CN1693616A - External wall tile wall on heat insulating layer of combined placing concrete and polyphenyl board and construction method - Google Patents
External wall tile wall on heat insulating layer of combined placing concrete and polyphenyl board and construction method Download PDFInfo
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- CN1693616A CN1693616A CNA200510200319XA CN200510200319A CN1693616A CN 1693616 A CN1693616 A CN 1693616A CN A200510200319X A CNA200510200319X A CN A200510200319XA CN 200510200319 A CN200510200319 A CN 200510200319A CN 1693616 A CN1693616 A CN 1693616A
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Abstract
This invention relates to a concrete combined placed polyphenylene board outer heat protection paste face brick wall and its construction method. The wall are concrete wall, heat protection layer, anti crack shielding and outer decorating layer from inner to outer. The heat protection layer is composite heat protection layer that consisted by polystyrene board processed through interface mortar, the board is placed as one with concrete wall, and gelatin powder polystyrene particle protection pulp that used to flooring on surface of polystyrene board. On layer of polymer cement anti crack mortar is in anti crack protection layer, one layer of hot zinc coating welded wire mesh is in middle, and it is connected to base wall by plastic expand bolt, the outer is one layer of polymer cement anti-crack mortar, outer decorating layer is face brick that pasted through wild bonded mortar. Polystyrene board includes non net or net polystyrene board of moulding or extruding. The technique problem of concrete composite placing polystyrene board outer heat protection wall pasted face brick, and the manufacturing method of outer decorating face of polystyrene board heat protecting wall is abounded.
Description
(1), technical field
The present invention relates to a kind of concrete composite pouring polyphenyl plate and be incubated binding face tile body of wall and job practices outward.
(2), background technology
Advantages such as polyphenyl plate and excellent heat-insulating property and lower price are occupied sizable market share on the building heat preservation body of wall, the job practices of its external heat insulating wall is fast with its speed of application, construction height is unrestricted more and more are subjected to doting on of users.But there are the following problems for the polyphenyl plate external heat insulating wall: the insulation layer strength ratio is lower, and fireproof performance is poor, and the adhesion strength between polyphenyl plate and the basic unit's body of wall is smaller, is easy to come off at polyphenyl plate heat preserving exterior surface of wall binding face tile.
(3), summary of the invention
The invention provides a kind of concrete composite pouring polyphenyl plate and be incubated binding face tile body of wall and job practices outward, solve that external heat insulating wall insulation layer intensity is lower, fireproof performance is relatively poor, the problem that adhesion strength is less, the outside finish binding face tile comes off easily between polyphenyl plate and the basic unit's body of wall.
Concrete composite pouring polyphenyl plate of the present invention is incubated the technical scheme of binding face tile wall construction method outward: this concrete composite pouring polyphenyl plate is incubated the job practices of binding face tile body of wall outward, it is characterized in that following steps are arranged:
A, on the wall base colligation body of wall reinforcing cage, on reinforcing bar by the wall outside, by the thickness of concrete cover requirement, the fixed interval cushion block;
B, settle one deck polyphenyl plate at the reinforcing cage lateral surface, there is the boundary mortar layer on this polyphenyl plate two sides spary in advance, and the plate seam place of polyphenyl plate coats bonded adhesives, pastes fixing with adhesive tape;
C, in the outside of reinforcing cage and polyphenyl plate fixing body of wall medial and lateral template, traversed wall bolt in the middle of the template;
D, template upright good after, fluid concrete reaches form removal after the intensity;
E, carry out levelling with lightweight aggregate heat preservation slurry p-poly-phenyl plate face and handle;
F, smear the first pass anti-crack polymer cement mortar, after the drying, with the plastic expansion crab-bolt galvanizing electrowelding net is fixed on the metope, smears anti-crack polymer cement mortar second time, the bolt cap of galvanizing electrowelding net and plastic expansion crab-bolt all is coated among the polymerization cement anticracking grout;
G, treat above-mentioned anti-crack polymer cement mortar drying after, binding face tile, and jointing.
Above-mentioned polyphenyl plate is that the surface is connected with by steel fabric sheet and the three dimensions form that the oblique inserted wire that passes polyphenyl plate is welded the net warming plate is arranged.
Above-mentioned polyphenyl plate is the no gauze wire cloth warming plate that no gauze wire cloth warming plate or surface have the dove-tail form groove.
Among the above-mentioned steps b, two polyphenyl plate are connected together with the plastics bail on the plate seam both sides of polyphenyl plate, and the colligation of plastics bail is fixed on the reinforcing bar.
Among the above-mentioned steps d, template is buckled a flute profile cover after standing well in the upper end of polyphenyl plate, and then fluid concrete.
Among the above-mentioned steps e, the lightweight aggregate in the described lightweight aggregate heat preservation slurry is granular polystyrene, expanded perlite or expanded vermiculite, and the lightweight aggregate heat preservation slurry is formulated by lightweight aggregate and cement, flyash, rubber powder.
Among the above-mentioned steps f, the local uneven position of galvanizing electrowelding net is stuck in the anti-crack polymer cement mortar surface with U type clamp, and the galvanizing electrowelding net at receipts such as negative and positive angle, window, parapet, settlement joint head place is fixed on the concrete main body structure.
Among the above-mentioned steps f, edge need be used perpendicular type galvanizing electrowelding net bound edge.
This concrete composite pouring polyphenyl plate is incubated the binding face tile body of wall outward, this body of wall is concrete wall from inside to outside successively, insulation layer, cracking resistance overcoat and exterior trim surface layer, it is characterized in that: described insulation layer be by with the concrete wall composite pouring together polyphenyl plate and the polyphenyl plate face on play the composite heat-insulating layer that the adhesive powder-polystyrene granule thermal insulation mortar layer of levelling effect combines, above-mentioned polyphenyl plate two sides is stained with the boundary mortar processing layer, the inside of cracking resistance overcoat is an one layer of polymeric cement anticracking grout, middle shop one deck galvanizing electrowelding net, and firmly be connected with the basic unit body of wall with the plastic expansion crab-bolt, the outside is an one layer of polymeric cement anticracking grout, and the exterior trim surface layer is the face brick of pasting with the flexible adhesion mortar.
Beneficial effect: basic unit of the present invention wall body structure and insulation layer one-shot forming, strengthened the fireproof performance of heat-preserving wall greatly, improved the adhesion strength between polyphenyl plate and the basic unit's body of wall.
Polyphenyl plate has not only improved the adhesion strength of polyphenyl plate and basic unit's body of wall or leveling layer material, but also has improved the fireproof performance of polyphenyl plate through after the interface processing.
Adopt polyphenyl plate and concrete composite pouring forming technology, also improved the adhesion strength of polyphenyl plate and basic unit's body of wall.Dovetail groove on the polyphenyl plate, steel wire net rack, plastics bail all can improve the adhesion strength between polyphenyl plate and the basic unit's body of wall.
Carry out levelling with adhesive powder-polystyrene granule thermal insulation mortar p-poly-phenyl plate, not only can fill up the hole on the polyphenyl plate face, play the levelling effect, but also can improve the heat insulation effect of whole body of wall, have excellent fireproof performance owing to adhesive powder-polystyrene granule thermal insulation mortar simultaneously, thereby also can improve the fireproof performance of whole heat-preserving wall.
Adopt galvanizing electrowelding net and plastic expansion crab-bolt to carry out mechanical consolidation, stability of structure and safety have been improved, the enough anchorage depth of plastic expansion crab-bolt in the concrete base layer body of wall also ensured the safety of outside finish binding face tile, and the acting in conjunction by galvanizing electrowelding net and plastic expansion crab-bolt can be with the Load Transfer of binding face tile to basic unit's body of wall.
(4), description of drawings
Fig. 1 is the step a schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method;
Fig. 2 is the step b schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method;
Fig. 3 is the step c schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method;
Fig. 4 is the steps d schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method;
Fig. 5 is the step e schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method;
Fig. 6 is the step f schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method;
Fig. 7 is the step g schematic diagram that the embodiment of the invention one adopts the non-net polyphenyl board construction method.
Fig. 8 is that the embodiment of the invention two adopts the step a schematic diagram that the net polyphenyl plate job practices is arranged;
Fig. 9 is that the embodiment of the invention two adopts the step b schematic diagram that the net polyphenyl plate job practices is arranged;
Figure 10 is that the embodiment of the invention two adopts the step c schematic diagram that the net polyphenyl plate job practices is arranged;
Figure 11 is that the embodiment of the invention two adopts the steps d schematic diagram that the net polyphenyl plate job practices is arranged;
Figure 12 is that the embodiment of the invention two adopts the step e schematic diagram that the net polyphenyl plate job practices is arranged;
Figure 13 is that the embodiment of the invention two adopts the step f schematic diagram that the net polyphenyl plate job practices is arranged;
Figure 14 is that the embodiment of the invention two adopts the step g schematic diagram that the net polyphenyl plate job practices is arranged.
Figure 15 is the wall structure schematic diagram that the embodiment of the invention one adopts non-net polyphenyl plate.
Figure 16 is that the embodiment of the invention two adopts the wall structure schematic diagram that net polyphenyl plate is arranged.
Among the figure: 1-concrete base layer body of wall, 2-non-net polyphenyl plate, 3-lightweight aggregate heat preservation slurry, 4-anti-crack polymer cement mortar, 5-galvanizing electrowelding net, 6-plastic expansion crab-bolt, 7-face brick adhesive mortar, 8-face brick, 9-have net polyphenyl plate, 10-plastics bail, 11-reinforcing cage, 12-cushion block, 13-medial and lateral template, 14-through-wall bolt, 15-flute profile cover, 16-concrete, 17-bound edge.
(5), the specific embodiment
Embodiment one is referring to Fig. 1-7, and the concrete composite pouring polyphenyl plate is incubated binding face tile wall construction method step outward:
A, on the wall base colligation body of wall reinforcing cage 11, on reinforcing bar by the wall outside, by the thickness of concrete cover requirement, fixed interval cushion block 12.
B, settle one deck non-net polyphenyl plate 2 at the reinforcing cage lateral surface, there is the boundary mortar layer on this polyphenyl plate two sides spary in advance, and the plate seam place of polyphenyl plate coats bonded adhesives, pastes fixing with adhesive tape; Plate seam both sides in polyphenyl plate can connect together two polyphenyl plate with plastics bail 10, and the colligation of plastics bail is fixed on the reinforcing bar.
C, in the outside of reinforcing cage and polyphenyl plate fixing body of wall medial and lateral template 13, traversed wall bolt 14 in the middle of the template.
D, template upright good after, buckle a flute profile cover 15 in the upper end of polyphenyl plate, and then fluid concrete 16, reach form removal after the intensity.
E, carry out levelling with lightweight aggregate heat preservation slurry 3 p-poly-phenyl plate faces and handle.
F, smear first pass anti-crack polymer cement mortar 4, after the drying, with plastic expansion crab-bolt 6 galvanizing electrowelding net 5 is fixed on the metope, smears anti-crack polymer cement mortar second time, the bolt cap of galvanizing electrowelding net and plastic expansion crab-bolt all is coated among the polymerization cement anticracking grout.
G, treat above-mentioned anti-crack polymer cement mortar drying after, with face brick adhesive mortar 7 binding face tiles 8, and jointing.
The body of wall that makes with embodiment one method is referring to Figure 15, after non-net polyphenyl plate 2 processed, its two sides is all sprayed boundary mortar, install then, the polyphenyl plate seam crossing will be coated bonded adhesives, perps place at plate connects together two polyphenyl plate with plastics bail 10, spacing 300～600mm, and the colligation of plastics bail is fixed on the reinforcing bar, plate seam place needs Continuous pressing device for stereo-pattern, then formwork fluid concrete basic unit body of wall 1, remove template behind the casting complete, cleaning polyphenyl plate surface is carried out levelling with adhesive powder-polystyrene granule thermal insulation mortar 3 p-poly-phenyl plate surfaces and is handled, and thickness must not be lower than 10mm; Then smear first pass anti-crack polymer cement mortar 4, thickness 2～5mm, press the blossom type distribution behind the substantially dry and bore anchor hole, spacing 300～600mm, paving galvanizing electrowelding net 5, edge need be used perpendicular type galvanizing electrowelding net bound edge 17, pass through anchor hole stationary heat galvanized electric welded mesh with plastic expansion crab-bolt 6, the effective anchorage depth of plastic expansion crab-bolt 6 in the concrete base layer body of wall is not less than 25mm, galvanizing electrowelding net 5 local uneven positions can be stuck in the anti-crack polymer cement mortar surface with U type clamp, the negative and positive angle, window, parapet, the galvanizing electrowelding net at receipts such as settlement joint head place should be fixed on the concrete main body structure; Smear anti-crack polymer cement mortar 4 second time, the bolt cap of galvanizing electrowelding net and plastic expansion crab-bolt all is coated among the polymerization cement anticracking grout, the gross thickness of cracking resistance overcoat is controlled in 8～12mm; Use flexible face brick adhesive mortar 7 binding face tiles 8 behind the anti-crack polymer cement mortar substantially dry, and face brick is carried out jointing with the face brick jointing agent.
The alternative of adhesive powder-polystyrene granule thermal insulation mortar 3 is the paste materials of the similar adhesive powder-polystyrene granule thermal insulation mortar that formed by preparation of powder such as lightweight aggregate such as granular polystyrene, expanded perlite, expanded vermiculite and cement, flyash, polymer dry powders.Non-net polyphenyl plate 2 can be processed by molding polyphenyl plate or extruded polystyrene board.Optional molding polyphenyl plate of polyphenyl plate or extruded polystyrene board.
Embodiment two is referring to Fig. 8-14, and the concrete composite pouring polyphenyl plate is incubated the construction method step of binding face tile body of wall outward:
A, on the wall base colligation exterior wall reinforcing cage 11, on outer reinforcing bar, by the thickness of concrete cover requirement, fixed interval cushion block 12.
B, post one deck at the reinforcing cage lateral surface net polyphenyl plate 9 is arranged, this polyphenyl plate two sides spary has the boundary mortar layer, and the plate seam place of polyphenyl plate coats bonded adhesives, and the plate seam is sealed in outside Continuous pressing device for stereo-pattern again.
C, in two outsides of reinforcing cage and polyphenyl plate fixing body of wall medial and lateral template 13, traversed wall bolt 14 in the middle of the template.
D, template upright good after, buckle a flute profile cover 15 in the upper end of polyphenyl plate, fluid concrete 16 in inner and outer template, reach form removal after the intensity.
E, carry out levelling with lightweight aggregate heat preservation slurry 3 p-poly-phenyl plate faces and handle, leveling layer thickness is not less than 10mm.
F, smear first pass anti-crack polymer cement mortar 4, thick 2～5mm; After the drying, with plastic expansion crab-bolt 6 galvanizing electrowelding net 5 is fixed on the metope, edge need be used perpendicular type galvanizing electrowelding net bound edge 17, and the effective anchorage depth of plastic expansion crab-bolt in the concrete base layer body of wall is not less than 25mm; Smear anti-crack polymer cement mortar second time, the bolt cap of galvanizing electrowelding net and plastic expansion crab-bolt all is coated among the polymerization cement anticracking grout, the gross thickness of cracking resistance overcoat is controlled in 8～12mm.
G, treat above-mentioned anti-crack polymer cement mortar drying after, with face brick adhesive mortar 7 binding face tiles 8, and jointing.
The body of wall that makes with embodiment two methods is referring to Figure 16, its two sides all sprayed the polyphenyl plate boundary mortar after will having net polyphenyl plate 9 to process, and installs then, and the polyphenyl plate seam crossing will be coated bonded adhesives, and plate seam place needs Continuous pressing device for stereo-pattern; Follow formwork fluid concrete basic unit body of wall 1, carrying out levelling with adhesive powder-polystyrene granule thermal insulation mortar 3 p-poly-phenyl plate surfaces handles, then smear first pass anti-crack polymer cement mortar 4, paving galvanizing electrowelding net 5, press blossom type with plastic expansion crab-bolt 6 and arrange anchored galvanizing electrowelding net 5, smear anti-crack polymer cement mortar 4 second time,, and use the face brick jointing then with flexible face brick adhesive mortar 7 binding face tiles 8.
Claims (9)
1. a concrete composite pouring polyphenyl plate is incubated the job practices of binding face tile body of wall outward, it is characterized in that following steps are arranged:
A, on the wall base colligation body of wall reinforcing cage, on reinforcing bar by the wall outside, by the thickness of concrete cover requirement, the fixed interval cushion block;
B, settle one deck polyphenyl plate at the reinforcing cage lateral surface, there is the boundary mortar layer on this polyphenyl plate two sides spary in advance, and the plate seam place of polyphenyl plate coats bonded adhesives, pastes fixing with adhesive tape;
C, in the outside of reinforcing cage and polyphenyl plate fixing body of wall medial and lateral template, traversed wall bolt in the middle of the template;
D, template upright good after, fluid concrete reaches form removal after the intensity;
E, carry out levelling with lightweight aggregate heat preservation slurry p-poly-phenyl plate face and handle;
F, smear the first pass anti-crack polymer cement mortar, after the drying, with the plastic expansion crab-bolt galvanizing electrowelding net is fixed on the metope, smears anti-crack polymer cement mortar second time, the bolt cap of galvanizing electrowelding net and plastic expansion crab-bolt all is coated among the polymerization cement anticracking grout;
G, treat above-mentioned anti-crack polymer cement mortar drying after, binding face tile, and jointing.
2. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: described polyphenyl plate is that the surface is connected with by steel fabric sheet and the three dimensions form that the oblique inserted wire that passes polyphenyl plate is welded the net warming plate is arranged.
3. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: described polyphenyl plate is the no gauze wire cloth warming plate that no gauze wire cloth warming plate or surface have the dove-tail form groove.
4. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: among the described step b, plate seam both sides in polyphenyl plate connect together two polyphenyl plate with the plastics bail, and the colligation of plastics bail is fixed on the reinforcing bar.
5. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: in the described steps d, template is buckled a flute profile cover after standing well in the upper end of polyphenyl plate, and then fluid concrete.
6. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: among the described step e, lightweight aggregate in the described lightweight aggregate heat preservation slurry is granular polystyrene, expanded perlite or expanded vermiculite, and the lightweight aggregate heat preservation slurry is formulated by lightweight aggregate and cement, flyash, rubber powder.
7. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: among the described step f, the local uneven position of galvanizing electrowelding net is stuck in the anti-crack polymer cement mortar surface with U type clamp, and the galvanizing electrowelding net at receipts such as negative and positive angle, window, parapet, settlement joint head place is fixed on the concrete main body structure.
8. concrete composite pouring polyphenyl plate according to claim 1 is incubated the job practices of binding face tile body of wall outward, it is characterized in that: among the described step f, edge need be used perpendicular type galvanizing electrowelding net bound edge.
9. a concrete composite pouring polyphenyl plate is incubated the binding face tile body of wall outward, this body of wall is concrete wall from inside to outside successively, insulation layer, cracking resistance overcoat and exterior trim surface layer, it is characterized in that: described insulation layer be by with the concrete wall composite pouring together polyphenyl plate and the polyphenyl plate face on play the composite heat-insulating layer that the adhesive powder-polystyrene granule thermal insulation mortar layer of levelling effect combines, above-mentioned polyphenyl plate two sides is stained with the boundary mortar processing layer, the inside of cracking resistance overcoat is an one layer of polymeric cement anticracking grout, middle shop one deck galvanizing electrowelding net, and firmly be connected with the basic unit body of wall with the plastic expansion crab-bolt, the outside is an one layer of polymeric cement anticracking grout, and the exterior trim surface layer is the face brick of pasting with the flexible adhesion mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200510200319XA CN100489208C (en) | 2005-06-09 | 2005-06-09 | Concrete combined casting polyphenyl board external insulation plastering surface brick wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200510200319XA CN100489208C (en) | 2005-06-09 | 2005-06-09 | Concrete combined casting polyphenyl board external insulation plastering surface brick wall construction method |
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| CN1693616A true CN1693616A (en) | 2005-11-09 |
| CN100489208C CN100489208C (en) | 2009-05-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200510200319XA Expired - Fee Related CN100489208C (en) | 2005-06-09 | 2005-06-09 | Concrete combined casting polyphenyl board external insulation plastering surface brick wall construction method |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100400759C (en) * | 2006-01-25 | 2008-07-09 | 北京中远汇丽精细化工有限公司 | Thermal insulation covering for external wall |
| CN101029508B (en) * | 2007-04-03 | 2010-05-19 | 石雪 | Sandwiched thermal-insulating wall and its production |
| CN101818552A (en) * | 2010-03-03 | 2010-09-01 | 福建省晋江市华宇织造有限公司 | Wall cloth |
| CN101503903B (en) * | 2009-03-06 | 2010-12-01 | 南阳天意保温耐火材料有限公司 | Inorganic heat-preserving metal facing one-piece type fire wall section material and its production method |
| CN102877647A (en) * | 2011-07-12 | 2013-01-16 | 董禹全 | Simultaneous casting production equipment of three-layer heat-insulating cement wall matched with static moulds and dynamic moulds |
| CN103206031A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Heat-insulating wall |
| CN103758312A (en) * | 2011-12-31 | 2014-04-30 | 常熟古建园林建设集团有限公司 | Laminating construction method for facing bricks |
| CN103883133A (en) * | 2014-04-15 | 2014-06-25 | 北京卧龙农林科技有限公司 | Heat preservation transformation technology of clay brick wall body |
| CN104110082A (en) * | 2013-04-16 | 2014-10-22 | 山东汇星科技开发有限公司 | External-framework built-in composite insulation board and cast-in-situ concrete integrated wall structure and manufacturing method thereof |
| CN104164954A (en) * | 2013-05-17 | 2014-11-26 | 李藏柱 | Construction process for preventing veneer of heat retaining panel from falling off |
| CN104499609A (en) * | 2014-12-19 | 2015-04-08 | 曲阜明德保温技术有限公司 | External-formwork cast-in-place concrete composite external wall external thermal insulation system |
| CN104895217A (en) * | 2015-05-28 | 2015-09-09 | 中国十七冶集团有限公司 | Cast-in-situ non-net polystyrene board outer thermal insulation wall construction method |
| CN110397180A (en) * | 2019-07-25 | 2019-11-01 | 杭州南岳建设工程有限公司 | A kind of construction technology of exterior wall |
| CN113846768A (en) * | 2021-08-18 | 2021-12-28 | 西北矿冶研究院 | Environment-friendly energy-saving building wall and construction method thereof |
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2005
- 2005-06-09 CN CNB200510200319XA patent/CN100489208C/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100400759C (en) * | 2006-01-25 | 2008-07-09 | 北京中远汇丽精细化工有限公司 | Thermal insulation covering for external wall |
| CN101029508B (en) * | 2007-04-03 | 2010-05-19 | 石雪 | Sandwiched thermal-insulating wall and its production |
| CN101503903B (en) * | 2009-03-06 | 2010-12-01 | 南阳天意保温耐火材料有限公司 | Inorganic heat-preserving metal facing one-piece type fire wall section material and its production method |
| CN101818552A (en) * | 2010-03-03 | 2010-09-01 | 福建省晋江市华宇织造有限公司 | Wall cloth |
| CN102877647A (en) * | 2011-07-12 | 2013-01-16 | 董禹全 | Simultaneous casting production equipment of three-layer heat-insulating cement wall matched with static moulds and dynamic moulds |
| CN103758312A (en) * | 2011-12-31 | 2014-04-30 | 常熟古建园林建设集团有限公司 | Laminating construction method for facing bricks |
| CN103206031A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Heat-insulating wall |
| CN103206031B (en) * | 2013-03-28 | 2015-04-29 | 苏州市世好建材新技术工程有限公司 | Heat-insulating wall |
| CN104110082A (en) * | 2013-04-16 | 2014-10-22 | 山东汇星科技开发有限公司 | External-framework built-in composite insulation board and cast-in-situ concrete integrated wall structure and manufacturing method thereof |
| CN104164954A (en) * | 2013-05-17 | 2014-11-26 | 李藏柱 | Construction process for preventing veneer of heat retaining panel from falling off |
| CN103883133A (en) * | 2014-04-15 | 2014-06-25 | 北京卧龙农林科技有限公司 | Heat preservation transformation technology of clay brick wall body |
| CN103883133B (en) * | 2014-04-15 | 2016-03-02 | 北京卧龙农林科技有限公司 | The insulation reforming technology of loam brick body of wall |
| CN104499609A (en) * | 2014-12-19 | 2015-04-08 | 曲阜明德保温技术有限公司 | External-formwork cast-in-place concrete composite external wall external thermal insulation system |
| CN104499609B (en) * | 2014-12-19 | 2019-03-08 | 叶昶彤 | A kind of external mold plate cast-in-place concrete composite exterior wall outer heat preservation system |
| CN104895217A (en) * | 2015-05-28 | 2015-09-09 | 中国十七冶集团有限公司 | Cast-in-situ non-net polystyrene board outer thermal insulation wall construction method |
| CN110397180A (en) * | 2019-07-25 | 2019-11-01 | 杭州南岳建设工程有限公司 | A kind of construction technology of exterior wall |
| CN113846768A (en) * | 2021-08-18 | 2021-12-28 | 西北矿冶研究院 | Environment-friendly energy-saving building wall and construction method thereof |
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| Publication number | Publication date |
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| CN100489208C (en) | 2009-05-20 |
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