CN102900157A - Cast-in-situ heat-preservation shear wall, column and beam and construction method - Google Patents
Cast-in-situ heat-preservation shear wall, column and beam and construction method Download PDFInfo
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- CN102900157A CN102900157A CN2012103877410A CN201210387741A CN102900157A CN 102900157 A CN102900157 A CN 102900157A CN 2012103877410 A CN2012103877410 A CN 2012103877410A CN 201210387741 A CN201210387741 A CN 201210387741A CN 102900157 A CN102900157 A CN 102900157A
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 49
- 238000004321 preservation Methods 0.000 title claims abstract description 23
- 238000010276 construction Methods 0.000 title abstract description 10
- 238000009413 insulation Methods 0.000 claims abstract description 148
- 239000004567 concrete Substances 0.000 claims abstract description 51
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 44
- 239000003351 stiffener Substances 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 230000002146 bilateral effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 9
- 238000005266 casting Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 19
- 239000000463 material Substances 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005192 partition Methods 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 preservation shear wall column and beam which comprises a heat preservation plate (1), a reinforcement cage (10), an inside cast-in-situ concrete layer (13) and an outside cast-in-situ concrete layer or a screed (12), wherein transverse stiffening ribs (2) are arranged at the two sides of the heat preservation thermal insulation plate (1). A construction method for manufacturing the shear wall, column and beam comprises the following steps: standing up a side template (9) at one side, placing the reinforcement cage (10), and arranging a cushion block (8) between the side template (9) and the reinforcement cage (10); casting the outer concrete or the screed in an in-situ manner, dismantling a vertical support rod (7) and casting the inner concrete (13) after the outer concrete or the screed achieves a certain strength; after the inner and outer concrete layers or the screed layer achieve a template dismantling strength, dismantling the side template (9) so as to obtain the overall cast-in-situ heat preservation shear wall, column and beam. The cast-in-situ heat preservation shear wall, column and beam are good in load-carrying capability, simple to construct and good in heat preservation effect, and the construction quality is easy to ensure.
Description
Technical field:
The present invention relates to building field, specifically refer to a kind of a kind of cast-in-situ thermal-insulated shear wall for building, post, beam 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 easily occurs in the building.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, and there is not cold bridge in good effect of heat insulation.But when concreting, in this cast-in-situ thermal-insulated shear wall, post, the beam employed thermal insulation thermal insulation board intensity, rigidity a little less than, thermal insulation thermal insulation board can not be resisted the lateral pressure that cast-in-situ concrete produces.Simultaneously, in heat-preservation shear wall, post, beam casting process, thermal insulation thermal insulation board stability is difficult to ensure card.Finally, the standard of the resulting heat-preservation shear wall of difficult assurance, post, each member relative position of beam, accurate.
Summary of the invention:
In view of this, the invention provides a kind of cast-in-situ thermal-insulated shear wall, post, beam and job practices.This heat-preservation shear wall, post, beam comprise thermal insulation thermal insulation board, reinforcing cage, inboard cast-in-situ concrete layer, outside cast-in-situ concrete layer or screed, wherein thermal insulation thermal insulation board is provided with hole, in described thermal insulation thermal insulation board both sides stiffening rib is set, stiffening rib and thermal insulation thermal insulation board form integrated member, thereby make thermal insulation thermal insulation board have enough strength and stiffness to resist the lateral pressure of cast-in-situ concrete.Heat-preservation shear wall, post, beam are according to certain sequence construction, vertical supporting bar and cushion block are set in the work progress, thereby guaranteed the stability of thermal insulation thermal insulation board when concreting, also guaranteed the accuracy of resulting heat-preservation shear wall, post, each member relative position of beam.
To achieve these goals, the present invention adopts following technical scheme: a kind of cast-in-situ thermal-insulated shear wall, post, beam, comprise thermal insulation thermal insulation board, reinforcing cage, inboard cast-in-situ concrete layer, outside cast-in-situ concrete layer or screed, hole is arranged on the thermal insulation thermal insulation board, and there is transverse stiffener the thermal insulation thermal insulation board both sides.
Further in technical scheme of the present invention, the one-sided or bilateral of described thermal insulation thermal insulation board has vertical stiffening rib; The vertical supporting bar is arranged between described reinforcing cage and the thermal insulation thermal insulation board; In the hole on the described thermal insulation thermal insulation board heat insulation is arranged, be interspersed with reinforcing rib in the heat insulation, layout is blocked at the elongated or middle part of reinforcing rib.
The present invention adopts following job practices to make above-mentioned cast-in-situ thermal-insulated shear wall, post, beam: a side side template, place reinforcing cage, and between the side template that installs and reinforcing cage, establish cushion block, arrange the vertical supporting bar; Fixedly thermal insulation thermal insulation board and steel mesh reinforcement prop up the opposite side side template; Build first the outside concrete or mortar, after outside cast-in-situ concrete layer or screed reach some strength, extract the vertical supporting bar, build inboard concrete; After inboard cast-in-situ concrete layer and outside cast-in-situ concrete layer or screed reach strength of mould stripping, remove side template, finally form integral cast-in-situ heat-preservation shear wall, post, beam.
Cast-in-situ thermal-insulated shear wall provided by the invention, post, beam are provided with transverse stiffener in described thermal insulation thermal insulation board both sides, or set up vertical stiffening rib on the basis of transverse stiffener.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 form common stressed integrated member.Obviously, the setting of thermal insulation thermal insulation board both sides stiffening rib has increased the intensity of thermal insulation thermal insulation board opposing side force and the rigidity of resistance to deformation.
In the construction, between reinforcing cage and thermal insulation thermal insulation board, establish the vertical supporting bar, vertical supporting pole pair thermal insulation thermal insulation board plays the location and strengthens the effect of its longitudinal rigidity, make thermal insulation thermal insulation board under the side force that institute's concreting produces not failure, topple and the generation level is moved.Between side template and reinforcing cage, establish cushion block, the purpose that cushion block is set is: when 1) building outside concrete or mortar, the side force pass order that concrete or mortar produce is: thermal insulation thermal insulation board-vertical supporting bar-reinforcing cage-cushion block-inner side template, it is the side force that each member is shared outside concrete or mortar generation jointly, form and jointly be subjected to Modes of" force, reduced the side force that thermal insulation thermal insulation board bears, thereby guaranteed that thermal insulation thermal insulation board is not destroyed.2) setting of cushion block has guaranteed the distance between reinforcing cage and the side template, thereby makes the outermost reinforcing bar that enough protective layer thickness be arranged, and has finally guaranteed the construction quality of cast-in-situ thermal-insulated shear wall, post, beam.
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 transverse stiffener, 3 is reinforcing rib, and 4 is heat insulation, and 5 is the hole on the thermal insulation thermal insulation board 1,6 is vertical stiffening rib, 7 for protecting the vertical supporting bar, and 8 is cushion block, and 9 is side template, 10 is reinforcing cage, 11 is steel mesh reinforcement, and 12 is outside cast-in-situ concrete layer or screed, and 13 is inboard cast-in-situ concrete layer.
Fig. 1 is both sides band transverse stiffener thermal insulation thermal insulation board structural representations;
Fig. 2 is both sides band transverse stiffener and longitudinal stiffener thermal insulation thermal insulation board structural representation;
Fig. 3 is that a side band transverse stiffener, a side band laterally reach longitudinal stiffener thermal insulation thermal insulation board structural representation;
Fig. 4 is that each member was arranged schematic diagram before heat-preservation shear wall, post, beam were built;
Fig. 5 is Fig. 4 top view;
Fig. 6 is that each member was arranged another embodiment before heat-preservation shear wall, post, beam were built;
Fig. 7 is Fig. 6 top view;
Fig. 8 is that heat-preservation shear wall, post, beam outside layer of concrete or screed are built schematic diagram;
Integral heat insulation shear wall, post, the girder construction schematic diagram of Fig. 9 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 1～9.
A kind of cast-in-situ thermal-insulated shear wall, post, beam comprise thermal insulation thermal insulation board 1, reinforcing cage 10, inboard cast-in-situ concrete layer 13, outside cast-in-situ concrete layer or screed 12, as shown in Figure 9.Hole 5 is arranged on the thermal insulation thermal insulation board 1, heat insulation 4 is arranged in the hole 5, there is transverse stiffener 2 thermal insulation thermal insulation board 1 both sides.
Establish transverse stiffener 2 in thermal insulation thermal insulation board 1 both sides, as shown in Figure 1; Or set up vertical stiffening rib 6 on the basis of transverse stiffener 2, shown in Fig. 2,3.Stiffening rib the strength and stiffness that purpose is to increase thermal insulation thermal insulation board 1 are set.The stiffening rib of both sides is sandwiched in the middle part with thermal insulation thermal insulation board 1, so that stiffening rib and thermal insulation thermal insulation board 1 form common stressed integrated member 1, thereby has increased the intensity of thermal insulation thermal insulation board 1 opposing side force and the rigidity of resistance to deformation.
Establish hole 5 on the thermal insulation thermal insulation board 1, during concreting, can flow in the hole 5, thereby the concrete in the hole, heat insulation 4, reinforcing rib 3 forms the larger short column of rigidity.Formed short column produces good drawknot effect to the steel concrete of both sides, so that thermal insulation thermal insulation board 1 both sides steel concrete can act synergistically, jointly stressed, the shear wall that finally obtains, post, beam have larger intensity and rigidity.
Be interspersed with reinforcing rib 3 in described heat insulation 4, layout is blocked at the elongated or middle part of reinforcing rib 3, and wherein, reinforcing rib 3 is reinforcing bar, carbon fiber rod, carbon fiber rope or carbon cloth.The layout purpose of heat insulation 4 is that the cold bridge that exists in the partition heat preservation function insulating board 1 is optimized shear wall, post, beam heat insulating effect.Simultaneously, the carbon fibre material that reinforcing rib 3 adopts can bear larger pulling force, and low than the reinforcing bar coefficient of thermal conductivity, uses carbon fibre material can better guarantee the heat-insulating property of building.
During reinforcing rib 3 elongated layout in the heat insulation 4, reinforcing rib 3 can increase the rigidity of heat insulation 2 greatly, thereby thermal insulation thermal insulation board 1 both sides steel concrete is better acted synergistically.Simultaneously, the section form of heat insulation 4 is polygon, circle or oval, and hole 5 shapes on the section form of heat insulation 4 and the thermal insulation thermal insulation board 1 adapt, and section form is according to the concrete engineering application choice.It is straightway or bending segment that elongated reinforcing rib 3 stretches out heat insulation 4 parts, and this arranges purpose and is that the reinforcing rib 3 in the heat insulation 4 can reach better anchoring effect with Cast-in-place concrete.
Be interspersed with the middle part in the heat insulation 4 and cut off reinforcing rib 3, namely when heat insulation 4 two ends anchoring reinforcing rib 3, because heat insulation 4 rigidity own are very large, fractureing of reinforcing rib 3 can not affect the drawknot of the 3 pairs of both sides steel bar concretes of reinforcing rib that are anchored in the heat insulation 4.And meanwhile, reinforcing rib 3 middle parts are blocked and are caused blocking of cold bridge, thereby reach better heat preservation and energy conservation effects.The reinforcing rib 3 that the middle part is blocked stretches out heat insulation 4 parts and also is set to straightway or bending segment.
Shown in Fig. 4 ~ 7.During construction, prop up first a side side template 9, place reinforcing cage 10, between the side template 9 that installs and reinforcing cage 10, establish cushion block 8, layout vertical supporting bar 7.Fixedly prop up opposite side side template 9 behind thermal insulation thermal insulation board 1 and the steel mesh reinforcement 11.
The purpose that cushion block 8 is set between side template 9 and the reinforcing cage 10 is: when 1) building outside layer of concrete or screed 12, the side force pass order that concrete or mortar produce is: thermal insulation thermal insulation board 1-vertical supporting bar 7-reinforcing cage 10-cushion block 8-inner side template 9, it is the side force that each member is shared outside layer of concrete or screed 12 generations jointly, form and jointly be subjected to Modes of" force, reduced the side force that thermal insulation thermal insulation board 1 bears, thereby guaranteed that thermal insulation thermal insulation board 1 is not destroyed.2) setting of cushion block 8 has guaranteed the distance between reinforcing cage 10 and the side template 9, thereby makes the outermost reinforcing bar that enough protective layer thickness be arranged, and has finally guaranteed the construction quality of cast-in-situ thermal-insulated shear wall, post, beam.Cushion block 8 is made by the higher hard material of intensity.
Between reinforcing cage 10 and thermal insulation thermal insulation board 1, establish vertical supporting bar 7,7 pairs of thermal insulation thermal insulation boards 1 of vertical supporting 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 layer of concrete of building or screed 12 produce not failure, topple and the generation level is moved.Vertical supporting bar 7 section forms are circle, ellipse, polygon, H shape, and are made by the higher hard material of intensity.Support bar 7 section forms require to adopt according to concrete Practical Project.
As shown in Figure 8, behind each member installation in position, build the outside concrete or mortar, after outside cast-in-situ concrete layer or screed 12 reach some strength, extract vertical supporting bar 7, build inboard concrete.After inboard cast-in-situ concrete layer 13 and outside cast-in-situ concrete layer or screed 12 reach strength of mould stripping, remove side template 9, finally form integral cast-in-situ heat-preservation shear wall, post, beam, as shown in Figure 9.
Claims (5)
1. a cast-in-situ thermal-insulated shear wall, post, beam, comprise thermal insulation thermal insulation board (1), reinforcing cage (10), inboard cast-in-situ concrete layer (13), outside cast-in-situ concrete layer or screed (12), hole (5) is arranged on the thermal insulation thermal insulation board (1), it is characterized in that: there is transverse stiffener (2) thermal insulation thermal insulation board (1) both sides.
2. cast-in-situ thermal-insulated shear wall according to claim 1, post, beam is characterized in that: the one-sided or bilateral of thermal insulation thermal insulation board (1) has vertical stiffening rib (6).
3. cast-in-situ thermal-insulated shear wall according to claim 1, post, beam is characterized in that: between described reinforcing cage (10) and the thermal insulation thermal insulation board (1) vertical supporting bar (7) is arranged.
4. cast-in-situ thermal-insulated shear wall according to claim 1, post, beam, it is characterized in that: in the hole (5) on the described thermal insulation thermal insulation board (1) heat insulation (4) is arranged, be interspersed with reinforcing rib (3) in the heat insulation (4), layout is blocked at the elongated or middle part of reinforcing rib (3).
5. a job practices of making the described cast-in-situ thermal-insulated shear wall of claim 1, post, beam comprises the steps:
A, a side side template (9) are placed reinforcing cage (10), establish cushion block (8) between the side template that installs (9) and reinforcing cage (10);
B, layout vertical supporting bar (7), fixedly thermal insulation thermal insulation board (1) and steel mesh reinforcement (11) prop up opposite side side template (9);
C, build the outside concrete or mortar first, after outside cast-in-situ concrete layer or screed (12) reach some strength, extract vertical supporting bar (7), build inboard concrete (13);
D, after inboard cast-in-situ concrete layer (13) and outside cast-in-situ concrete layer or screed (12) reach strength of mould stripping, remove side template (9), finally form integral cast-in-situ heat-preservation shear wall, post, beam.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210387741.0A CN102900157B (en) | 2012-10-12 | 2012-10-12 | A kind of cast-in-situ heat preservation shear wall, post, beam and construction method |
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| CN201210387741.0A CN102900157B (en) | 2012-10-12 | 2012-10-12 | A kind of cast-in-situ heat preservation shear wall, post, beam and construction method |
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| CN102900157B CN102900157B (en) | 2016-01-20 |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103206021A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Wall insulation layer structure and construction method thereof |
| CN103216026A (en) * | 2013-02-07 | 2013-07-24 | 曲华清 | Manufacturing and construction methods of energy-saving combined type heat-insulation wall body |
| 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 |
| CN104278762A (en) * | 2014-09-02 | 2015-01-14 | 绿建科技集团新型建材高技术有限公司 | Novel wall self thermal insulation system combining cast-in-situ wall and thermal insulation building blocks |
| WO2017115073A1 (en) * | 2015-12-29 | 2017-07-06 | Holt John Christopher | Thermally broken truss |
| CN109322421A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | The multi-storey steel structure of the double-deck load-bearing concrete shear wall including built-in sandwiched heat insulation board is built and its method of construction |
| CN110284633A (en) * | 2019-04-30 | 2019-09-27 | 中国一冶集团有限公司 | Embedded thermal-insulating waterproof block shear wall and its construction method |
| CN110725442A (en) * | 2019-10-28 | 2020-01-24 | 中建四局第六建筑工程有限公司 | Cast-in-place hollow concrete plastering-free outer wall |
| CN111075064A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
| 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 |
| CN111677186A (en) * | 2020-07-15 | 2020-09-18 | 河北新农建节能科技有限公司 | Steel wire mesh frame sandwich board comprising expansion mesh outer template and manufacturing method thereof |
| CN114458006A (en) * | 2022-01-25 | 2022-05-10 | 中国一冶集团有限公司 | Cast in situ concrete wallboard steel bar formwork fixed knot constructs |
| CN116556553A (en) * | 2023-05-26 | 2023-08-08 | 江苏恒尚节能科技股份有限公司 | Construction device and construction method for heat-insulating refractory curtain wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2545126A1 (en) * | 1984-04-27 | 1984-11-02 | Navarro Villarreal Jose | Panel for a lightweight wall |
| JP2000271944A (en) * | 1999-03-29 | 2000-10-03 | Moriya Field:Kk | Manufacture of heat insulation panel |
| CN202047490U (en) * | 2011-04-14 | 2011-11-23 | 孙逸宸 | Pressing heat insulation board |
| CN202284336U (en) * | 2011-10-18 | 2012-06-27 | 李富厚 | Thermal insulation net plate of reinforced concrete shear wall |
| CN202390954U (en) * | 2011-11-21 | 2012-08-22 | 中国京冶工程技术有限公司 | Connecting piece for sandwiched insulation wall board |
| CN102677794A (en) * | 2011-03-08 | 2012-09-19 | 吴淑环 | Exterior wall external insulation composite wall provided with support |
| CN102704588A (en) * | 2012-06-15 | 2012-10-03 | 吴方伯 | Cast-in-place heat preservation beam, column or shear wall |
-
2012
- 2012-10-12 CN CN201210387741.0A patent/CN102900157B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2545126A1 (en) * | 1984-04-27 | 1984-11-02 | Navarro Villarreal Jose | Panel for a lightweight wall |
| JP2000271944A (en) * | 1999-03-29 | 2000-10-03 | Moriya Field:Kk | Manufacture of heat insulation panel |
| CN102677794A (en) * | 2011-03-08 | 2012-09-19 | 吴淑环 | Exterior wall external insulation composite wall provided with support |
| CN202047490U (en) * | 2011-04-14 | 2011-11-23 | 孙逸宸 | Pressing heat insulation board |
| CN202284336U (en) * | 2011-10-18 | 2012-06-27 | 李富厚 | Thermal insulation net plate of reinforced concrete shear wall |
| CN202390954U (en) * | 2011-11-21 | 2012-08-22 | 中国京冶工程技术有限公司 | Connecting piece for sandwiched insulation wall board |
| CN102704588A (en) * | 2012-06-15 | 2012-10-03 | 吴方伯 | Cast-in-place heat preservation beam, column or shear wall |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216026A (en) * | 2013-02-07 | 2013-07-24 | 曲华清 | Manufacturing and construction methods of energy-saving combined type heat-insulation wall body |
| CN103206021A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Wall insulation layer structure and construction method thereof |
| CN103206021B (en) * | 2013-03-28 | 2016-03-02 | 苏州市世好建材新技术工程有限公司 | The heat insulation layer structure of body of wall and construction method thereof |
| 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 |
| CN104278762A (en) * | 2014-09-02 | 2015-01-14 | 绿建科技集团新型建材高技术有限公司 | Novel wall self thermal insulation system combining cast-in-situ wall and thermal insulation building blocks |
| WO2017115073A1 (en) * | 2015-12-29 | 2017-07-06 | Holt John Christopher | Thermally broken truss |
| CN109322421A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | The multi-storey steel structure of the double-deck load-bearing concrete shear wall including built-in sandwiched heat insulation board is built and its method of construction |
| CN111075064A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
| CN110284633A (en) * | 2019-04-30 | 2019-09-27 | 中国一冶集团有限公司 | Embedded thermal-insulating waterproof block shear wall and its construction method |
| 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 |
| CN110725442A (en) * | 2019-10-28 | 2020-01-24 | 中建四局第六建筑工程有限公司 | Cast-in-place hollow concrete plastering-free outer wall |
| CN111677186A (en) * | 2020-07-15 | 2020-09-18 | 河北新农建节能科技有限公司 | Steel wire mesh frame sandwich board comprising expansion mesh outer template and manufacturing method thereof |
| CN114458006A (en) * | 2022-01-25 | 2022-05-10 | 中国一冶集团有限公司 | Cast in situ concrete wallboard steel bar formwork fixed knot constructs |
| CN116556553A (en) * | 2023-05-26 | 2023-08-08 | 江苏恒尚节能科技股份有限公司 | Construction device and construction method for heat-insulating refractory curtain wall |
| CN116556553B (en) * | 2023-05-26 | 2023-11-14 | 江苏恒尚节能科技股份有限公司 | Construction device and construction method for heat-insulating refractory curtain wall |
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| CN102900157B (en) | 2016-01-20 |
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Effective date of registration: 20220927 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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