CN102926469A - Cast-in-situ heat-insulating beam, column and shear wall and construction method - Google Patents
Cast-in-situ heat-insulating beam, column and shear wall and construction method Download PDFInfo
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- CN102926469A CN102926469A CN2012104207327A CN201210420732A CN102926469A CN 102926469 A CN102926469 A CN 102926469A CN 2012104207327 A CN2012104207327 A CN 2012104207327A CN 201210420732 A CN201210420732 A CN 201210420732A CN 102926469 A CN102926469 A CN 102926469A
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 58
- 230000002787 reinforcement Effects 0.000 claims abstract description 47
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 238000009413 insulation Methods 0.000 claims description 169
- 210000003205 muscle Anatomy 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 230000000694 effects Effects 0.000 abstract description 10
- 238000010586 diagram Methods 0.000 description 8
- 238000004321 preservation Methods 0.000 description 6
- 230000002708 enhancing effect Effects 0.000 description 4
- 239000003351 stiffener Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The invention discloses a cast-in-situ heat-insulating beam, column and shear wall which comprises a heat-insulating board, an inside cast-in-situ concrete layer and an outside cast-in-place concrete layer or mortar layer, wherein the heat-insulating board is provided with a hole, a hole reinforcer is arranged at the hole, a heat-insulating block is arranged in the hole reinforcer, reinforcing ribs are inserted in the heat-insulating block in a passing mode, and the reinforcing ribs are arranged in a full-length or middle cutting layout mode. The construction method comprises the following steps of: binding reinforcing cages, installing the heat-insulating board and a bar-mat reinforcement, arranging the hole reinforcer and the heat-insulating block, and erecting inside and outside templates; pouring outside concrete or mortar firstly, and then pouring inside concrete after the outside cast-in-place concrete layer or mortar layer achieves a certain strength; and after the inside cast-in-situ concrete layer and the outside cast-in-place concrete layer or mortar layer achieve a template removal strength, removing the inside and outside templates, thereby forming an integral cast-in-situ heat-insulating beam, column and shear wall. The cast-in-situ heat-insulating beam, column and shear wall is good in mechanical performance, simple in construction, and good in heat-insulating effect.
Description
Technical field:
The present invention relates to building field, specifically refer to a kind of cast-in-situ thermal-insulated heat insulation beam for building, post, shear wall and job practices.
Background technology:
Building heat preservation is mainly taken measures from building external envelope structure, reduces simultaneously the Indoor environment heat and distributes to outdoor, and building heat preservation plays an important role to creating suitable indoor thermal environment and energy conservation.Shear wall structure rigidity is large, and globality and anti-seismic performance are good, is widely used in highrise building, because shear wall adopts the Cast-in-place concrete construction, generally needs it is taked corresponding Insulation.Simultaneously, because it is stronger to be in reinforced concrete post, the beam heat-transfer capability of exterior wall periphery, be the position that the cold-heat bridge effect occurs in the building easily.Therefore, take corresponding Insulation very necessary to shear wall, post, beam.
A kind of cast-in-situ thermal-insulated shear wall, post, beam (number of patent application 201210322027.3) disclose a kind of cast-in-situ thermal-insulated shear wall, post, beam, comprise thermal insulation thermal insulation board, reinforcing bar, cast-in-situ concrete layer, hole is arranged on the thermal insulation thermal insulation board, in the hole on the described thermal insulation thermal insulation board thermal insulation barriers is arranged.This building heat preservation way is simple, does not have cold bridge.But have hole on the employed thermal insulation thermal insulation board in this cast-in-situ thermal-insulated heat insulation beam, post, the shear wall, the existence of hole has weakened the intensity of thermal insulation thermal insulation board, so that thermal insulation thermal insulation board is difficult to resist the lateral pressure that cast-in-situ concrete produces, thermal insulation thermal insulation board damages easily, and the heat insulating effect of this cast-in-situ thermal-insulated heat insulation beam, post, shear wall is difficult to be effectively guaranteed.
Summary of the invention:
The object of the present invention is to provide a kind of easy construction, cost is low, heat insulation property is good self-heat preservation heat insulation beam, post, shear wall.
To achieve these goals, the present invention adopts following technical scheme: a kind of cast-in-situ thermal-insulated heat insulation beam, post, shear wall, comprise thermal insulation thermal insulation board, inboard cast-in-situ concrete layer, outside cast-in-situ concrete layer or screed, hole is arranged on the thermal insulation thermal insulation board, the described hole place is provided with the hole reinforcement, be provided with heat insulation in the hole reinforcement, be interspersed with the enhancing muscle in the heat insulation, strengthen the elongated or middle part of muscle and block layout.
Further in technical scheme of the present invention, the described hole reinforcement is comprised of sleeve and insulating board.
For making above-mentioned thermal insulation beam, post or shear wall, job practices of the present invention comprises the steps: (1) assembling reinforcement cage, and thermal insulation thermal insulation board and steel mesh reinforcement are installed, and arranges hole reinforcement and heat insulation, outboard template in; (2) build first the outside concrete or mortar, after outside cast-in-situ concrete layer or screed reach some strength, build again inboard concrete; (3) after inboard cast-in-situ concrete layer and outside cast-in-situ concrete layer or screed reached strength of mould stripping, outboard template in removing finally formed integral cast-in-situ thermal insulation beam, post, shear wall.
Because the hole place of thermal insulation thermal insulation board is provided with the hole reinforcement in this thermal insulation beam, post or the shear wall, the hole reinforcement can improve the intensity at thermal insulation plate holes place, also can protect hole thermal insulation thermal insulation board all around, it is not damaged when building outside cast-in-situ concrete layer or screed, can also strengthens the ability of thermal insulation thermal insulation board opposing outside cast-in-situ concrete layer or screed lateral pressure; Be provided with heat insulation in the hole reinforcement, thereby cut off the cold bridge that thermal insulation thermal insulation board both sides concrete or mortar produce because of connection, so that the building heat preservation effect reaches optimum level; Simultaneously, be interspersed with the enhancing muscle in the heat insulation, strengthen muscle and stretch in the cast-in-situ concrete, concrete or the mortar of thermal insulation thermal insulation board both sides produced good drawknot effect, so that thermal insulation thermal insulation board both sides steel concrete can act synergistically, jointly stressed.The cast-in-situ thermal-insulated heat insulation beam that finally obtains, post, shear wall not only have larger intensity and rigidity, and heat insulating effect also is effectively guaranteed.
Describe the present invention below in conjunction with the drawings and specific embodiments, but not as limitation of the present invention.
Description of drawings:
In the following drawings, 1 is thermal insulation thermal insulation board, and 2 is the hole on the thermal insulation thermal insulation board 1,3 is heat insulation, and 4 is template, and 5 is the enhancing muscle in the heat insulation 3,6 is reinforcing cage, and 7 is keeper, and 8 is the hole reinforcement, 9 is steel mesh reinforcement, and 10 is outside cast-in-situ concrete layer or screed, and 11 is inboard cast-in-situ concrete layer, 12 is tension member, 13 is stiffening rib, and 14 is support bar, and 15 is correcting wedge.
Fig. 1 is thermal insulation plate holes place structural configuration schematic diagram;
Fig. 2 is another embodiment of structural configuration of thermal insulation plate holes place;
Fig. 3 is hole reinforcement schematic perspective view;
Fig. 4 is another embodiment of hole reinforcement;
Fig. 5 is the hole reinforcement cutting plane schematic diagram of Fig. 3 or Fig. 4;
Fig. 6 is that the thermal insulation thermal insulation board location structure is arranged schematic diagram;
Fig. 7 is that the thermal insulation thermal insulation board location structure is arranged another embodiment;
Fig. 8 is for adding the structural configuration schematic diagram after correcting wedge and the inner side template in Fig. 7;
Fig. 9 is Fig. 8 top view;
Thermal insulation beam, post, the shear wall overall structure schematic diagram of Figure 10 for finally obtaining;
Figure 11 thermal insulation beam, post, another embodiment of shear wall overall structure for finally obtaining;
The specific embodiment:
Below in conjunction with the accompanying drawing in the embodiment of the invention, the technical scheme in the embodiment of the invention is described further.
The present invention is shown in accompanying drawing 1～11.
A kind of cast-in-situ thermal-insulated heat insulation beam, post, shear wall, comprise thermal insulation thermal insulation board 1, inboard cast-in-situ concrete layer 11, outside cast-in-situ concrete layer or screed 10, hole 2 is arranged on the thermal insulation thermal insulation board 1, hole 2 places are provided with hole reinforcement 8, be provided with heat insulation 3 in the hole reinforcement 8, be interspersed with in the heat insulation 3 and strengthen muscle 5, strengthen the elongated or middle part of muscle 5 and block layout.
Shown in Fig. 1～2,2 places are provided with hole reinforcement 8 at hole, are provided with heat insulation 3 in the hole reinforcement 8, are interspersed with in the heat insulation 3 to strengthen muscle 5, strengthen the elongated or middle part of muscle 5 and block layout; Shown in Fig. 3～5, hole reinforcement 8 is comprised of sleeve 8.1 and end plate 8.2.Hole reinforcement 8 is made with heat insulation 3 hard material little by coefficient of thermal conductivity, that intensity is high, and strengthening muscle 5 is reinforcing bar, carbon fiber rod, carbon fiber rope or carbon cloth.The cross-sectional form of hole reinforcement 8 is polygon, circle or oval, the section form of hole reinforcement 8 and heat insulation 3 with all adapt with the section form of hole 2.
When arranging hole reinforcement 8, its sleeve 8.1 stretches into the hole 2 from the outside of thermal insulation thermal insulation board 1, until the end plate 8.2 of hole reinforcement 8 is close to the sidewall of thermal insulation thermal insulation board 1.The end of end plate 8.2 can be positioned at hole 2, also can stretch in the inboard cast-in-situ concrete layer 11, when the end of end plate 8.2 stretches in the inboard cast-in-situ concrete layer 11, can play good drawknot effect to thermal insulation thermal insulation board both sides concrete or mortar.Hole reinforcement 8 can improve the intensity at thermal insulation thermal insulation board 1 hole 2 places; also can protect hole 2 thermal insulation thermal insulation board 1 all around; it is not damaged when building outside cast-in-situ concrete layer or screed 10, can also strengthens the ability of thermal insulation thermal insulation board 1 opposing outside cast-in-situ concrete layer or screed 10 lateral pressures.
Be provided with heat insulation 3 in the hole reinforcement 8, heat insulation 3 and hole reinforcement 8 can prefabricated as a whole members, also can be separate member, when heat insulation 3 and hole reinforcement 8 were an integrated member, heat insulation 3 be located along with the location of hole reinforcement 8; When heat insulation 3 and hole reinforcement 8 are separate member, at first place hole reinforcement 8, place heat insulation 3 in hole reinforcement 8, heat insulation 3 has cut off the cold bridge that thermal insulation thermal insulation board 1 both sides concrete or mortar produce because of connection, so that the building heat preservation effect reaches optimum level again.
Be interspersed with in the heat insulation 3 and strengthen muscle 5, strengthen and be interspersed with cut-out enhancing muscle 5 in middle part in muscle 5 elongated layouts or the heat insulation 3, namely strengthen muscle 5 in heat insulation 3 two ends anchorings, strengthening muscle 5 has not only increased the rigidity of heat insulation 3, strengthening simultaneously muscle 3 stretches in the cast-in-situ concrete, and be connected with steel mesh reinforcement 9 or the reinforcing cage 6 of thermal insulation thermal insulation board 1 both sides, concrete or mortar to thermal insulation thermal insulation board 1 both sides produce good drawknot effect, so that thermal insulation thermal insulation board 1 both sides steel concrete can act synergistically, jointly stressed.
Fig. 6～7 are the location schematic diagram of thermal insulation thermal insulation board.Among Fig. 6, there is keeper 7 side of thermal insulation thermal insulation board 1, and keeper 7 is provided with tension member 12, and keeper 7 can be arranged in the one-sided or bilateral of thermal insulation thermal insulation board 1, also can lateral arrangement or vertical the layout; Can arrange one or more tension members 12 on the keeper 7, tension member 12 is easy to the member of fixedly colligation for steel wire or other, the mid portion welding of tension member 12 or colligation are on keeper 7, and end welding or colligation are on the steel mesh reinforcement 9 or reinforcing cage 6 of thermal insulation thermal insulation board 1 opposite side.Thermal insulation thermal insulation board 1 occured to float when keeper 7 had been avoided concreting with the use of tension member 12, had reduced difficulty of construction and had guaranteed construction quality.
In Fig. 7～9, in the side of thermal insulation thermal insulation board 1 transverse stiffener 13 is arranged, also can set up vertical stiffening rib on the basis of transverse stiffener 13, the stiffening rib of both sides is sandwiched in the middle part with thermal insulation thermal insulation board, so that stiffening rib and thermal insulation thermal insulation board 1 form common stressed integrated member, the intensity of thermal insulation thermal insulation board 1 opposing side force and the rigidity of resistance to deformation have been increased.Between transverse stiffener 13 and the reinforcing cage 6 support bar 14 is arranged, support bar 14 section forms are circle, ellipse, polygon, H shape, and the hard material higher by intensity is made, 14 pairs of thermal insulation thermal insulation boards 1 of support bar play the location and strengthen the effect of its longitudinal rigidity, make thermal insulation thermal insulation board 1 under the side force that the institute concreting produces not failure, topple and the generation level is moved, during construction, build first outside concrete or mortar 10, after the outside cast-in-situ concrete layer or screed 10 reach some strength, extract support bar 14, build again inboard concrete 11.Between template 4 and reinforcing cage 6, establish correcting wedge 15, its purpose is to make each member jointly to share the side force of outside concrete or mortar 10 generations, form and jointly be subjected to Modes of" force, the pass order of the side force that concrete or mortar 10 produce outside guaranteeing to build is: thermal insulation thermal insulation board-vertical supporting bar-reinforcing cage-cushion block-inner side template.
Figure 10 is for using keeper 7 and tension member 12 fixedly thermal insulation beam, post, the shear wall overall structure schematic diagram of thermal insulation thermal insulation board 1 formation, its construction sequence is: (1) assembling reinforcement cage 6, thermal insulation thermal insulation board 1 and steel mesh reinforcement 9 are installed, arrange hole reinforcement 8, heat insulation 3, keeper 7 and tension member 12, outboard template 4 in; (2) build first the outside concrete or mortar, after outside cast-in-situ concrete layer or screed 10 reach some strength, build again inboard concrete 11; (3) after inboard cast-in-situ concrete layer 11 and outside cast-in-situ concrete layer or screed 10 reached strength of mould stripping, outboard template 4 in removing finally formed integral cast-in-situ thermal insulation beam, post, shear wall.
Figure 11 is for using stiffening rib 13 and support bar 14 fixedly thermal insulation beam, post, the shear wall overall structure schematic diagram of thermal insulation thermal insulation board 1 formation, its construction sequence is: (1) assembling reinforcement cage 6, thermal insulation thermal insulation board 1 and steel mesh reinforcement 9 are installed, arrange hole reinforcement 8, heat insulation 3, stiffening rib 13 and support bar 14, outboard template 4 in is arranged correcting wedge 15 at last; (2) build first the outside concrete or mortar, after outside cast-in-situ concrete layer or screed 10 reach some strength, extract support bar 14 out, build again inboard concrete 11; (3) after inboard cast-in-situ concrete layer 11 and outside cast-in-situ concrete layer or screed 10 reached strength of mould stripping, stripping 4 finally formed integral cast-in-situ thermal insulation beam, post, shear wall.
Claims (7)
1. a cast-in-situ thermal-insulated heat insulation beam, post, shear wall, comprise thermal insulation thermal insulation board (1), inboard cast-in-situ concrete layer (11), outside cast-in-situ concrete layer or screed (10), hole (2) is arranged on the thermal insulation thermal insulation board (1), it is characterized in that: described hole (2) locates to be provided with hole reinforcement (8), be provided with heat insulation (3) in the hole reinforcement (8), be interspersed with in the heat insulation (3) and strengthen muscle (5), strengthen the elongated or middle part of muscle (5) and block layout.
2. cast-in-situ thermal-insulated heat insulation beam according to claim 1, post, shear wall, it is characterized in that: described hole reinforcement (8) is comprised of sleeve (8.1) and end plate (8.2).
3. cast-in-situ thermal-insulated heat insulation beam according to claim 1, post, shear wall, it is characterized in that: there are keeper (7) and tension member (12) in the side of described thermal insulation thermal insulation board (1).
4. cast-in-situ thermal-insulated heat insulation beam according to claim 1, post, shear wall, it is characterized in that: there is stiffening rib (13) side of described thermal insulation thermal insulation board (1).
5. cast-in-situ thermal-insulated heat insulation beam according to claim 4, post, shear wall is characterized in that: between described reinforcing cage (6) and the thermal insulation thermal insulation board (1) vertical supporting bar (7) is arranged.
6. cast-in-situ thermal-insulated heat insulation beam according to claim 4, post, shear wall is characterized in that: between described reinforcing cage (6) and the template (4) correcting wedge (15) is arranged.
7. a job practices of making the described cast-in-situ thermal-insulated heat insulation beam of claim 1, post, shear wall comprises the steps:
A, assembling reinforcement cage (6) are installed thermal insulation thermal insulation board (1) and steel mesh reinforcement (9), arrange hole reinforcement (8) and heat insulation (3), outboard template (4) in;
B, build the outside concrete or mortar first, after outside cast-in-situ concrete layer or screed (10) reach some strength, build again inboard concrete (11);
C, after inboard cast-in-situ concrete layer (11) and outside cast-in-situ concrete layer or screed (10) reach strength of mould stripping, outboard template (4) in removing finally forms integral cast-in-situ thermal insulation beam, post, shear wall.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210420732.7A CN102926469B (en) | 2012-10-29 | 2012-10-29 | A kind of cast-in-situ thermal-insulated heat insulation beam, post, shear wall and construction method |
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| CN201210420732.7A CN102926469B (en) | 2012-10-29 | 2012-10-29 | A kind of cast-in-situ thermal-insulated heat insulation beam, post, shear wall and construction method |
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| CN102926469A true CN102926469A (en) | 2013-02-13 |
| CN102926469B CN102926469B (en) | 2016-01-20 |
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Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103195246A (en) * | 2013-04-09 | 2013-07-10 | 舒子杨 | Construction method for self heat insulation of building wall body |
| CN103590508A (en) * | 2013-11-14 | 2014-02-19 | 广州市住宅建设发展有限公司 | Composite thermal insulating wall structure and construction method thereof |
| CN103696516A (en) * | 2014-01-14 | 2014-04-02 | 石家庄晶达建筑体系有限公司 | Dot-mode tied cast-in-situ composite concrete shear wall and construction method thereof |
| CN103790261A (en) * | 2013-12-31 | 2014-05-14 | 吴方伯 | Heat preservation wall and construction method |
| CN103790247A (en) * | 2013-12-30 | 2014-05-14 | 吴方伯 | Cast-in-situ heat preservation beam or column or shear wall and construction method |
| CN103806548A (en) * | 2014-01-02 | 2014-05-21 | 吴方伯 | Construction method of heat-preservation beam or pillar or wall |
| CN104120807A (en) * | 2014-07-11 | 2014-10-29 | 张跃 | Concrete exterior wall with hanging seats |
| CN104533008A (en) * | 2014-12-18 | 2015-04-22 | 王本淼 | Heat insulating wallboard formed by casting foam cement into machine-made steel net-like body |
| CN104805932A (en) * | 2015-05-18 | 2015-07-29 | 山东金城建设有限公司 | Anti-floating anti-lateral displacement construction method of external-wall self heat-preservation system |
| CN105625587A (en) * | 2015-12-28 | 2016-06-01 | 晟通科技集团有限公司 | Aluminum formwork external wall heat preservation device |
| CN105937279A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Cast-in-situ integrated steel frame infilled wall system with steel sheets connected in limited mode and construction method |
| CN107119813A (en) * | 2016-02-25 | 2017-09-01 | 北京杰特莱斯节能科技有限公司 | AB assembled architectures energy-saving heat-insulating wall and wall body decoration integral system |
| CN109208780A (en) * | 2018-11-06 | 2019-01-15 | 沙洲职业工学院 | A kind of assembled architecture wall based on heat insulation |
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| CN112982744A (en) * | 2021-02-25 | 2021-06-18 | 吉林建筑大学 | Thermal-break heat-insulation tie piece, light external-hanging heat-insulation wallboard and system thereof |
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| CN103195246A (en) * | 2013-04-09 | 2013-07-10 | 舒子杨 | Construction method for self heat insulation of building wall body |
| CN103195246B (en) * | 2013-04-09 | 2016-01-20 | 舒子杨 | The construction method of building masonry wall self-heat conserving |
| CN103590508B (en) * | 2013-11-14 | 2015-10-28 | 广州市住宅建设发展有限公司 | A kind of construction method of composite thermal-insulating wall |
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| CN103790247A (en) * | 2013-12-30 | 2014-05-14 | 吴方伯 | Cast-in-situ heat preservation beam or column or shear wall and construction method |
| CN103790261B (en) * | 2013-12-31 | 2016-04-06 | 吴方伯 | A kind of insulated wall and construction method |
| CN103790261A (en) * | 2013-12-31 | 2014-05-14 | 吴方伯 | Heat preservation wall and construction method |
| CN103806548A (en) * | 2014-01-02 | 2014-05-21 | 吴方伯 | Construction method of heat-preservation beam or pillar or wall |
| CN103696516B (en) * | 2014-01-14 | 2015-10-07 | 石家庄晶达建筑体系有限公司 | A kind of cast-in-place compound concrete shear wall of point type drawknot and construction method thereof |
| CN103696516A (en) * | 2014-01-14 | 2014-04-02 | 石家庄晶达建筑体系有限公司 | Dot-mode tied cast-in-situ composite concrete shear wall and construction method thereof |
| CN104120807A (en) * | 2014-07-11 | 2014-10-29 | 张跃 | Concrete exterior wall with hanging seats |
| CN104533008A (en) * | 2014-12-18 | 2015-04-22 | 王本淼 | Heat insulating wallboard formed by casting foam cement into machine-made steel net-like body |
| CN104805932B (en) * | 2015-05-18 | 2017-03-08 | 山东金城建设有限公司 | Outer wall self heat-preserving system anti-floating anti-lateral displacement construction method |
| CN104805932A (en) * | 2015-05-18 | 2015-07-29 | 山东金城建设有限公司 | Anti-floating anti-lateral displacement construction method of external-wall self heat-preservation system |
| CN105625587B (en) * | 2015-12-28 | 2018-03-27 | 晟通科技集团有限公司 | Aluminum alloy pattern plate exterior-wall heat insulation device |
| CN105625587A (en) * | 2015-12-28 | 2016-06-01 | 晟通科技集团有限公司 | Aluminum formwork external wall heat preservation device |
| CN107119813A (en) * | 2016-02-25 | 2017-09-01 | 北京杰特莱斯节能科技有限公司 | AB assembled architectures energy-saving heat-insulating wall and wall body decoration integral system |
| CN105937279A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Cast-in-situ integrated steel frame infilled wall system with steel sheets connected in limited mode and construction method |
| CN109208780A (en) * | 2018-11-06 | 2019-01-15 | 沙洲职业工学院 | A kind of assembled architecture wall based on heat insulation |
| CN109208780B (en) * | 2018-11-06 | 2024-01-12 | 沙洲职业工学院 | Assembled building wall based on heat insulation block |
| CN111636596A (en) * | 2019-09-17 | 2020-09-08 | 河北新农建节能科技有限公司 | Structure of wall with heat-insulating layer and construction method thereof |
| CN112982744A (en) * | 2021-02-25 | 2021-06-18 | 吉林建筑大学 | Thermal-break heat-insulation tie piece, light external-hanging heat-insulation wallboard and system thereof |
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| CN102926469B (en) | 2016-01-20 |
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Effective date of registration: 20220926 Address after: Xiangjiang Century City, Kaifu District, Changsha City, Hunan Province 410008 Patentee after: Wu Chong Address before: 410082 Hunan province Changsha Lushan Road Structure Engineering Research Institute Hunan University Patentee before: Wu Fangbo |
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