CN201024548Y - Lattice type wall built by light aggregate formwork shell member - Google Patents
Lattice type wall built by light aggregate formwork shell member Download PDFInfo
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- CN201024548Y CN201024548Y CNU2007200048595U CN200720004859U CN201024548Y CN 201024548 Y CN201024548 Y CN 201024548Y CN U2007200048595 U CNU2007200048595 U CN U2007200048595U CN 200720004859 U CN200720004859 U CN 200720004859U CN 201024548 Y CN201024548 Y CN 201024548Y
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- 238000009415 formwork Methods 0.000 title claims description 14
- 238000009416 shuttering Methods 0.000 claims abstract description 59
- 239000004567 concrete Substances 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 239000004575 stone Substances 0.000 claims description 36
- 239000011449 brick Substances 0.000 claims description 34
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000004134 energy conservation Methods 0.000 claims description 3
- 230000001105 regulatory effect Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 13
- 238000004519 manufacturing process Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 9
- 238000013461 design Methods 0.000 abstract description 6
- 230000035939 shock Effects 0.000 abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 239000012467 final product Substances 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 229920000642 polymer Polymers 0.000 description 4
- 229920006389 polyphenyl polymer Polymers 0.000 description 4
- 238000004026 adhesive bonding Methods 0.000 description 3
- 238000005267 amalgamation Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 235000019362 perlite Nutrition 0.000 description 2
- 239000010451 perlite Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000007514 turning Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to a lattice type wall comprised by a lightweight aggregate concrete shuttering member, the utility model includes a multi-hole shuttering wall which consists of a shuttering member, a corner piece and a shuttering lintel; the holes are filled with steel bars and cast concrete mortar to form the lattice type wall. The utility model is mainly characterized in that the wall consists of shuttering members that are different in material, structure and shape. The shuttering member adopts a longitudinal double strip connecting body, the structure is reasonable and three connecting bodies of different shape are adopted, the cross-sectional shapes of the formed reinforced concrete lattice beam and the lattice column are respectively round, rectangular and hexagon. The laid shuttering lattice type wall solves the series of technical problems of the existing similar shuttering walls such as irrational structural design, poor applicability, low intensity of the wall, poor shock resistance, high manufacturing cost etc., and has the advantages of light weight, high intensity and energy saving, being heat-insulated, waterproof, fireproof, and shock-resistant, reasonable structure, strong applicability, convenient construction and low cost etc.
Description
Technical field
The utility model relates to a kind of lattice type wall of building by laying bricks or stones with the light aggregate concrete mould member in the building.Belong to patent classification E04 technical field.
Background technology
Six layers of residential building of first light weight aggregate concrete formwork lattice type wall in the world that Chinese Tianjin in 1971 occurs, and withstood the test of Tangshan Earthquake in 1976.Then the house owed by a citizen of light weight aggregate concrete formwork lattice type wall has also appearred in ground such as Jiangsu.After 1980, the Da Tun of Pekinese, overpass built at traffic intersections one band once carried out light weight aggregate concrete formwork lattice type wall test.
1979, cement polyphenyl formwork lattice type wall patented technology appearred in Austria, and the Deutsche industry norm (DIN) DIN18200 that publishes in June, 1980 issues the standard of this materials for wall.Standards such as the U.S., Canada, Australia had been formed afterwards again.
Nineteen nineties, China has introduced the cement polyphenyl formwork lattice type wall member that Austria and U.S. RASTRA company, Canada block West Asia international corporation, i.e. " Na Shita " shuttering member, Australian plaster mold mould component etc.On January 21st, 2004, China Intellectual Property Office has announced that beautiful Michael H Niemann is 00812396.9 " a kind of structural system of improved concrete form wall " in the ZL patent No. that China bids to host.The ZL patent No. that similar body of wall patent also has China Intellectual Property Office to announce on October 29th, 2003 is 01279531.3 " lightweight body of wall "; The ZL patent No. of announcing on May 17th, 2006 is 200520002328.3 " a cement polyphenyl formwork lattice concrete energy-saving bearing wall " etc.
These similar wall body constructions have premium properties such as lightweight, insulation, sound insulation, antidetonation.But, because constituting the light material of these shuttering members is polyphenyl foam particles, cause its shuttering member intensity low, water absorption rate is big, the surface compactness is poor, anti-impact force is little, barrier properties is poor, defectives such as poor durability, and, not only can't adapt to the designing requirement of Chinese traditional architecture because structure design is unreasonable, more can not adapt to the needs of modern diversification architectural design, causing poor for applicability, a series of problems such as metope intensity is low, shock resistance is poor, cost of production height, product price height of body of wall that constituted, is to be badly in need of at present solving.
Summary of the invention
The purpose of this utility model is to provide a kind of checked through Chinese engineering practice, wherein a kind of lattice type wall of building by laying bricks or stones with the light aggregate concrete mould member of establishing one's own system, be applied in all kinds of buildings, have in light weight, intensity is high, energy-conservation, insulation, waterproof, fire prevention, antidetonation, rational in infrastructure, characteristics such as intensity is high, applicability is strong, easy construction, cost are low.
Technical problem to be solved in the utility model is to eliminate the technological deficiency that existing similar form wall is difficult to overcome self, solves a series of problems such as its structure design is unreasonable, poor for applicability, metope intensity is low, shock resistance is poor, cost of production height.
The utility model is achieved through the following technical solutions.A kind of lattice type wall of building by laying bricks or stones with the light aggregate concrete mould member, comprise the well-regulated multiple hole form wall of perforation in length and breadth that light aggregate concrete mould member, corner pieces, spill limit extremity piece are formed, and be implanted into reinforcing bar at its hole, placing of concrete mortar and form the lattice girder of horizontal direction and the lattice column of vertical direction, become one the lattice type wall of formation with formwork.Of the present utility model being characterised in that, body of wall be by the tabular shuttering member of rectangle as outer space enclosing structure, and be key by building the Consecutive Days font lattice column, the lattice girder that form, form body of wall.And body of wall is built by laying bricks or stones by the shuttering member of the large factory production of unlike material, structure and shape and is formed.Increasingly automated device fabrication is adopted in the production of body of wall shuttering member.Produce, all play an important role for the process that promotes China's wall reform, building materials industrialization, realization " building batch production " for boosting productivity, reducing production costs.In addition, in use, can bring into play the advantage of modern architecture construction, organize large-scale development of real estate.This shuttering member is designed to vertical use, and aspect ratio is big, adopts vertically two bar connected bodies, and formed lattice column quantity is many, and little at interval, bearing capacity is big, and relative lattice girder quantity is few, and is big at interval, rational in infrastructure, builds by laying bricks or stones conveniently, meets the routine of architectural design.For adapting to the designing requirement of various different bodies of wall, this shuttering member has adopted three kinds of difform connected bodies: both sides are circular arc cylinder, square body and symmetrical important actor body.The shape of connected body and determining positions its hole after building, the cross sectional shape of formed steel concrete lattice girder and lattice column, this provides very big convenience for design of building structures and user's selection, help the reasonable use of member, save material, that formation has is in light weight, intensity is high, energy-conservation, insulation, waterproof, fire prevention, antidetonation, rational in infrastructure, applicability is strong, mould is simple, the body of wall of easy construction, simple for production, characteristics such as cost is low, thereby reached the purpose of this utility model.
Feature of the present utility model also is, shuttering member is that the connected body by two rectangle lateral bodys and two circular arc cylinders constitutes.Two rectangle lateral bodys are six symmetric bodies in identical right angle, and two connected bodies are the circular arc cylinder, and two identical connected bodies are arranged in the middle of two identical rectangle lateral bodys.Two pairs of rectangular left and right sides end faces, two rectangle lateral surfaces (wall after inside and outside metope), two pairs of rectangular upper and lower end faces have been formed by two lateral bodys and two shuttering members that connected body constituted.Build into body of wall by laying bricks or stones with this shuttering member, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder and lattice column is circular.Two lateral bodys have two kinds with the combination that middle two connected bodies constitute shuttering members: the one, and one-shot forming in the mould of special use; Be that branch is body formed earlier again, the amalgamation gluing is an one after the maintenance.This structural change of member and the flexibility of combination have increased the scope of application, help improving construction speed, reduce cost, and improve the quality.
Feature of the present utility model also is, shuttering member is that the connected body by two rectangle lateral bodys and two square column types constitutes.Two rectangle lateral bodys are six symmetric bodies in identical right angle, and two connected bodies are the square body of fillet, and two identical connected bodies are arranged in the middle of two identical rectangle lateral bodys.Two pairs of rectangular left and right sides end faces, two rectangle lateral surfaces (wall after inside and outside metope), two pairs of rectangular upper and lower end faces have been formed by two lateral bodys and two shuttering members that connected body constituted.Build into body of wall by laying bricks or stones with this shuttering member, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder and lattice column is a rectangle.Two lateral bodys have two kinds with the combination that middle two connected bodies constitute shuttering members: the one, and one-shot forming in the mould of special use; Be that branch is body formed earlier again, the amalgamation gluing is an one after the maintenance.This structural change of member and the flexibility of combination have increased the scope of application, help improving construction speed, reduce cost, and improve the quality.
Feature of the present utility model also is, shuttering member is that the connected body by two rectangle lateral bodys and two symmetrical important actor shapes constitutes.Two rectangle lateral bodys are six symmetric bodies in identical right angle, and two connected bodies are symmetrical important actor body.Two identical connected bodies are arranged in the middle of two identical rectangle lateral bodys.Two pairs of rectangular left and right sides end faces, two rectangle lateral surfaces (wall after inside and outside metope), two pairs of rectangular upper and lower end faces have been formed by two lateral bodys and two shuttering members that connected body constituted.Build into body of wall by laying bricks or stones with this shuttering member, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder and lattice column is a hexagon.Two lateral bodys have two kinds with the combination that middle two connected bodies constitute shuttering members: the one, and one-shot forming in the mould of special use; Be that branch is body formed earlier again, the amalgamation gluing is an one after the maintenance.This structural change of member and the flexibility of combination have increased the scope of application, help improving construction speed, reduce cost, and improve the quality.
Feature of the present utility model also is, the doorway of this form wall and window can assemble earlier in factory by the doorway of designing requirement and size, shape, the position of window, is transported to the building site and uses; Also can be in the building construction field machining.For top straight doorway and window, use ready " recessed " shape limit extremity piece directly to build by laying bricks or stones and get final product as lintel.
The steel concrete reinforcing prop of being made up of three reinforcing bars and stirrup is at least established in the junction of the corner of this form wall, T-shaped wall, and remaining vertically builds the concrete lattice column that can be made as single steel bar in the hole; Building in the hole of form wall upper, middle and lower three place's horizontal directions, establish the steel concrete stiffening girder of forming by three reinforcing bars and stirrup at least, remaining level is built the concrete lattice girder that can be made as single steel bar in the hole.
The job practices in the corner of this form wall is to use L shaped corner pieces to build edge sealing by laying bricks or stones.
The T-shaped interior wall of this form wall and the frame mode of form wall: the inwall of form wall cuts out the embedding mouth, and the formation interior wall can coincide with the flow channel of the concreting slurry of form wall and dock, and interior wall embeds and gets final product when building by laying bricks or stones.
When the T-shaped interior wall of this form wall was partition board, and the frame mode of form wall: the inwall of form wall cut out the embedding mouth, and interior wall embeds and gets final product when building by laying bricks or stones.The problem that does not have the concreting slurry in the partition board.
Feature of the present utility model is that also this form wall uses the diversification of raw and auxiliary material, draws materials extensively, is beneficial to and suits measures to local conditions, utilizes waste material, economizes on resources, reduces production costs.This formwork is made up of following raw and auxiliary material: reinforcing bar, portland cement and polymer, concrete aggregate are 1～3 kind of light aggregates such as expanded perlite, foamed plastics, float stone, lytag, haydites of book structure, porous lava; Auxiliary material is the polymer chopped strand.
Description of drawings
A kind of lattice type wall of building by laying bricks or stones of Fig. 1 with the light aggregate concrete mould member;
The shuttering member figure of Fig. 2 circular arc connected body;
Fig. 3 is the A-A sectional drawing of shuttering member Fig. 2 of circular arc connected body;
Fig. 4 is the end view drawing of shuttering member Fig. 2 of circular arc connected body;
The body of wall that Fig. 5 uses the shuttering member of circular arc connected body to build by laying bricks or stones, the generalized section of formed lattice column and lattice girder after pouring into a mould;
The shuttering member figure of Fig. 6 square column type connected body;
Fig. 7 is the A-A sectional drawing of shuttering member Fig. 6 of square column type connected body;
Fig. 8 is the end view drawing of shuttering member Fig. 6 of square column type connected body;
The body of wall that the shuttering member of Fig. 9 user cylindricality connected body is built by laying bricks or stones, the generalized section of formed lattice column and lattice girder after pouring into a mould;
The shuttering member figure of Figure 10 symmetry important actor shape connected body;
Figure 11 is the A-A sectional drawing of shuttering member Figure 10 of symmetrical important actor shape connected body;
Figure 12 is the end view drawing of shuttering member Figure 10 of symmetrical important actor shape connected body;
The body of wall that Figure 13 uses the shuttering member of symmetrical important actor shape connected body to build by laying bricks or stones, the generalized section of formed lattice column and lattice girder after pouring into a mould;
Figure 14 spill limit end member schematic diagram;
Figure 15 builds schematic diagram with spill limit end member by laying bricks or stones as doorway, the window of lintel;
Figure 16 formwork corner pieces schematic diagram;
Figure 17 body of wall turning build schematic diagram by laying bricks or stones;
Figure 18 T-shaped wall construction schematic diagram.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
The utility model embodiment 1, as Fig. 1, Fig. 2, Fig. 3, Fig. 4, shown in Figure 5, a kind of lattice type wall 1 of building by laying bricks or stones with the light aggregate concrete mould member comprise by body of wall outer wall and inwall 2 and between the form wall that connects well-regulated multiple hole 4,9 in length and breadth formed of connected body 5, and be implanted into reinforcing bar 13 at its hole 4,9, placing of concrete and form the lattice girder 11 of horizontal direction and the lattice column 12 of vertical direction, become one with formwork, formed formwork lattice type wall 1.Of the present utility model being characterised in that, body of wall 1 be by the tabular shuttering member 6 of rectangle as outer space enclosing structure, and be key by building the Consecutive Days font lattice column, the lattice girder that form, the lattice type wall of composition.Body of wall 1 shown in Figure 1 is built by laying bricks or stones by (polylith) shuttering member 6 more than two and is formed, shuttering member is designed to vertical use, and aspect ratio is big, adopts vertically two bar connected bodies, like this, formed lattice column quantity is many, and little at interval, bearing capacity is big, and relative lattice girder quantity is few, big, rational in infrastructure at interval, build by laying bricks or stones conveniently.
As Fig. 2, Fig. 3, Fig. 4, shown in Figure 5, feature of the present utility model also is, shuttering member 6 is that the connected body 5 by two rectangle lateral bodys 10 and two circular arcs constitutes.Two rectangle lateral bodys 10 are six symmetric bodies in identical right angle, and two connected bodies 5 are the circular arc cylinder, and two identical connected bodies 5 are arranged on the centre position of two identical rectangle lateral bodys 10.The shuttering member 6 that is made of two lateral bodys 10 and two connected bodies 5 has formed 2, two pairs of rectangular upper and lower end faces 8 of two pairs of rectangular left and right sides end faces 7, two rectangle lateral surfaces (wall after inside and outside metope).Build into body of wall 1 by laying bricks or stones with this shuttering member 6, its hole 4,9 is after building, and the cross sectional shape of formed steel concrete lattice girder 11 and lattice column 12 is circular.
The utility model embodiment 2 is as Fig. 6, Fig. 7, Fig. 8, shown in Figure 9, and feature of the present utility model also is, shuttering member 6 is that the connected body 5 by two rectangle lateral bodys 10 and two square column types constitutes.Two rectangle lateral bodys 10 are six symmetric bodies in identical right angle, and two connected bodies 5 are the square body of fillet, and two identical connected bodies 5 are arranged on the centre position of two identical rectangle lateral bodys 10.The shuttering member 6 that is made of two lateral bodys 10 and two connected bodies 5 has formed 2, two pairs of rectangular upper and lower end faces 8 of two pairs of rectangular left and right sides end faces 7, two rectangle lateral surfaces (wall after inside and outside metope).Build into body of wall 1 by laying bricks or stones with this shuttering member 6, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder 11 and lattice column 12 is a rectangle.
The utility model embodiment 3 is as Figure 10, Figure 11, Figure 12, shown in Figure 13, and feature of the present utility model is that also shuttering member 6 is to be made of two rectangle lateral bodys 10 and two symmetrical important actor shape connected bodies 5.Two rectangle lateral bodys 10 are six symmetric bodies in identical right angle, and two connected bodies 5 are symmetrical important actor body, and two identical connected bodies 5 are arranged on the centre position of two identical rectangle lateral bodys 10.The shuttering member 6 that is made of two lateral bodys 10 and two connected bodies 5 has formed 2, two pairs of rectangular upper and lower end faces 8 of two pairs of rectangular left and right sides end faces 7, two rectangle lateral surfaces (wall after inside and outside metope).Build into body of wall 1 by laying bricks or stones with this shuttering member 6, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder 11 and lattice column 12 is a hexagon.
As Figure 14, shown in Figure 15, feature of the present utility model also is, doorway on this form wall and window can assemble earlier in factory by the doorway of designing requirement and size, shape, the position of window, is transported to the building site and uses; Also can be in the building construction field machining.For top straight doorway 15 and window 16,, use ready " recessed " shape limit end member 14 to build by laying bricks or stones and get final product as lintel according to method shown in Figure 15.
As Figure 16, shown in Figure 17, the job practices in the corner of this form wall is to use L shaped corner pieces 17 to build edge sealing by laying bricks or stones.
As shown in figure 18, the T-shaped interior wall 18 of this form wall and the frame mode of form wall 19: the inwall of form wall 19 cuts out embedding mouth 20, formation interior wall 18 can coincide with the flow channel of the concreting slurry of form wall 19 and dock, and a hole 21 of building reinforcing prop is formed in the embedding mouth of form wall 19 and the termination of interior wall 18, implant reinforcing bar 22, build and get final product.
This form wall raw and auxiliary material is drawn materials extensively, is beneficial to and suits measures to local conditions, utilizes waste material, economizes on resources, cost of production is low.Material is formed: reinforcing bar, portland cement and polymer; Concrete aggregate is 1～3 kind of light aggregates such as expanded perlite, foamed plastics, float stone, lytag, haydites of book structure, porous lava; Auxiliary material is the polymer chopped strand.
Claims (4)
- A lattice type wall 1 of building by laying bricks or stones with the light aggregate concrete mould member comprise by body of wall outer wall 2, inwall 3 and between the form wall that connects well-regulated multiple hole 4,9 in length and breadth formed of connected body 5, and be implanted into reinforcing bar 13 at its hole, placing of concrete and form the lattice girder 11 of horizontal direction and the lattice column 12 of vertical direction, become one with formwork, formed the formwork lattice type wall.Of the present utility model being characterised in that, body of wall 1 is as outer space enclosing structure by the tabular shuttering member 6 of the rectangle more than two, and the rectangle of composition rule builds hole, through building the Consecutive Days font lattice column that forms, lattice girder for key, forms the green energy conservation bearing wall.
- 2. a kind of lattice type wall of building by laying bricks or stones according to claim 1 with the light aggregate concrete mould member, feature of the present utility model also is, two rectangle lateral bodys 10 of its shuttering member 6 are six symmetric bodies in identical right angle, two connected bodies 5 are the circular arc cylinder, the body of wall 1 of building by laying bricks or stones with this shuttering member 6, its hole 4,9 is after building, and the cross sectional shape of formed steel concrete lattice girder 11 and lattice column 12 is circular.
- 3. a kind of lattice type wall of building by laying bricks or stones according to claim 1 with the light aggregate concrete mould member, feature of the present utility model also is, two rectangle lateral bodys 10 of its shuttering member 6 are six symmetric bodies in identical right angle, two connected bodies 5 are square body, build into body of wall 1 by laying bricks or stones with this shuttering member 6, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder 11 and lattice column 12 is a rectangle.
- 4. a kind of lattice type wall of building by laying bricks or stones according to claim 1 with the light aggregate concrete mould member, feature of the present utility model also is, two rectangle lateral bodys 10 of its shuttering member 6 are six symmetric bodies in identical right angle, two connected bodies 5 are symmetrical important actor body, build into body of wall 1 by laying bricks or stones with this shuttering member 6, its hole is after building, and the cross sectional shape of formed steel concrete lattice girder 11 and lattice column 12 is a hexagon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200048595U CN201024548Y (en) | 2007-02-12 | 2007-02-12 | Lattice type wall built by light aggregate formwork shell member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200048595U CN201024548Y (en) | 2007-02-12 | 2007-02-12 | Lattice type wall built by light aggregate formwork shell member |
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| Publication Number | Publication Date |
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| CN201024548Y true CN201024548Y (en) | 2008-02-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNU2007200048595U Expired - Fee Related CN201024548Y (en) | 2007-02-12 | 2007-02-12 | Lattice type wall built by light aggregate formwork shell member |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358347A (en) * | 2014-10-28 | 2015-02-18 | 合肥工业大学 | Light composite inner wallboard with rebars and inner wall |
| CN109296118A (en) * | 2018-09-14 | 2019-02-01 | 南昌大学 | A kind of recycled concrete thermal insulation energy-saving wall and manufacturing method |
| CN110185174A (en) * | 2019-06-28 | 2019-08-30 | 华东建筑设计研究院有限公司 | A kind of assembled fills core wall and its construction method and the frame for being used to prepare wall |
| CN115928936A (en) * | 2022-12-20 | 2023-04-07 | 中国建筑设计研究院有限公司 | A prefabricated double-slab shear wall, prefabricated house and construction method thereof |
-
2007
- 2007-02-12 CN CNU2007200048595U patent/CN201024548Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358347A (en) * | 2014-10-28 | 2015-02-18 | 合肥工业大学 | Light composite inner wallboard with rebars and inner wall |
| CN104358347B (en) * | 2014-10-28 | 2016-10-05 | 合肥工业大学 | Band muscle light compound interior wallboard and interior wall |
| CN109296118A (en) * | 2018-09-14 | 2019-02-01 | 南昌大学 | A kind of recycled concrete thermal insulation energy-saving wall and manufacturing method |
| CN110185174A (en) * | 2019-06-28 | 2019-08-30 | 华东建筑设计研究院有限公司 | A kind of assembled fills core wall and its construction method and the frame for being used to prepare wall |
| CN115928936A (en) * | 2022-12-20 | 2023-04-07 | 中国建筑设计研究院有限公司 | A prefabricated double-slab shear wall, prefabricated house and construction method thereof |
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| 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: 20080220 Termination date: 20110212 |