CN101509283A - External thermal insulation composite wall of exterior wall with support - Google Patents
External thermal insulation composite wall of exterior wall with support Download PDFInfo
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- CN101509283A CN101509283A CNA2009100715802A CN200910071580A CN101509283A CN 101509283 A CN101509283 A CN 101509283A CN A2009100715802 A CNA2009100715802 A CN A2009100715802A CN 200910071580 A CN200910071580 A CN 200910071580A CN 101509283 A CN101509283 A CN 101509283A
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
The invention relates to an outer composite wall body featuring external thermal insulation with a bearing, concerning an architecture thermal insulation composite wall body. The wall body aims at solving deficiencies of the existing wall body thermal insulation technology and improving wall body thermal insulation technology in my previous patent application. A concrete jettied beam supporting element (2) is fixed in a concrete member (10) of an architecture major structure or in a load bearing masonry basic level wall body (1), a thermal insulating layer (3) is fixed on the basic level wall body (1), the outside of the thermal insulating layer (3) is provided with vertical steel bars (5), and the vertical steel bars (5) are fixed on a pre-buried steel plate at the outer end of the concrete jettied beam supporting element (2); inner and outer tie steel wires (9) are anchored in the basic level wall body (1) or in the architecture major structure (10), and penetrate through a core layer (3), and the outer ends of the inner and outer tie steel wires are wound and colligated on the outdoor vertical steel bars (5); a metal mesh (4) is fixedly connected with the vertical steel bars (5), and external protection layers (8) of cement mortar or fine gravel concrete are arranged between the outside of the thermal insulating layer (3) and the outside of the vertical steel bars (5) and metal mesh (4), thus forming the outer composite wall body featuring external thermal insulation with a bearing. The invention has the advantages of simple structure, low cost and convenient construction and the like.
Description
Technical field
The present invention relates to the outer composite thermal-insulating wall of building.
Background technology
I have proposed the patent No. is 200610153289.6, and the patent of invention name is called " binding composite heat preservation wall that supporting is arranged, ".For more convenient construction, further reduce cost, of the present invention a kind ofly have the exterior wall external insulation composite wall body of supporting to solve this problem.
Summary of the invention
The purpose of this invention is to provide a kind of exterior wall external insulation composite wall body structure that supporting is arranged.
Of the present invention a kind ofly have the exterior wall external insulation composite wall body structure of supporting to be, the present invention includes basic unit's body of wall, concrete hanging top supporting member, insulation layer, wire lath, vertical reinforcement, external protection, inside and outside socket the concrete component of steel wire and major structure of construction; The concrete component of described major structure of construction comprises concrete beam, plate, post, wall, basis, the inner of concrete hanging top supporting member is fixed on the inside or the external surface of the concrete component of major structure of construction and uses steel part fixedly connected, or is fixed in basic unit's body of wall of bearing masonry; The outside of the concrete component of basic unit's body of wall and major structure of construction is provided with insulation layer, and insulation layer is fixed on basic unit's body of wall, and the outside of insulation layer is provided with vertical reinforcement, and vertical reinforcement is weldingly fixed on the pre-embedded steel slab of external end head of concrete hanging top supporting member; Inside and outside socket steel wire and be anchored in basic unit's body of wall or be anchored in the major structure of construction, pass sandwich layer, the outer end take-up strap is on outdoor vertical reinforcement; There is wire lath the outside or the inboard of vertical reinforcement; wire lath is fixedlyed connected with vertical reinforcement; between the outside to the outside of vertical reinforcement and wire lath of insulation layer, be provided with the external protection of cement mortar or pea gravel concreten, be formed with the exterior wall external insulation composite wall body of supporting.
The difference of the present invention and my aforementioned patent of invention is:
1) steel plate washer that plastics expand nail and fixed by the bloated nail of plastics is set in the aforementioned invention, the purpose that steel plate washer is set is that outdoor wire lath is not only fixedlyed connected with reinforcing bar, also is connected with steel plate washer.And the present invention can cancel the bloated nail of plastics, more steel plate washer needn't be set.
2) socketing part inside and outside being provided with in the aforementioned invention is bolt (or being referred to as double-screw bolt), needs the steel plate washer that matches with it is set, and construction and installation comparatively bother, by former patent document Fig. 7 as seen, if not bolt then can't be installed.The present invention with inside and outside socket steel wire and socket part inside and outside substituting, do not need to be provided with steel plate washer, inside and outside socket steel wire and directly get final product with outdoor reinforcing bar take-up strap.Because the building operations error is bigger, the corrosion resistant stainless steel stay bolt of special processing is pretty troublesome, has grown not all rightly, has lacked also not all right.And the present invention changes into after socketing steel wire inside and outside stainless, and length can intercept arbitrarily, easy construction.
3) the present invention has simplified the door and window hole joint construction, and steel using amount is few, easy construction.
The aforementioned patent of invention in person that the present invention is more mentioned than background technology has simple structure, easy construction, reduction cost, satisfies arbitrarily and decorates, and the outside finish safety is good, and the advantage that fire savety is good is significant to building energy conservation.
Description of drawings
Fig. 1 is the exterior wall external insulation composite wall body sectional drawing that supporting is arranged;
Fig. 2 is exterior wall external insulation composite wall body window reinforcement placement, the concrete hanging top carrier arrangement figure that supporting is arranged;
The vertical cross section of the exterior wall external insulation composite wall body of supporting at concrete hanging top supporting member place when being curtain wall decoration, Fig. 3 arranged;
Fig. 4 is the window level generalized section
The specific embodiment
The specific embodiment one: referring to Fig. 1, a kind of exterior wall external insulation composite wall body by supporting of present embodiment by basic unit's body of wall 1, concrete hanging top supporting member 2, insulation layer 3, wire lath 4, vertical reinforcement 5, external protection 8, inside and outside socket steel wire 9 and major structure of construction concrete component 10 form; The concrete component 10 of described major structure of construction comprises concrete beam, plate, post, wall, basis, the inner of concrete hanging top supporting member 2 is fixed on the inside or the external surface of the concrete component 10 of major structure of construction and uses steel part fixedly connected, or is fixed in basic unit's body of wall 1 of bearing masonry; The outside of the concrete component 10 of basic unit's body of wall 1 and major structure of construction is provided with insulation layer 3, insulation layer 3 is fixed on basic unit's body of wall 1, the outside of insulation layer 3 is provided with vertical reinforcement 5, and vertical reinforcement 5 is weldingly fixed on the pre-embedded steel slab of external end head of concrete hanging top supporting member 2; Inside and outside socket steel wire 9 and be anchored in basic unit's body of wall 1 or be anchored in the major structure of construction 10, pass sandwich layer 3, the outer end take-up strap is on outdoor vertical reinforcement 5; There is wire lath 4 outside of vertical reinforcement 5 or inboard; wire lath 4 is fixedlyed connected with vertical reinforcement 5; between the outside to the outside of vertical reinforcement 5 and wire lath 4 of insulation layer 3, be provided with the external protection 8 of cement mortar or pea gravel concreten, be formed with the exterior wall external insulation composite wall body of supporting.
Described insulation layer 3 is tabular heat insulating materials, i.e. expansion type polyphenyl plate, extrusion molding type polyphenyl plate, polyurethane sheet, mineral wool panels, phenolic foam plate, compressed straw slab, pearlite slab.Described basic unit body of wall 1 is basic unit's body of wall of the masonry structure body of wall of concrete, load-bearing, nonweight-bearing lightweight masonry infilled wall or steel wood, bamboo wood.
The external protection 8 of described cement mortar or pea gravel concreten is the external protection 8 of conventional cement mortar or pea gravel concreten, can also be the cement mortar of modification or the external protection 8 of pea gravel concreten.
The concrete component of encorbelmenting outside building has, during as balcony slab, oblique roof panel, the concrete component of encorbelmenting outward just can be used as the fixed end of vertical reinforcement 5, can concrete hanging top supporting member 2 needn't be set in addition.Concrete hanging top supporting member 2 is given prominence to about 10mm outside insulation layer 3, and reinforcing bar welds with it simply, and as if the beam support spare of encorbelmenting with steel, the heat during welding macromolecule insulation layer of must ablating, and the steel heat bridge is too big, and is perishable, uses concrete material as concrete hanging top supporting member optimum.
When insulation layer 3 is the macromolecule insulation layer, need insulation layer 3 to be pasted and fixed on basic unit's body of wall with cement polymer mortar.Should the brushing interfacial agents on macromolecule insulation layer 3 with external protection 8 and insulation layer 3 bonding connections.Interfacial agents should be " interfacial agents be used to plaster resistance split, increase and plaster and the job practices of veneer binding strength " by denomination of invention, and number of patent application is 200810063815.9, and publication number is that my patent of invention of CN101215857A is constructed.
Inside and outside socket steel wire and should be stainless steel wire, satisfy life requirement.
The specific embodiment two: referring to Fig. 1; what present embodiment and the specific embodiment one were different is; in external protection 8, increase horizontal cross reinforcing bar 6; the welding of the pre-embedded steel slab of horizontal cross reinforcing bar 6 two ends and concrete hanging top supporting member 2 external end heads is fixing, inside and outside socket steel wire 9 outer end take-up straps on horizontal cross reinforcing bar 6.
Socketing steel wire inside and outside first the general during construction passes outside the insulation layer, or pass at insulation layer slit place, carrying out the outer brushing interfacial agents of insulation layer earlier carries out the first pass cement mortar and plasters, weld vertical reinforcement, horizontal cross reinforcing bar after the cement mortar solidification again, socket steel wire and vertical reinforcement, horizontal cross reinforcing bar take-up strap inside and outside inciting somebody to action.On plastering, the first pass cement mortar follows closely steel nail, wire lath and vertical reinforcement, horizontal cross reinforcing bar and steel nail colligation, and then carry out the cement mortar plaster leveling second time, finish the external protection construction.
The specific embodiment three: referring to Fig. 2, Fig. 4, the difference of the present embodiment and the specific embodiment one and the specific embodiment two is: the door and window hole of present embodiment is provided with hole horizontal reinforcement 11 up and down, the center of concrete hanging top supporting member 2, the reveal vertical reinforcement 5 that is welding on the concrete hanging top supporting member 2 is positioned at hole corner floated coat, the hole up and down between horizontal reinforcement 11 and the reveal vertical reinforcement 5 by be connected steel plate and be welded to connect, or the hole up and down between horizontal reinforcement 11 and the reveal vertical reinforcement 5 spot welding or colligation be connected, wire lath 4 and hole horizontal reinforcement 11 colligations up and down, and bending is fixed on wire lath 4 on the inboard basic unit in the hole body of wall 1 with steel nail in the inboard, hole.
The specific embodiment four: referring to Fig. 2, the difference of the present embodiment and the specific embodiment three is: present embodiment increases the additional vertical reinforcement 5-1 of reveal, concrete hanging top supporting member 2 is positioned at the edge, hole with external position, the hole up and down between horizontal reinforcement 11 and the additional vertical reinforcement 5-1 of reveal by being welded to connect with being connected steel plate, or horizontal reinforcement 11 and reveal add between the vertical reinforcement 5-1 spot welding or colligation is connected about the hole.
If the spacing of the concrete hanging top supporting member 2 of technical standard order be inconvenient to make concrete hanging top supporting member 2 be centered close in the corner floated coat of hole the time, the use that increases the additional vertical reinforcement 5-1 of reveal is, can reduce a concrete hanging top supporting member 2 is installed.The additional vertical reinforcement 5-1 of reveal is provided with by structure, and not as steel bar stress, external protection 8 weight and the architectural surface weight of additional vertical reinforcement 5-1 position are passed to vertical reinforcement 5 and concrete hanging top supporting member 2 by cement mortar and wire lath.
The specific embodiment four: referring to Fig. 2, Fig. 4, the difference of the present embodiment and the specific embodiment three is: present embodiment increases the L shaped reinforcing bar 12 in hole, and horizontal reinforcement 11 colligations or spot welding are connected about the L shaped reinforcing bar 12 in hole and vertical side vertical reinforcement 5, the hole.
The L shaped reinforcing bar 12 in hole is set is convenient to increase the colligation fixed point of the inboard wire lath 4 in hole, and be convenient to around the hole anti-theft fence, roller blind etc. are installed, welding steel on L shaped reinforcing bar 12 is so that the connection steel disc of burglar bars is mashed with the self tapping self-drilling screw or roller blind is attached thereto.
The specific embodiment five: the different of present embodiment and the specific embodiment one are to be provided with the dovetail groove type groove of inner wide and outer narrow on the external surface of insulation layer 3 at a certain distance.The dovetail groove type groove is set on the insulation layer 3 is external protection with warming plate between a kind of mode of being connected, can not be used on the insulation layer 3 the brushing interfacial agents will be between external protection 8 and the warming plate 3 bonding.
The specific embodiment six: referring to Fig. 3; the difference of present embodiment and the specific embodiment one～specific embodiment five is; the concrete hanging top supporting member 2 of present embodiment is given prominence to beyond external protection 8; vertical reinforcement 5, horizontal cross reinforcing bar 6 are embedded in the concrete hanging top supporting member 2, and are positioned at external protection 8.Present embodiment provides the outer exterior wall external insulation composite wall body structure that supporting is arranged when being curtain wall decoration of decorating, the shaped steel of welding curtain wall decoration on the pre-embedded steel slab of outstanding concrete hanging top supporting member 2 outer ends, the intensive situation of shaped steel of installing on the agent structure when changing present curtain wall decoration, the steel coefficient of thermal conductivity is more than 30 times of a concrete, can not satisfy energy-conservation requirement and waste steel.
The specific embodiment seven: the concrete component 10 of the major structure of construction of present embodiment is substituted by the steel member, and concrete hanging top support 2 is connected by steel plate, bolt with major structure of construction 10 or is welded to connect.Other composition is identical with the specific embodiment one to six with annexation.
Concrete hanging top supporting member 2 of the present invention is point-like heat bridges, increases the about 0.01～0.015w/m of wall heat transfer coefficient
2.k, inside and outside socket steel wire quantity seldom, steel wire increases the only about 0.001～0.002w/m.k of insulation layer coefficient of thermal conductivity, can ignore.And sandwich heat preserving wall body exists Guttr board heat bridge and window border heat bridge along building storey, and making software sees the following form the result of calculation of the mean thermal transmittance of body of wall of the present invention and sandwich heat preserving wall body:
External wall outer insulation body of wall and sandwich heat preserving wall body mean thermal transmittance contrast table that supporting is arranged
Illustrate: go up 3.6 meters of the table supposition standard widths of a room in an old-style house, 2.8 meters of floor heights, basic unit's body of wall are the 0.24m brick wall.Sandwich heat preserving wall body hole paste heat-preserving moulding thickness 30mm, window profile outside paste heat-preserving moulding width 0.2m, the concrete thickness of slab 80mm that cornices, outside paste heat-preserving lines thickness 30mm; The external wall outer insulation wall support of supporting encorbelment deck-siding 0.1m, high 0.12m are arranged.When different exterior wall areas, different window size, the mean thermal transmittance of two kinds of bodies of wall.
As seen from the above table, sandwich heat preserving wall body is because of the how tremendous influences to wall thermal insulating of thermal bridge area, and the insulation blocks body of wall also exists hole heat bridge and Guttr board heat bridge, and also there are a large amount of heat bridges in masonry itself! How does the body of wall of these a large amount of heat bridges realize the body of wall low heat transfer coefficient? the national sandwich heat preserving wall body that has is without concrete Guttr board support siphonal lobe masonry weight, but the angle steel supporting plate is set, the angle steel supporting plate used the connection steel part to be connected with the basic unit body of wall, it is big to connect the steel part heat conduction amount, and heat insulation effect is also bad.And connect steel part if use stainless steel, the stainless steel consumption is big, otherwise does not satisfy life requirement.We do not have condition to build Northern Europe timber buildings, but are that the exterior wall of basic unit's body of wall adopts and has the exterior wall external insulation composite wall body of supporting just can reach the energy-conservation level of Northern Europe wall thermal insulating with concrete or various masonry.
The structure that the exterior wall external insulation composite wall body of supporting is arranged is to find the contradiction equalization point between combined wall safety and heat insulating ability, heat insulation effect is near outer sticking benzene plate thin plastering, but it is better than outer sticking benzene plate thin plastering fire savety, the outside finish safety is good, satisfy arbitrarily and decorate, reduce thickness of wall body than sandwich heat preservation combined wall, economize the land resource.It is in the wall thermal insulating energy conservation project of basic unit's body of wall that the present invention can be widely used in concrete wall and allowable ratio of height to sectional thickness of masonry wall or column.
Claims (8)
1, a kind of exterior wall external insulation composite wall body that supporting is arranged, it comprise basic unit's body of wall (1), insulation layer (3), wire lath (4), vertical reinforcement (5), external protection (8), inside and outside socket the concrete component (10) of steel wire (9) and major structure of construction; It is characterized in that it also comprises concrete hanging top supporting member (2); The concrete component of described major structure of construction (10) comprises concrete beam, plate, post, wall, basis, the inner of concrete hanging top supporting member (2) is fixed on the inside or the external surface of the concrete component (10) of major structure of construction and uses steel part fixedly connected, or is fixed in basic unit's body of wall (1) of bearing masonry; The outside of the concrete component (10) of basic unit's body of wall (1) and major structure of construction is provided with insulation layer (3), insulation layer (3) is fixed on basic unit's body of wall (1), the outside of insulation layer (3) is provided with vertical reinforcement (5), and vertical reinforcement (5) is weldingly fixed on the pre-embedded steel slab of external end head of concrete hanging top supporting member (2); Inside and outside socket steel wire (9) and be anchored in basic unit's body of wall (1) or be anchored in the major structure of construction (10), pass sandwich layer (3), the outer end take-up strap is on outdoor vertical reinforcement (5); There is wire lath (4) outside of vertical reinforcement (5) or inboard; wire lath (4) is fixedlyed connected with vertical reinforcement (5); between the outside to the outside of vertical reinforcement (5) and wire lath (4) of insulation layer (3), be provided with the external protection (8) of cement mortar or pea gravel concreten, be formed with the exterior wall external insulation composite wall body of supporting.
2, a kind of exterior wall external insulation composite wall body that supporting is arranged according to claim 1, it is characterized in that described insulation layer (3) is tabular heat insulating material, i.e. expansion type polyphenyl plate, extrusion molding type polyphenyl plate, polyurethane sheet, mineral wool panels, phenolic foam plate, compressed straw slab, pearlite slab.
3, a kind of exterior wall external insulation composite wall body that supporting is arranged according to claim 1 is characterized in that the masonry structure body of wall of described basic unit body of wall (1) for concrete, load-bearing. basic unit's body of wall of nonweight-bearing lightweight masonry infilled wall or steel wood, bamboo wood.
4, a kind of exterior wall external insulation composite wall body that supporting is arranged according to claim 1, it is characterized in that it also comprises horizontal cross reinforcing bar (6), the welding of the pre-embedded steel slab of horizontal cross reinforcing bar (6) two ends and concrete hanging top supporting member (2) external end head is fixing, inside and outside socket steel wire (9) outer end take-up strap on horizontal cross reinforcing bar (6).
5, according to claim 1 and 4 described a kind of exterior wall external insulation composite wall bodies that supporting is arranged, it is characterized in that door and window hole is provided with hole horizontal reinforcement (11) up and down, the hole up and down between horizontal reinforcement (11) and the reveal vertical reinforcement (5) by be connected steel plate and be welded to connect, or the hole up and down between horizontal reinforcement (11) and the reveal vertical reinforcement (5) spot welding or colligation be connected, wire lath (4) and hole horizontal reinforcement (11) colligation up and down, and bending is fixed on wire lath (4) on the inboard basic unit's body of wall in hole (1) with steel nail in the inboard, hole.
6, a kind of exterior wall external insulation composite wall body that supporting is arranged according to claim 5, it is characterized in that it also comprises the additional vertical reinforcement (5-1) of reveal, concrete hanging top supporting member (2) is positioned at the edge, hole with external position, the hole up and down between horizontal reinforcement (11) and the additional vertical reinforcement (5-1) of reveal by being welded to connect with being connected steel plate, or horizontal reinforcement (11) and reveal add between the vertical reinforcement (5-1) spot welding or colligation is connected about the hole.
7, according to claim 1 and 5 described a kind of exterior wall external insulation composite wall bodies that supporting is arranged; it is characterized in that concrete hanging top supporting member (2) gives prominence at external protection (8) in addition; vertical reinforcement (5), horizontal cross reinforcing bar (6) are embedded in the concrete hanging top supporting member (2), and are positioned at external protection 8 ().
8, a kind of exterior wall external insulation composite wall body that supporting is arranged according to claim 1, the concrete component (10) that it is characterized in that major structure of construction is substituted by the steel member, and concrete hanging top support (2) is connected by steel plate, bolt with major structure of construction (10) or is welded to connect.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100715802A CN101509283A (en) | 2009-03-19 | 2009-03-19 | External thermal insulation composite wall of exterior wall with support |
| CN 201019185057 CN101914961A (en) | 2009-03-19 | 2010-03-02 | Exterior wall external insulation composite wall body with support |
| PCT/CN2010/000258 WO2010105496A1 (en) | 2009-03-19 | 2010-03-03 | External heat preservation composite wall of exterior wall with support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100715802A CN101509283A (en) | 2009-03-19 | 2009-03-19 | External thermal insulation composite wall of exterior wall with support |
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| CN101509283A true CN101509283A (en) | 2009-08-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNA2009100715802A Pending CN101509283A (en) | 2009-03-19 | 2009-03-19 | External thermal insulation composite wall of exterior wall with support |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010081278A1 (en) * | 2008-12-30 | 2010-07-22 | 哈尔滨吴淑环建设工程技术研究有限公司 | Construction composite heat preservation member |
| CN101787753A (en) * | 2010-02-10 | 2010-07-28 | 黄靓 | Point distributed cold and hot bridge wall body energy-saving scheme |
| CN101818527A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| WO2010105496A1 (en) * | 2009-03-19 | 2010-09-23 | 哈尔滨吴淑环建设工程技术研究有限公司 | External heat preservation composite wall of exterior wall with support |
| CN101864817A (en) * | 2010-06-22 | 2010-10-20 | 黄靓 | Scheme for energy conservation of wall body of point distribution type cold/thermal bridge |
| CN101892712A (en) * | 2010-07-21 | 2010-11-24 | 辽宁大学 | Process method for novel composite thermal isolation materal application |
| WO2011116622A1 (en) * | 2010-03-22 | 2011-09-29 | 哈尔滨吴淑环建设工程技术研究有限公司 | Composite thermal insulation wall with mesh and plaster at both sides |
| CN102287013A (en) * | 2011-06-30 | 2011-12-21 | 怀方林 | Composite hole pattern inorganic concrete phenolic heat insulation fireproof wallboard |
| CN102677794A (en) * | 2011-03-08 | 2012-09-19 | 吴淑环 | Exterior wall external insulation composite wall provided with support |
| CN103206032A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Heat-insulation wall with low temperature difference |
| CN103437460A (en) * | 2013-07-10 | 2013-12-11 | 西南科技大学 | Concrete explosion-proof wall with embedded steel framework |
| CN104389358A (en) * | 2014-11-18 | 2015-03-04 | 浙江天力建设集团有限公司 | Fire hydrant cabinet back wall body and construction method thereof |
| CN105089164A (en) * | 2014-05-23 | 2015-11-25 | 李天伶 | Heat insulation outer wall construction method |
| CN106837418A (en) * | 2016-12-28 | 2017-06-13 | 中国矿业大学 | A kind of trapezoidal fire dam of mine anti-explosion and its construction method |
| CN107829509A (en) * | 2017-09-22 | 2018-03-23 | 浙江普天集成房屋有限公司 | A kind of ALC neotectonics building structure |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
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| WO2010081278A1 (en) * | 2008-12-30 | 2010-07-22 | 哈尔滨吴淑环建设工程技术研究有限公司 | Construction composite heat preservation member |
| CN101914961A (en) * | 2009-03-19 | 2010-12-15 | 吴淑环 | Exterior wall external insulation composite wall body with support |
| WO2010105496A1 (en) * | 2009-03-19 | 2010-09-23 | 哈尔滨吴淑环建设工程技术研究有限公司 | External heat preservation composite wall of exterior wall with support |
| CN101787753A (en) * | 2010-02-10 | 2010-07-28 | 黄靓 | Point distributed cold and hot bridge wall body energy-saving scheme |
| WO2011116622A1 (en) * | 2010-03-22 | 2011-09-29 | 哈尔滨吴淑环建设工程技术研究有限公司 | Composite thermal insulation wall with mesh and plaster at both sides |
| CN101818527A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| CN101864817A (en) * | 2010-06-22 | 2010-10-20 | 黄靓 | Scheme for energy conservation of wall body of point distribution type cold/thermal bridge |
| CN101892712A (en) * | 2010-07-21 | 2010-11-24 | 辽宁大学 | Process method for novel composite thermal isolation materal application |
| CN101892712B (en) * | 2010-07-21 | 2012-09-26 | 辽宁大学 | Process method for novel composite thermal isolation materal application |
| CN102677794A (en) * | 2011-03-08 | 2012-09-19 | 吴淑环 | Exterior wall external insulation composite wall provided with support |
| CN102287013A (en) * | 2011-06-30 | 2011-12-21 | 怀方林 | Composite hole pattern inorganic concrete phenolic heat insulation fireproof wallboard |
| CN103206032B (en) * | 2013-03-28 | 2014-12-31 | 苏州市世好建材新技术工程有限公司 | Heat-insulation wall with low temperature difference |
| CN103206032A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Heat-insulation wall with low temperature difference |
| CN103437460A (en) * | 2013-07-10 | 2013-12-11 | 西南科技大学 | Concrete explosion-proof wall with embedded steel framework |
| CN103437460B (en) * | 2013-07-10 | 2015-11-25 | 西南科技大学 | Embedded steel frame concrete blast wall |
| CN105089164A (en) * | 2014-05-23 | 2015-11-25 | 李天伶 | Heat insulation outer wall construction method |
| CN104389358A (en) * | 2014-11-18 | 2015-03-04 | 浙江天力建设集团有限公司 | Fire hydrant cabinet back wall body and construction method thereof |
| CN104389358B (en) * | 2014-11-18 | 2016-08-24 | 浙江天力建设集团有限公司 | A kind of fire hydrant box back side body of wall and construction method thereof |
| CN106837418A (en) * | 2016-12-28 | 2017-06-13 | 中国矿业大学 | A kind of trapezoidal fire dam of mine anti-explosion and its construction method |
| CN107829509A (en) * | 2017-09-22 | 2018-03-23 | 浙江普天集成房屋有限公司 | A kind of ALC neotectonics building structure |
| CN107829509B (en) * | 2017-09-22 | 2019-12-10 | 浙江普天集成房屋有限公司 | ALC new construction building structure |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN109267674A (en) * | 2018-11-20 | 2019-01-25 | 河北卉原建材有限公司 | A kind of composite thermal-insulation external wall panel and beam column of steel structure connection structure and method |
| CN109267674B (en) * | 2018-11-20 | 2023-12-12 | 河北卉原建材有限公司 | Structure and method for connecting composite heat-insulating external wall board with steel structure beam column |
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