rib is vertically being positioned between upper strata universal building-block and the lower floor's universal building-block perpendicular to the body of wall state, inside and outside interior walls and the external wall of body of wall all is to form by calcium plaster is cast-in-place, at least one end of rib places interior walls or/and in the external wall, the cast-in-situs gypsum slurry is arranged all in the gap between rib, upper strata universal building-block, lower floor's universal building-block.
Two of technical scheme of the present invention is achieved like this: a kind of anti-vibration house, comprise house foundation, house wall and roof, and house wall adopts above-mentioned universal building-block cast-in-situs gypsum wall.
Three of technical scheme of the present invention is achieved like this: a kind of job practices of above-mentioned universal building-block cast-in-situs gypsum wall, and it is undertaken by following step:
First step template is installed, and template is installed and between template and body of wall the slit is arranged in the body of wall both sides of the first step;
The second step wall construction alternately forms body of wall according to stacked block mutually by universal building-block and rib;
The 3rd step cast-in-situs gypsum slurry pours into the slit between template and the body of wall with the calcium plaster for preparing and flows in the gap between rib, upper strata universal building-block, the lower floor's universal building-block, and the demoulding just obtains universal building-block cast-in-situs gypsum wall after calcium plaster solidifies.
Four of technical scheme of the present invention is achieved like this: a kind of job practices of above-mentioned anti-vibration house, comprise house foundation construction, house wall construction and roof construction, and its house wall construction is undertaken by following step:
First step template is installed, and template is installed and needed slit is arranged between template and body of wall in the body of wall both sides of the first step;
The second step wall construction alternately forms body of wall according to stacked block mutually by universal building-block and rib;
The 3rd step obtained universal building-block cast-in-situs gypsum wall, the calcium plaster for preparing poured into the slit between template and the body of wall and flow in the gap between rib, upper strata universal building-block, the lower floor's universal building-block, the demoulding just obtains universal building-block cast-in-situs gypsum wall after calcium plaster solidifies.
Be further optimization and/or selection below to technique scheme:
Above-mentioned rib and upper strata universal building-block are or/and can be placed with horizontal lacing wire along body of wall between lower floor's universal building-block.
Above-mentioned horizontal lacing wire can be adopted more than one in glass fabric, wire gauze, plastic baling band and the plant bar.
Above-mentioned rib can adopt plant bar or other alternative rod-like articles or netted object or strap-like objects.
Above-mentioned calcium plaster can be formulated by gypsum, lime, Sha Heshui, wherein, gypsum, lime, sand be by weight 5 to 10: 0 to 1: 0 to 4, the cumulative volume of gypsum, lime and sand and the volume ratio of water be 0.8 to 1.2: 0.8 to 1.2.
Above-mentioned roof can comprise wood purlin and shop reed mat, on the universal building-block cast-in-situs gypsum wall top wood purlin is installed, at wood purlin upper berth reed mat; Water calcium plaster on the reed mat and flow in the slit between reed mat, the wood purlin and make reed mat and wood purlin place calcium plaster, the demoulding just obtains the cast-in-situs gypsum roof after calcium plaster solidifies.
Above-mentioned roof job practices can be undertaken by following step:
First step template is installed, and needed slit is arranged in mounting template below the wood purlin and between template and wood purlin;
The second step wood purlin and reed mat are installed, and wood purlin are installed, at wood purlin upper berth reed mat on the universal building-block cast-in-situs gypsum wall top;
The 3rd step obtained the cast-in-situs gypsum roof, watered the calcium plaster for preparing on the reed mat and flow in the slit between reed mat, wood purlin, the template to make reed mat and wood purlin place calcium plaster, and the demoulding just obtains the cast-in-situs gypsum roof after calcium plaster solidifies.
The present invention has following characteristics:
1, anti-seismic performance is good.Because adopt calcium plaster cast-in-place, overall structure is good, spatial behaviour is strong, and the house has bigger earthquake energy ability and the anti-ability of collapsing.Its good anti-seismic performance is well verified in the shaketalle test in early stage.
2, cost of a building is low, remarkable in economical benefits.The present invention can adopt sun-dried mud brick piece and cheap plaster of Paris in a large number, and speed of application is fast, and the worker consumes few, compares with the common brick wooden construction, and every square metre of civil engineering cost can reduce by 40～50%.
3, energy-saving effect is good, and dwelling environment is good.Adopt the sun-dried mud brick piece to have excellent heat insulation performance and bigger heat storage performance, the house is cool in summer and warm in winter, and the thick exterior wall of 430mm to 280mm can satisfy the existing energy-conserving construction wall required standard of each department country; Secondly, gypsum and sun-dried mud brick piece all have respiratory function, can regulate indoor humidity, and pollution-free, belong to the green ecological material, and dwelling environment is good.
4, technology is simple, and speed of application is fast.Job practices of the present invention is simple, and flexible operation both can large-area construction, also can single family construction; Because gypsum sets is fast, the demoulding is early compared with traditional post and panel structure, and the duration can shorten 1/3rd.
5, social environment benefit is obvious.Can save a large amount of timber, every square metre of building area is about 0.0835 cube with amount of wood, this is for the forest cover Xinjiang region that constantly expansion of area, frequent natural calamity, environment pollution, ecological environment worsens day by day of being destroyed, desertify, and is significant.
In sum, structure collection shock resistance of the present invention is strong, cheap, heat preservation energy-saving, durable comfortable, construction is convenient is one, and has green ecological, reusable, social environment benefit's outstanding feature.The present invention is not only applicable to the construction in regional newly-built antidetonation local-style dwelling houses such as Xinjiang and house, and is applicable to the seismic hardening and the transformation and newly-built in earthquake prone areas house and history culture block earth building except that Xinjiang.
Description of drawings
Accompanying drawing 2 is the node structure schematic diagram of the embodiment of the invention 2,
Accompanying drawing 3 is the node structure schematic diagram of the embodiment of the invention 5,
Accompanying drawing 4 is the node structure schematic diagram of the embodiment of the invention 8,
Coding in the accompanying drawing is respectively: 1 is building block, and 2 is rib, and 3 is horizontal lacing wire.
The specific embodiment
The present invention is not subjected to the restriction of following embodiment, can determine concrete embodiment according to the technical scheme and the actual conditions of the invention described above.
Below in conjunction with embodiment the present invention is done further argumentation:
Embodiment 4, and as shown in Figure 2, embodiment 4 is with the difference of embodiment 2: the horizontal lacing wire of embodiment 4 is adopted 3 and used glass fabric.
Embodiment 5, and this universal building-block cast-in-situs gypsum wall is dihedral wall or curved wall, and shown in accompanying drawing 2 and 3, embodiment 5 is with the difference of embodiment 2: the horizontal lacing wire 3 of embodiment 5 is mutual lapping together at the dihedral place of body of wall.
Embodiment 6, and this universal building-block cast-in-situs gypsum wall is dihedral wall or curved wall, and shown in accompanying drawing 2 and 3, embodiment 6 is with the difference of embodiment 3: the horizontal lacing wire 3 of embodiment 6 is mutual lapping together at the dihedral place or the arc place of body of wall.
Embodiment 7, and this universal building-block cast-in-situs gypsum wall is dihedral wall or curved wall, and shown in accompanying drawing 2 and 3, embodiment 7 is with the difference of embodiment 4: the horizontal lacing wire 3 of embodiment 7 is mutual lapping together at the dihedral place or the arc place of body of wall.
Embodiment 8, and this universal building-block cast-in-situs gypsum wall is a T shape wall, and shown in accompanying drawing 2 and 4, embodiment 8 is with the difference of embodiment 2: the horizontal lacing wire 3 of embodiment 8 is mutual lapping together at the T of body of wall shape place.
Embodiment 9, and this universal building-block cast-in-situs gypsum wall is a T shape wall, and shown in accompanying drawing 2 and 4, embodiment 9 is with the difference of embodiment 3: the horizontal lacing wire 3 of embodiment 9 is mutual lapping together at the T of body of wall shape place.
Embodiment 10, and this universal building-block cast-in-situs gypsum wall is a T shape wall, and shown in accompanying drawing 2 and 4, embodiment 10 is with the difference of embodiment 4: the horizontal lacing wire 3 of embodiment 10 is mutual lapping together at the T of body of wall shape place.
In embodiment 1 to 10: rib can adopt plant bar or other alternative rod-like articles or netted object or strap-like objects, for example: cotton bar, reed, chaste tree, batten, bamboo bar etc., but also can adopt other rod-like articles as required, for example: plastic bar etc. with intensity.
Calcium plaster can be formulated by gypsum, lime, Sha Heshui, wherein: gypsum, lime, sand be by weight 5 to 10: 0 to 1: 0 to 4, for example: calcium plaster can be only formulated by gypsum and water, gypsum, lime, sand can be 5: 1: 4 or 10: 1: 4 or 5: 0: 4 or 5: 1: 0 by weight, and its concrete weight ratio can be determined according to actual needs; The cumulative volume of gypsum, lime and sand and the volume ratio of water be 0.8 to 1.2: 0.8 to 1.2, for example: volume ratio can be 0.8: 1.2 or 1.2: 0.8 or 1: 1, and it is concrete than determining according to actual needs.
The job practices of embodiment 1 to 10 universal building-block cast-in-situs gypsum wall is to be undertaken by following step:
First step template is installed, and template is installed and between template and body of wall the slit is arranged in the body of wall both sides of the first step;
The second step wall construction alternately forms body of wall according to stacked block mutually by universal building-block and rib;
The 3rd step cast-in-situs gypsum slurry pours into the slit between template and the body of wall with the calcium plaster for preparing and flows in the gap between rib, upper strata universal building-block, the lower floor's universal building-block, and the demoulding just obtains universal building-block cast-in-situs gypsum wall after calcium plaster solidifies.
Embodiment 11, and this anti-vibration house comprises house foundation, house wall and roof, and house wall adopts the described universal building-block cast-in-situs gypsum wall of the foregoing description, and its job practices adopts the job practices of the foregoing description 1 to 10 too; House foundation and roof all can adopt existing known structure and job practices thereof, for example: house foundation according to international GB50007-2002 adopt cement mortar, cement bonded sand grout cobble and lay bricks, dirt; But the roof also can adopt following structure and job practices thereof.
This roof comprises wood purlin and shop reed mat, on the universal building-block cast-in-situs gypsum wall top wood purlin is installed, at wood purlin upper berth reed mat; Water calcium plaster on the reed mat and flow in the slit between reed mat, the wood purlin and make reed mat and wood purlin place calcium plaster, the demoulding just obtains the cast-in-situs gypsum roof after calcium plaster solidifies.
The job practices on above-mentioned cast-in-situs gypsum roof is undertaken by following step:
First step template is installed, and needed slit is arranged in mounting template below the wood purlin and between template and wood purlin;
The second step wood purlin and reed mat are installed, and wood purlin are installed, at wood purlin upper berth reed mat on the universal building-block cast-in-situs gypsum wall top;
The 3rd step obtained the cast-in-situs gypsum roof, watered the calcium plaster for preparing on the reed mat and flow in the slit between reed mat, wood purlin, the template to make reed mat and wood purlin place calcium plaster, and the demoulding just obtains the cast-in-situs gypsum roof after calcium plaster solidifies.
In the present invention: universal building-block can be sun-dried mud brick piece, sintered clay brick, sintered clay porous brick, sintering-free clay adobe, the adobe of sintering-free clay porous, aerated concrete building block, the building block of haydite concrete, slabstone, cobble, concrete building block etc.; More than one in glass fabric, wire gauze, plastic baling band and the plant bar are adopted in horizontal lacing wire.
For the ease of carrying out simulated earthquake vibration stand test, it is 1: 4 the little standard width of a room in an old-style house house of individual layer that the anti-vibration house of embodiment 11 is built up the model scale ratio.The anti-vibration house model is installed in carries out shock test on the simulated earthquake vibration mechine, its result of the test is as follows:
1, model structure earthquake response test result and destructive characteristics show, the little standard width of a room in an old-style house house of the individual layer good integrity that adopts this form of structure to build, and being higher than basic intensity is the requirements for fortification against earthquake in 8 degree (0.2g) areas.
2, model dynamic characteristics test result shows, natural frequency of structures is lower, natural vibration period is longer, and damping is bigger, illustrates that this test model rigidity is less, and overall structure is gentleer, and the power consumption effect is remarkable, and is favourable to antidetonation.
When 3, table top input acceleration peak value was equivalent to earthquake intensity 9.5 and spends, bottom, model house was thrown off fully with pedestal and is produced obvious slippage, and wall body slit increases, and agent structure is intact substantially, and the phenomenon of collapsing is not arranged.
4, above-mentioned anti-vibration house is gathered materials on the spot, and construction technology is simple, easy to operate, has promotional value.
Claims (9)
1, a kind of universal building-block cast-in-situs gypsum wall, comprise body of wall, interior walls and external wall, it is characterized in that body of wall is alternately formed according to stacked block mutually by universal building-block and rib, rib is vertically being positioned between upper strata universal building-block and the lower floor's universal building-block perpendicular to the body of wall state, inside and outside interior walls and the external wall of body of wall all is to form by calcium plaster is cast-in-place, at least one end of rib places interior walls or/and in the external wall, the cast-in-situs gypsum slurry is arranged all in the gap between rib, upper strata universal building-block, lower floor's universal building-block.
2, universal building-block cast-in-situs gypsum wall according to claim 1 is characterized in that rib and upper strata universal building-block or/and be placed with horizontal lacing wire along body of wall between lower floor's universal building-block.
3, universal building-block cast-in-situs gypsum wall according to claim 2 is characterized in that horizontal lacing wire adopts more than one in glass fabric, wire gauze, plastic baling band and the plant bar.
4, according to claim 1 or 2 or 3 described universal building-block cast-in-situs gypsum walls, it is characterized in that rib adopts plant bar or other alternative rod-like articles or netted object or strap-like objects, calcium plaster is formulated by gypsum, lime, Sha Heshui, wherein, gypsum, lime, sand be by weight 5 to 10: 0 to 1: 0 to 4, the cumulative volume of gypsum, lime and sand and the volume ratio of water be 0.8 to 1.2: 0.8 to 1.2.
5, a kind of anti-vibration house that adopts the described universal building-block cast-in-situs gypsum wall of claim 4 comprises house foundation, house wall and roof, it is characterized in that house wall adopts universal building-block cast-in-situs gypsum wall.
6,, it is characterized in that the roof comprises wood purlin and shop reed mat, installs wood purlin on the universal building-block cast-in-situs gypsum wall top, at wood purlin upper berth reed mat according to the described anti-vibration house of claim 5; Water calcium plaster on the reed mat and flow in the slit between reed mat, the wood purlin and make reed mat and wood purlin place calcium plaster, the demoulding just obtains the cast-in-situs gypsum roof after calcium plaster solidifies.
7 one kinds of job practicess according to the described universal building-block cast-in-situs gypsum wall of claim 4 is characterized in that being undertaken by following step:
First step template is installed, and template is installed and between template and body of wall the slit is arranged in the body of wall both sides of the first step;
The second step wall construction alternately forms body of wall according to stacked block mutually by universal building-block and rib;
The 3rd step cast-in-situs gypsum slurry pours into the slit between template and the body of wall with the calcium plaster for preparing and flows in the gap between rib, upper strata universal building-block, the lower floor's universal building-block, and the demoulding just obtains universal building-block cast-in-situs gypsum wall after calcium plaster solidifies.
8, a kind of job practices according to the described anti-vibration house of claim 5 comprises house foundation construction, house wall construction and roof construction, it is characterized in that the house wall construction undertaken by following step:
First step template is installed, and template is installed and needed slit is arranged between template and body of wall in the body of wall both sides of the first step;
The second step wall construction alternately forms body of wall according to stacked block mutually by universal building-block and rib;
The 3rd step obtained universal building-block cast-in-situs gypsum wall, the calcium plaster for preparing poured into the slit between template and the body of wall and flow in the gap between rib, upper strata universal building-block, the lower floor's universal building-block, the demoulding just obtains universal building-block cast-in-situs gypsum wall after calcium plaster solidifies.
9, a kind of job practices according to the described anti-vibration house of claim 6 is characterized in that the roof job practices undertaken by following step:
First step template is installed, and needed slit is arranged in mounting template below the wood purlin and between template and wood purlin;
The second step wood purlin and reed mat are installed, and wood purlin are installed, at wood purlin upper berth reed mat on the universal building-block cast-in-situs gypsum wall top;
The 3rd step obtained the cast-in-situs gypsum roof, watered the calcium plaster for preparing on the reed mat and flow in the slit between reed mat, wood purlin, the template to make reed mat and wood purlin place calcium plaster, and the demoulding just obtains the cast-in-situs gypsum roof after calcium plaster solidifies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007102003697A CN101029506B (en) | 2007-03-30 | 2007-03-30 | Universal building-block cast-in-situs gypsum wall antiknock house and its construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007102003697A CN101029506B (en) | 2007-03-30 | 2007-03-30 | Universal building-block cast-in-situs gypsum wall antiknock house and its construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101029506A true CN101029506A (en) | 2007-09-05 |
| CN101029506B CN101029506B (en) | 2010-06-02 |
Family
ID=38715040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007102003697A Expired - Fee Related CN101029506B (en) | 2007-03-30 | 2007-03-30 | Universal building-block cast-in-situs gypsum wall antiknock house and its construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101029506B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535681A (en) * | 2012-03-15 | 2012-07-04 | 天津大学 | Cast-in-place grid type gypsum sandwich thermal insulation wall and manufacturing method thereof |
| CN101349111B (en) * | 2008-08-18 | 2012-08-29 | 昆明理工大学 | Technique for reinforcing primary raw soil building soil wall steel wire net |
| CN104405061A (en) * | 2014-11-25 | 2015-03-11 | 新疆农业大学 | Masonry structure with plant stems and manufacturing method thereof |
| US11473427B2 (en) * | 2018-09-27 | 2022-10-18 | Taiyuan University Of Technology | Physical simulation test method for detecting position of ponding goaf in excavation |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2186270Y (en) * | 1993-02-04 | 1994-12-28 | 舒庆碧 | Desnity rib board with pile beam frame |
| CN1096840A (en) * | 1993-06-26 | 1994-12-28 | 石家庄市建筑设计院 | Seven degree are provided fortification against earthquakes and are distinguished eight floor arrangement of reinforcement brick masonry building structures |
| CN2254915Y (en) * | 1996-05-21 | 1997-05-28 | 王连起 | Horizontal spaced thin and long wall element |
| CN1166560A (en) * | 1997-04-25 | 1997-12-03 | 徐光中 | Construction method and basic structural members for framework of building |
| CN1264777A (en) * | 2000-03-27 | 2000-08-30 | 赵明杰 | Non-bearing light wall |
| CN1619074A (en) * | 2004-11-24 | 2005-05-25 | 东南大学 | Boundary frame carried fly ash small building block build shearing force wall structure |
| GB2422156A (en) * | 2005-01-18 | 2006-07-19 | Michael Fewings | Spacing aid and reinforcement element for mortar in brickwork and blockwork |
| CN2771356Y (en) * | 2005-03-21 | 2006-04-12 | 栾惠甥 | Thermal-insulating building block |
-
2007
- 2007-03-30 CN CN2007102003697A patent/CN101029506B/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101349111B (en) * | 2008-08-18 | 2012-08-29 | 昆明理工大学 | Technique for reinforcing primary raw soil building soil wall steel wire net |
| CN102535681A (en) * | 2012-03-15 | 2012-07-04 | 天津大学 | Cast-in-place grid type gypsum sandwich thermal insulation wall and manufacturing method thereof |
| CN104405061A (en) * | 2014-11-25 | 2015-03-11 | 新疆农业大学 | Masonry structure with plant stems and manufacturing method thereof |
| US11473427B2 (en) * | 2018-09-27 | 2022-10-18 | Taiyuan University Of Technology | Physical simulation test method for detecting position of ponding goaf in excavation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101029506B (en) | 2010-06-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1831270A (en) | Light compound side fascia and its manufacturing method | |
| CN106116284B (en) | The high sound insulation self-heat preservation heat insulation silt particle Light Wall module of ungauged regions and its manufacture method | |
| CN208201911U (en) | A kind of assembled ecological permeable concrete retaining wall | |
| CN105003020A (en) | Ceramsite concrete metal net rack light wallboard and splicing structure thereof | |
| CN101029506B (en) | Universal building-block cast-in-situs gypsum wall antiknock house and its construction | |
| CN106869584B (en) | A kind of fiber concrete construction fence structure | |
| CN102182263A (en) | Prefabricated bamboo-net light heat insulation wall | |
| CN1070711A (en) | Anti-seismic heat-preservation building blocks and manufacturing thereof | |
| CN2599109Y (en) | Steel plate mesh foamed concrete light wallboard | |
| CN107100316A (en) | Assembled low energy consumption integrated wall | |
| CN204919968U (en) | Ceramsite concrete metal rack light weight wallboard | |
| CN204899003U (en) | Take hollow light partition wall board of rack | |
| CN205012550U (en) | Take hollow light partition wall board of rack and fiber reinforcement | |
| CN204899005U (en) | Hollow light partition wall board of fiber reinforcement | |
| Ciurileanu et al. | Modular building using rammed earth | |
| CN104763158A (en) | Joggle joint type lightweight aggregate interlocking block construction method | |
| CN205348475U (en) | Formula wall body is filled in environmental protection and energy saving | |
| Shukla | Burnt clay bricks versus autoclaved aerated concrete blocks | |
| CN107119819B (en) | Assembled external thermal insulation L shape combined wall and the practice with energy-dissipating and shock-absorbing key | |
| CN201614679U (en) | Assembled building reinforced concrete precast plate | |
| CN106869360B (en) | A kind of Z-shaped combined wall and the practice with sandwich heat preservation and damping key | |
| CN2581554Y (en) | Assembled heat insulation environmental protection house | |
| CN205134703U (en) | Solid light partition wall board of fiber reinforcement | |
| CN203782916U (en) | Environment-friendly anti-seismic energy-saving house | |
| CN204899004U (en) | Take solid light partition wall board of rack |
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 | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20130330 |