CN205444882U - Cast -in -placely build that prefabricated dismounting -free is whole to be assembled assembly of heat preservation exterior sheathing and use outer die carrier - Google Patents
Cast -in -placely build that prefabricated dismounting -free is whole to be assembled assembly of heat preservation exterior sheathing and use outer die carrier Download PDFInfo
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- CN205444882U CN205444882U CN201620119314.8U CN201620119314U CN205444882U CN 205444882 U CN205444882 U CN 205444882U CN 201620119314 U CN201620119314 U CN 201620119314U CN 205444882 U CN205444882 U CN 205444882U
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Abstract
The utility model relates to a cast -in -placely build that prefabricated dismounting -free is whole to be assembled assembly of heat preservation exterior sheathing and use outer die carrier, outer die carrier include by entablature, bottom end rail, zuo liliang and youliliang enclose outer framed, the outer hoist and mount frame of still installing on framed, medial surface at entablature, bottom end rail is equipped with first link, outer support frame is connected to outer framed lateral surface, framed lateral surface is equipped with the pretension crossbeam outside, wear to be equipped with the split bolt subassembly in the pretension crossbeam, outside in framed between entablature and the bottom end rail interval be equipped with several heat preservation formwork support roof beam, be equipped with the second link on every heat preservation formwork support roof beam, the outer lamina membranacea of erection joint dismantles first prefabricated connecting piece on the second link. Compared with the prior art, adopt whole prefabrication and lifting, save the construction of heat preservation secondary, make a heat preservation and major structure component parts of an entirety life -span, increased the durability of heat preservation, building wall thermal insulation performance can be improved, the construction quality has been improved, adopt this system can save construction exterior sheathing and external scaffolding, improve the efficiency of construction.
Description
Technical field
This utility model belongs to external wall technical field, particularly relates to a kind of build the most cast-in-place with concrete one and prefabricated exempt to dismantle overall assembling insulation exterior sheathing assembling and use outer mould bases.
Background technology
The compulsory execution of building energy-saving standard and city management are to building waste and the strict management and control of construction noise.
Traditional shear wall construction is after reinforcing bar has been pricked, workman installs outer, interior masterplate and support system on the landing stage of scaffold and floor respectively, inner and outer template is at inner support (being typically fixed on steel reinforcement cage with wall thickness equal length reinforcing bar) and split bolt or under the common effect drawing band iron, form concrete placings cavity, after concrete reaches strength of mould stripping, remove masterplate and support.
At present, in order to reach power conservation requirement, newly-built concrete shear wall external wall is both needed to the structure of heat-insulation layer, the scheme of the problem that prior art solves insulation mainly has two kinds, one is to be placed on inside exterior sheathing with the adiabator plate with steel wire, be combined with concrete wall by plugging wire during concrete placings, after form removal, plaster, make decoration of exterior wall；Two is that concrete main body is first constructed, after paste warming plate, after screening, nailing are reinforced, make wall decoration.These two kinds of schemes are both needed to again scaffolding or suspension bracket, plaster, the wet trade such as coating, there is high-altitude application and disaster hidden-trouble, the quality accident that heat-insulation layer comes off the most once occurs.Have long in time limit, put into big reality.
A kind of precast facade formwork structure system with heat insulation function and construction method, number of patent application: 201510436301.3 disclosed in prior art；Precast concrete outer wall template is proposed, i.e. include precast concrete outer wall template, the inner side of precast concrete outer wall template is fixed with heat-insulation layer, the inner side of heat-insulation layer has poured cast-in-place shear wall, template in removing after concrete reaches desirable strength, form cast-in-place shear wall, formed containing precast concrete outer wall template, heat-insulation layer, the external wall system of cast-in-place shear wall.But depend merely on when implementing the intensity of precast concrete outer wall template and heat-insulation layer cannot bear at all casting concrete deadweight and when vibrating lateral pressure to template, it is inadequate for relying solely on split bolt, it is easy to cause the problems such as swollen mould；After pouring molding the most in time, from the point of view of durability, fastness test, heat-insulation layer bears the weight of deadweight and precast concrete outer wall template at all, in turn results in and comes off；It main reason is that heat-insulation layer and walls concrete directly pour molding, and first heat-insulation layer changeableness under relatively hightension effect, causes and hollowing occur with walls concrete bonding place；The bonding of two kinds of material heat-insulation layers and concrete is not fitted, and its cohesive force is the most relatively poor, does not reaches intended purpose at all, so implement this technology cannot practice and extension, equally, precast concrete outer wall template and heat-insulation layer junction there is also this problem.
Permanent cast-in-place the building of a kind of self-heat conserving is provided prefabricated to exempt to dismantle overall assembling insulation exterior sheathing assembling and use outer mould bases for this this utility model.
Summary of the invention
This utility model provides a kind of for solving technical problem present in known technology increases heat-insulating property durability, reduce construction cost, reduction of erection time, save the construction of heat-insulation layer secondary, construction wall heat-insulating property can be improved, improve build guality, meeting National Fire design specification, permanent cast-in-place the building of the self-heat conserving that preferably contributes for energy-saving and emission-reduction prefabricated exempted to dismantle overall assembling insulation exterior sheathing and is assembled and use outer mould bases.
This utility model is adopted the technical scheme that by solving technical problem present in known technology:
A kind of cast-in-place building prefabricated exempted to dismantle overall assembling insulation exterior sheathing assembling and use outer mould bases, it is characterised in that: the described precast facade outer mould bases of insulation includes the external mould frame surrounded by entablature, sill, left vertical beam and right vertical beam；It is also equipped with mast-up on described external mould frame；The medial surface entablature of described external mould frame, sill, left vertical beam and right vertical beam are positioned on same datum level；In external mould frame, described entablature, the medial surface of sill are provided with the first link being connected with precast facade compound heat preservation die plate monomer；The lateral surface of described external mould frame connects outer support frame；External mould frame lateral surface along between the left vertical beam of short transverse and right vertical beam at least provided with one group of pretension crossbeam；The split bolt assembly being connected with interior template is installed in described pretension crossbeam；Several heat insulation formwork support beam it is interval with between entablature and sill in external mould frame；The medial surface of several heat insulation formwork support beams is all positioned on same datum level with entablature, sill, left vertical beam and right vertical beam；The side of each heat insulation formwork support beam or both sides are provided with, along the short transverse of heat insulation formwork support beam, the second link being connected with precast facade compound heat preservation die plate monomer；Detachable first prefabricated connector is installed on described second link；In external mould frame, described entablature, the side of sill are provided with the connection elongated hole connecting the outer mould bases of contiguous prefabricated exterior-wall heat insulation.
This utility model can also use following technical measures:
Precast facade is installed on described outer support frame and is incubated outer mould bases verticality adjusting device；Described adjusting apparatus includes supporting base, described support base is movably installed with adjusting screw, described adjusting screw is fitted with swivel nut, and described swivel nut is fixedly mounted on outer support frame.
This utility model has the advantage that with good effect: owing to this utility model uses technique scheme, have the advantage that in implementation process
1, heat-insulation layer is combined with precast facade compound heat preservation die plate, save the construction of heat-insulation layer secondary, construction wall heat-insulating property can be improved, improve build guality, meet country's exterior wall fireproof code requirement, body of wall and external thermal insulation simultaneous construction can be realized simultaneously, and then preferably contribute for energy-saving and emission-reduction.
2, the inner side that prefabricated overall assembling warming plate uses composite construction, i.e. heat-insulation layer to be arranged on cement-based mortar outer coversheet, it is to avoid expose to the weather, add the durability of heat-insulation layer.
3, interior template is set up in the inner side that prefabricated overall assembling insulation exterior sheathing is corresponding, assembly will be connected again be incubated outer mould bases fixing with prefabricated overall assembling insulation exterior sheathing and precast facade through interior template and be connected, building exterior sheathing and external scaffolding can be saved, improve efficiency of construction, reduce cost, reduction of erection time.
4, use precast facade to be incubated outer mould bases, support the deadweight of powerful concrete, produced side force of vibrating when pouring can be resisted simultaneously；The problem solving prior art exterior sheathing bearing capacity difference, the problem that hollowing occurs in the junction caused because of heat-insulation layer deformation.
5, the connection with concrete wall is improved at precast concrete outer wall template at default connector, overcome the shearing force that heat-insulation plate for external is conducted oneself with dignity, improve fastness, extend the durability of heat-insulation layer, fundamentally solve exterior wall heat-preserving system and there is cracking, play the quality problems such as drum comes off；
6, this utility model can realize factory normalization production and processing, solves the quality uncontrollability brought of execute-in-place in construction process；
7, this utility model substantially realizes insulation and builds the same life-span.
In sum, this practicality provides a kind of self-heat conserving, permanent cast-in-place building prefabricated to exempt to dismantle overall assembling insulation exterior sheathing assembling and use outer mould bases.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is Fig. 1 this utility model perspective view；
Fig. 3 is this utility model and assembled heat insulation adventitia board connecting structure schematic diagram；
Fig. 4 is the left view of Fig. 3；
Fig. 5 is the right view of Fig. 3；
Fig. 6 is Fig. 3 left view axonometric chart；
Fig. 7 is the right parallax stereogram of Fig. 3；
Fig. 8 is the structural representation of this utility model Construction State；
Fig. 9 is shear wall structure schematic diagram after molding；
Figure 10 is the first prefabricated connecting-piece structure schematic diagram；
Figure 11 is the first pre-gland body construction schematic diagram in Figure 11；
Figure 12 is the first prefabricated connector and the first link or the second link attachment structure schematic diagram；
Figure 13 is that the precast facade with unilateral external corner is incubated outer die carrier structure schematic diagram；
Figure 14 is that the precast facade with bilateral external corner is incubated outer die carrier structure schematic diagram；
Figure 15 is to be incubated outer die carrier structure schematic diagram with unilateral inner corner trim precast facade；
Figure 16 is to be incubated outer die carrier structure schematic diagram with jack to jack adapter angle precast facade；
Figure 17 is with the prefabricated overall assembling insulation exterior sheathing splicing structure schematic diagram in fire-blocking belt.
In figure: 100, interior template；
200, prefabricated overall assembling insulation exterior sheathing；210, precast facade compound heat preservation die plate monomer；211, pregroove marks；212, the first pretension groove；213, the second pretension groove；214, cement-based mortar outer coversheet；215, vitrification micropearl morttar transition zone；216, binding sand pulp layer；217, phenol formaldehyde foam heat-insulation layer；218, rock wool heat-preservation layer；219, cement-based mortar internal surface layer；220, glass screen cloth or zinc-plated weldering net；230, latticed reinforcement；
300, shear wall；
400, wall steel bar；
500, precast facade is incubated outer mould bases；501, entablature；501-1, connection elongated hole；502, sill；503, left vertical beam；504, right vertical beam；505, mast-up；506, the first link；507, outer support frame；508, pretension crossbeam；509, heat insulation formwork support beam；510, the second link；511, the first prefabricated connector；5110, the first pre-gland；5110-1, the first pre-gland body；5110-2, mounting hole；5111, the first pretension bolt；5111-1, the first nut；5111-2, the first screw rod；5112, the first pre-load nut；512, adjusting apparatus；5120, base is supported；5121, adjusting screw；5122, swivel nut；
600, split bolt assembly；
710, shear connector；711, shear resisting board；712, horizontal plate；713, Y type anchoring termination；720, it is fixedly mounted with connector；721, the second pretension bolt；7210, the second nut；7211, groove is screwed；7212, the second screw rod；722, the second pre-gland；7220, the second pre-gland body；7221, mounting hole；723, the second locking nut；724, the second locking nut；
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and it be as follows to coordinate accompanying drawing to describe in detail:
Referring to Fig. 1 to Figure 12, a kind of cast-in-place building prefabricated exempted to dismantle overall assembling insulation exterior sheathing assembling and is used outer mould bases, described outer mould bases 500 to include the external mould frame surrounded by entablature 501, sill 502, left vertical beam 503 and right vertical beam 504；Mast-up 505 it is also equipped with on described external mould frame；The medial surface entablature of described external mould frame, sill, left vertical beam and right vertical beam are positioned on same datum level, ensure that the outer surface of precast facade compound heat preservation die plate monomer is in same level after prefabricated laying precast facade compound heat preservation die plate monomer, it is simple to later stage decoration construction；In external mould frame, described entablature 501, the medial surface of sill 502 are provided with the first link 506 being connected with precast facade compound heat preservation die plate monomer 210, described first link makes L-type structure, it is simple to weld together with the medial surface of entablature 501, sill 502；The lateral surface of described external mould frame connects outer support frame 507；External mould frame lateral surface along between the left vertical beam of short transverse and right vertical beam at least provided with one group of pretension crossbeam 508；The split bolt assembly 600 being connected with interior template is installed in described pretension crossbeam, the purpose of split bolt assembly 600 is precast facade is incubated outer mould bases 500, precast facade compound heat preservation die plate 200 and interior template 100 are connected as an entirety, it is ensured that when pouring, do not fall apart.
Several heat insulation formwork support beam 509 it is interval with between entablature 501 and sill 502 in external mould frame；The medial surface of several heat insulation formwork support beams is all positioned on same datum level with entablature 501, sill 502, left vertical beam 503 and right vertical beam 504；The side of each heat insulation formwork support beam 509 or both sides are provided with, along the short transverse of heat insulation formwork support beam, the second link 510 being connected with precast facade compound heat preservation die plate monomer, and in order to simplify making, described second link 510 also makes L-type structure；Detachable first prefabricated connector 511 is installed on described second link 510；Refer to Figure 10 to Figure 12；Described first prefabricated connector 511 includes the first pre-gland 5110 and the first pretension bolt 5111, in described first pre-gland 5110 spiral-lock the second pretension groove 213 inside precast facade compound heat preservation die plate monomer 210, first pretension bolt 5111 stretches out from the inner side of precast facade compound heat preservation die plate monomer 210 and passes the first link 506 and the second link 510, equipped detachable first pre-load nut 5112 on lateral surface first pretension bolt 5111 of the first link 506 and the second link 510；The first above-mentioned pretension bolt 5111 includes that the first nut 5111-1 and the first screw rod 5111-2, described first nut 51110 outer face are provided with and screw groove 5111-3, and the inner face of the first nut is pyramidal structure；Described second pre-gland 5110 includes the second pre-gland body 5110-1 and the mounting hole 5110-2, described mounting hole 5110-2 installing the second pretension bolt 5111 is the taper hole that the pyramidal structure with the first nut 5111-1 inner face matches；After described first pretension bolt 5111 and the first pre-gland 5110 and the first locking nut 5112 pretension, it is ensured that the outer face of the first pre-gland 5110, the first nut 5111-1 outer face in the same plane with the lateral surface of precast facade compound heat preservation die plate monomer 210；In external mould frame, described entablature 501, the side of sill 502 are provided with the connection elongated hole 501-1 connecting the outer mould bases of contiguous prefabricated exterior-wall heat insulation.First pre-gland 5110 of the first above-mentioned prefabricated connector 511 and the first pretension bolt 5111 can also use integrative-structure.
According to actual architectural design, described precast facade is incubated on outer mould bases can also be integrally formed with external corner framework (such as Figure 13 and Figure 14) or inner corner trim framework (such as Figure 15), it is possibility to have two inner corner trim frameworks (such as Figure 16).
Precast facade is installed on described outer support frame 507 and is incubated outer mould bases verticality adjusting device 512；Described adjusting apparatus 512 includes supporting base 5120, described support base 5120 is movably installed with adjusting screw 5121, described adjusting screw is fitted with swivel nut 5122, and described swivel nut 5122 is fixedly mounted on outer support frame 507.
When practice of construction, precast facade compound heat preservation die plate monomer 210, prefabricated overall assembling insulation exterior sheathing 200 is formed after splicing, described prefabricated overall assembling insulation exterior sheathing 200 is fixedly mounted on precast facade and is incubated on outer mould bases 500, the outer mould bases of described precast facade insulation 500 and the prefabricated entirety being arranged on the precast facade outer mould bases of insulation assemble insulation exterior sheathing integral hoisting in the outside of wall steel bar 400, and it is corresponding with the interior template inside wall steel bar, and be provided with in wall steel bar and to extend transversely through wall steel bar 400, precast facade is incubated outer mould bases 500 and the split bolt assembly 600 of interior template 100；Described precast facade compound heat preservation die plate monomer 201 is provided with the prefabricated connector of second be inserted in wall steel bar, and described second prefabricated connector is now cast in shear wall 300.Described second prefabricated connector includes shear connector 710 and/or is fixedly mounted with connector 720, and described shear connector 710 is arranged between adjacent precast facade compound heat preservation die plate monomer 210 splicing seams；The described connector 720 that is fixedly mounted with runs through whole precast facade compound heat preservation die plate monomer 210 from the lateral surface of precast facade compound heat preservation die plate monomer 210, and stretches out precast facade compound heat preservation die plate monomer 210 medial surface.
When practice of construction, form the cast-in-place inner chamber building shear wall between prefabricated overall assembling insulation exterior sheathing 200 and interior template 100, be banded with wall steel bar 400 at interior intracavity；The inner side of described prefabricated overall assembling insulation exterior sheathing is cast-in-place shear wall 300, and described cast-in-place shear wall 300 is to form with prefabricated overall assembling insulation exterior sheathing 200 and the interior template 100 installed inside it for supporting cast in situs；
Building external thermal insulation design requirement according to reality, increase fire-blocking belt in prefabricated overall assembling insulation exterior sheathing system, the material selection rock wool heat-preservation layer of the heat-insulation layer of the precast facade compound heat preservation die plate monomer of described formation fire-blocking belt, such as Figure 17.
When practice of construction, utilize cast-in-place the building of above-mentioned outer mould bases prefabricated to exempt to dismantle overall assembling insulation exterior sheathing and the construction method of shear wall, comprise the following steps:
(1), prefabricated interior template 100, precast facade compound heat preservation die plate monomer 210, precast facade be incubated outer mould bases 500；
(2), the shear connector 710 of the second prefabricated connector is installed on precast facade compound heat preservation die plate monomer and is fixedly mounted with connector 720, with the first prefabricated connector 511, and it is assembled in precast facade and is incubated on outer mould bases to be formed and is incubated prefabricated overall assembling of outer mould bases one with precast facade and is incubated exterior sheathing 200；
(3), it is incubated the cast-in-place wall steel bar 400 building shear wall of colligation inside exterior sheathing in prefabricated overall assembling,
(4), lifting in place by the precast facade outer mould bases 500 of insulation, and support fixing, install interior template 100 in the inner side of wall steel bar, interior formwork erection uses prior art, does not repeats at this；Again the precast facade outer mould bases 400 of insulation is connected by split bolt assembly pretension with interior template 100；Described split bolt assembly uses prior art, described split bolt assembly includes running through wall steel bar, precast facade is incubated outer mould bases and the wall bushing of interior template, the pretension bolt being installed in wall bushing, interior template is stretched out in one end of described pretension bolt, the other end of pretension bolt stretches out the pretension crossbeam on adventitia frame, is fitted with pre-load nut respectively at the two ends of pretension bolt；Adjust the second locking nut 724 being fixedly mounted with connector on prefabricated overall assembling insulation exterior sheathing；Then adjust precast facade and be incubated the verticality adjusting device 512 outside outer mould bases, adjust precast facade and be incubated the perpendicularity of outer mould bases, after adjusting vertically, split bolt assembly is again adjusted so that precast facade insulation outer mould bases pretension parallel with interior template connects according to adjusting on the basis of precast facade is incubated outer mould bases；
(5), casting concrete in the wall steel bar between inside template and prefabricated overall assembling insulation exterior sheathing；
(6), after concrete reaches desirable strength, in dismounting, template and precast facade are incubated outer mould bases, form cast-in-place shear wall, are formed containing prefabricated entirety assembling insulation exterior sheathing, the external wall system of cast-in-place shear wall.
This utility model has the advantage that in sum
1, heat-insulation layer is combined with assembled template component, save the construction of heat-insulation layer secondary, it is possible to increase construction wall heat-insulating property, improve build guality, meet country's exterior wall fireproof code requirement, body of wall and external thermal insulation simultaneous construction can be realized simultaneously, and then preferably contribute for energy-saving and emission-reduction.
2, the inner side that prefabricated overall assembling warming plate uses composite construction, i.e. heat-insulation layer to be arranged on cement-based mortar outer coversheet, it is to avoid expose to the weather, add the durability of heat-insulation layer.
3, interior template is set up in the inner side that prefabricated overall assembling insulation exterior sheathing is corresponding, assembly will be connected again be incubated outer mould bases fixing with prefabricated overall assembling insulation exterior sheathing and precast facade through interior template and be connected, building exterior sheathing and external scaffolding can be saved, improve efficiency of construction, reduce cost, reduction of erection time.
4, use precast facade to be incubated outer mould bases, support the deadweight of powerful concrete, produced side force of vibrating when pouring can be resisted simultaneously；The problem solving prior art exterior sheathing bearing capacity difference, the problem that hollowing occurs in the junction caused because of heat-insulation layer deformation.
5, the connection with concrete wall is improved at precast concrete outer wall template at default connector, overcome the shearing force that heat-insulation plate for external is conducted oneself with dignity, improve fastness, extend the durability of heat-insulation layer, fundamentally solve exterior wall heat-preserving system and there is cracking, play the quality problems such as drum comes off；
6, this utility model can realize factory normalization production and processing, solves the quality uncontrollability brought of execute-in-place in construction process；
7, this utility model substantially realizes insulation and builds the same life-span.
In sum, this utility model increases heat-insulating property durability, reduces construction cost, reduction of erection time, save the construction of heat-insulation layer secondary, it is possible to increase construction wall heat-insulating property, improve build guality, meet National Fire design specification, it is possible to reach A grade standard of preventing fires.
The above is only to preferred embodiment of the present utility model, not this utility model is made any pro forma restriction, every according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and modification, belong in the range of technical solutions of the utility model.
Claims (2)
1. cast-in-place building prefabricated exempted to dismantle overall assembling insulation exterior sheathing assembling and use outer mould bases, it is characterised in that: the described precast facade outer mould bases of insulation includes the external mould frame surrounded by entablature, sill, left vertical beam and right vertical beam；It is also equipped with mast-up on described external mould frame；The medial surface entablature of described external mould frame, sill, left vertical beam and right vertical beam are positioned on same datum level；In external mould frame, described entablature, the medial surface of sill are provided with the first link being connected with precast facade compound heat preservation die plate monomer；The lateral surface of described external mould frame connects outer support frame；External mould frame lateral surface along between the left vertical beam of short transverse and right vertical beam at least provided with one group of pretension crossbeam；The split bolt assembly being connected with interior template is installed in described pretension crossbeam；Several heat insulation formwork support beam it is interval with between entablature and sill in external mould frame；The medial surface of several heat insulation formwork support beams is all positioned on same datum level with entablature, sill, left vertical beam and right vertical beam；The side of each heat insulation formwork support beam or both sides are provided with, along the short transverse of heat insulation formwork support beam, the second link being connected with precast facade compound heat preservation die plate monomer；Detachable first prefabricated connector is installed on described second link；In external mould frame, described entablature, the side of sill are provided with the connection elongated hole connecting the outer mould bases of contiguous prefabricated exterior-wall heat insulation.
Cast-in-place building the most according to claim 1 prefabricated exempted to dismantle overall assembling insulation exterior sheathing assembling and use outer mould bases, it is characterised in that: the precast facade outer mould bases verticality adjusting device of insulation is installed on described outer support frame；Described adjusting apparatus includes supporting base, described support base is movably installed with adjusting screw, described adjusting screw is fitted with swivel nut, and described swivel nut is fixedly mounted on outer support frame.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620119314.8U CN205444882U (en) | 2016-02-07 | 2016-02-07 | Cast -in -placely build that prefabricated dismounting -free is whole to be assembled assembly of heat preservation exterior sheathing and use outer die carrier |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620119314.8U CN205444882U (en) | 2016-02-07 | 2016-02-07 | Cast -in -placely build that prefabricated dismounting -free is whole to be assembled assembly of heat preservation exterior sheathing and use outer die carrier |
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| CN107060322A (en) * | 2017-04-15 | 2017-08-18 | 浙江兴远建设有限公司 | Concreting die carrier structure |
| CN109779104A (en) * | 2019-03-21 | 2019-05-21 | 孔祥利 | The fixed external mold assembled of internal model exempts to tear composite shuttering and installation method open |
| CN110042951A (en) * | 2019-05-31 | 2019-07-23 | 河北晶达建筑科技股份有限公司 | A kind of assembled heat insulation wall body structure that exempting from demoulding and its construction technology |
| CN110469014A (en) * | 2019-09-02 | 2019-11-19 | 重庆建一科技发展有限公司 | A kind of concreting shuttering supporting keel reinforcement by connection device and disassembly-free thermal-insulation form board |
| CN111894178A (en) * | 2020-08-10 | 2020-11-06 | 中国建筑第七工程局有限公司 | Wall body pouring method with heat preservation template |
| CN113530011A (en) * | 2021-08-09 | 2021-10-22 | 成都魔筑科技有限公司 | Stable piece, keel, supporting structure, pouring system and mounting process for wall |
| CN113653216A (en) * | 2021-09-02 | 2021-11-16 | 深圳市维业装饰集团股份有限公司 | Building external wall heat preservation and decoration integrated construction installation method |
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| CN107060322A (en) * | 2017-04-15 | 2017-08-18 | 浙江兴远建设有限公司 | Concreting die carrier structure |
| CN109779104A (en) * | 2019-03-21 | 2019-05-21 | 孔祥利 | The fixed external mold assembled of internal model exempts to tear composite shuttering and installation method open |
| CN110042951A (en) * | 2019-05-31 | 2019-07-23 | 河北晶达建筑科技股份有限公司 | A kind of assembled heat insulation wall body structure that exempting from demoulding and its construction technology |
| CN110469014A (en) * | 2019-09-02 | 2019-11-19 | 重庆建一科技发展有限公司 | A kind of concreting shuttering supporting keel reinforcement by connection device and disassembly-free thermal-insulation form board |
| CN111894178A (en) * | 2020-08-10 | 2020-11-06 | 中国建筑第七工程局有限公司 | Wall body pouring method with heat preservation template |
| CN113530011A (en) * | 2021-08-09 | 2021-10-22 | 成都魔筑科技有限公司 | Stable piece, keel, supporting structure, pouring system and mounting process for wall |
| CN113653216A (en) * | 2021-09-02 | 2021-11-16 | 深圳市维业装饰集团股份有限公司 | Building external wall heat preservation and decoration integrated construction installation method |
| CN113653216B (en) * | 2021-09-02 | 2022-08-05 | 深圳市维业装饰集团股份有限公司 | Building external wall heat preservation and decoration integrated construction installation method |
| CN113882539A (en) * | 2021-11-01 | 2022-01-04 | 辽宁众一节能科技(集团)有限公司 | External thermal insulation and support integrated structure of building enclosure wall and construction method |
| CN114737747A (en) * | 2022-05-12 | 2022-07-12 | 辽宁众一节能科技(集团)有限公司 | Cast-in-place concrete wall formwork-removal-free support integrated structure and construction method |
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