CN106522406A - Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece - Google Patents
Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece Download PDFInfo
- Publication number
- CN106522406A CN106522406A CN201611015522.4A CN201611015522A CN106522406A CN 106522406 A CN106522406 A CN 106522406A CN 201611015522 A CN201611015522 A CN 201611015522A CN 106522406 A CN106522406 A CN 106522406A
- Authority
- CN
- China
- Prior art keywords
- truss
- thermal insulation
- steel
- steel skeleton
- insulation layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 53
- 239000010959 steel Substances 0.000 title claims abstract description 53
- 238000009413 insulation Methods 0.000 title claims abstract description 27
- 239000004567 concrete Substances 0.000 title claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 9
- 239000010410 layer Substances 0.000 claims abstract 10
- 239000011241 protective layer Substances 0.000 claims abstract 3
- 239000011505 plaster Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 4
- 230000001680 brushing effect Effects 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 17
- 239000002131 composite material Substances 0.000 abstract description 2
- 238000004321 preservation Methods 0.000 description 23
- 238000010586 diagram Methods 0.000 description 5
- 230000001681 protective effect Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- 230000009897 systematic effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000009422 external insulation Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention provides an assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and a connecting piece. The system comprises a thermal insulation layer, a thin layer plastering protective layer, connecting bolts, trusses, horizontal steel bars and door and window frames. Thermal insulation plates are subjected to mutual tongue-and-groove inserted connection to form the thermal insulation layer and fixed to one side of the rigid trusses through connecting pieces. Construction parts can be assembled and formed on the ground and integrally hoisted, and the trusses can take the place of a part of bearing wall steel bars. The other sides of the trusses are connected through the horizontal steel bars which are connected with pre-cast vertical steel bars on the wall. Free-disassembly cement boards are then fixed to the trusses to form the system, and concrete of the bearing wall is poured in cavities of the system so that the system and the concrete of the bearing wall can be integrated to form an exterior thermal insulation concrete composite wall. According to the assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and the connecting piece, the overall construction speed of an energy-saving building can be greatly improved, the construction safety risk is reduced, construction accuracy is effectively improved, the project quality is ensured, and meanwhile, a technical support is provided for building industrialization.
Description
Technical field
The present invention relates to construction material, specifically a kind of insulation material for building energy saving building, body of wall
The complete set technology that structure and construction technology combine.
Background technology
Heat preservation module（Plate）The insulation of building masonry wall is had been widely used for, common occupation mode is by heat preservation module
（Plate）The outer surface for being pasted onto the body of wall for having constructed molding forms heat-insulation layer, or with heat preservation module（Plate）Composition template,
Concreting is carried out again, make heat preservation module（Plate）Formed with concrete and be integrally formed external heat insulating wall.But, heat preservation module
（Plate）Live splicing will be carried out, its site operation spillage of material amount is big, and easy act is poor, cause energy saving building integral constructing speed
Low, long construction period is spent, construction cost is high.
Country during 13 widelys popularize assembled architecture, but supplies the prefabricated components production base of assembled architecture
Ground is very few, and technical force and level are in the primary starting stage compared with developed countries, still, much expire not walking building city
The demand of field.
The content of the invention
It is an object of the invention to provide it is a kind of easy to use, be conducive to the construction speed and quality of raising energy saving building
Assembled cast-in-place concrete external heat insulating wall steel skeleton template system.The present invention also aims to it is cast-in-place to provide a kind of assembled
Concrete external insulation body of wall steel skeleton template system（Hereinafter referred to as system）And special connecting piece.It will be to realize building industry
Change, job site assembling, optimization construction industry structure is played a supporting role.
The present invention includes heat-insulation layer and thin-coat plaster protective facing, also including truss and connector, every piece of heat preservation module（Plate）
It is fixed on truss side by connector.
The present invention can also include：
1st, the truss is made up of the strip steel of two parallel angle steel angle steel parallel with being connected to two.
2nd, the connector includes bolt and positioning disk, and bolt passes through heat preservation module（Plate）After be fixed in truss side
On, positioning disk is overlayed in heat preservation module（Plate）Outside.
3rd, the heat-insulation layer is by polylith heat preservation module（Plate）Mutually tongue and groove inlaying grafting assembly is constituted.
4th, the thin-coat plaster protective facing is the additional architectural surface after the outside horizontal laying of heat-insulation layer.
5th, in the opposite side colligation horizontal reinforcement of truss, and screw or bolt fixed installation cement plate or supporting mould are passed through
Plate, and suspension ring are set on truss.
6th, door and window is bolted on the truss of system.
7th, by, described in 1-6, constituting system.
Special connecting piece of the present invention includes bolt and positioning disk, bolt front end with the screw thread being connected with truss, bolt
Threaded portion is anchored in concrete walls body.
The heat preservation module of the present invention（Plate）It is fixed on truss side by connector, polylith heat preservation module（Plate）Mutually look forward to
Mouth inlaying grafting assembly composition heat-insulation layer, heat-insulation layer connect and compose external heat insulating wall template with truss.The system can be assembled on ground
Molding, integral hoisting, truss therein can also substitute the reinforcing bar of bearing wall, treat that load-bearing walls concrete is poured and complete it
Afterwards, the system forms one with concrete, and composition has the concrete composite wall body of external thermal insulation.
The present invention can make the working procedure of energy-conservation architectural exterior insulation body of wall simple and direct, can greatly improve integral construction speed
Degree.Simultaneously in advance by heat preservation module（Plate）It is fixed on rigid truss side, truss is to heat preservation module（Plate）Serve good
Support and protective effect.Heat preservation module（Plate）Outside is protected with thin-coat plaster protective facing on ground, pastes and brushing finish coat, makes
Heat-insulation layer and decorative layer are once constructed on ground and are completed, and sash are passed through screw on ground or is bolted on truss,
It is more beneficial for reducing difficulty of construction, improves speed of application, it is ensured that the integral construction quality of energy saving building.Protect layer by layer in thin-coat plaster
Sealed adhesive slot is set with finish coat surrounding, after load-bearing concrete wall construction is completed, the filling sealing in sealed adhesive slot
Glue, you can to improve the aesthetic of exterior wall, again can be with waterproof.
Description of the drawings
Fig. 1 is the system back elevation organigram combined by many product truss of angle steel（Do not install and exempt to tear cement plate or template open
When）.
Fig. 2 is the upright surface construction schematic diagram of system combined by many product truss of angle steel.
Fig. 3 is the system level generalized section combined by many product truss of angle steel.
Fig. 4 is the systematic vertical profile combined by many product truss of angle steel.
Fig. 5 is the system steel skeleton construction schematic diagram for being connected combination by many product truss of angle steel by horizontal reinforcement.
The lattice construction schematic diagram that Fig. 6 is made up of angle steel and strip steel.
Fig. 7 is the system close-up schematic view combined by many product truss of angle steel.
Fig. 8 is the connecting piece structure schematic diagram of system.
Fig. 9 is the system back elevation organigram combined by many product porous C steel truss（Do not install exempt to tear open cement plate or
During template）.
Figure 10 is the system front organigram combined by many product porous C steel truss.
Figure 11 is the system level profile combined by many product porous C steel truss.
Figure 12 is the systematic vertical profile combined by many product porous C steel truss.
Figure 13 is the system steel skeleton construction schematic diagram combined by horizontal reinforcement by many product porous C steel truss.
Figure 14 is porous C steel truss organigram.
Figure 15 is the system close-up schematic view combined by many product porous C steel truss..
Specific embodiment
Illustrate below for a more detailed description to the present invention.
With reference to Fig. 1 ~ Fig. 8, the first embodiment of the present invention includes heat-insulation layer 1, and the heat-insulation layer is by heat preservation module
(plate) tongue and groove inlaying grafting assembly is constituted, and every piece of heat preservation module (plate) is fixed on 4 side of truss of angle steel by connector 2.In insulation
Layer is outer to arrange thin-coat plaster overcoat 3, and the edge of overcoat arranges sealed adhesive slot 17.Carry on the side of heat preservation module (plate) and mutually take
The rabbet 18 for connecing.Truss of angle steel opposite side passes through screw or the fixed installation of bolt 20 exempts to tear cement plate or support template 21 open, is formed
The cavity of concrete bearing wall.Truss of angle steel of the present invention is by two parallel angle steel 6,7 and is connected to two angles of parallelism
Strip steel 8 between steel is constituted.Steel skeleton of the present invention is to be connected to combine by many product truss of angle steel with horizontal reinforcement 9.
With reference to Fig. 8 ~ Figure 15, second embodiment of the present invention includes heat-insulation layer 1, and the heat-insulation layer is by heat preservation module
(plate) tongue and groove inlaying grafting assembly is constituted, and every piece of heat preservation module (plate) is fixed on 4 side of porous C steel truss by connector 2.
Thin-coat plaster overcoat 3 is set outside heat-insulation layer, and the edge of overcoat arranges sealed adhesive slot 17.Phase is carried on the side of heat preservation module (plate)
The rabbet 18 for mutually overlapping.Porous C steel truss opposite side passes through screw or the fixed installation of bolt 20 exempts to tear cement plate or supporting mould open
Plate 21, forms the cavity of concrete bearing wall.Porous C steel truss of the present invention 4 is made up of C-type steel.Institute of the present invention
The steel skeleton stated is to be connected to combine by many product porous C steel truss with horizontal reinforcement 9.
With reference to Fig. 8, the connector of the present invention includes connecting bolt bar 12, nut 15, pad 16, positioning disk 13, connect spiral shell
The front end of bolt with the screw thread 14 that is connected on truss, after bolt passes through heat preservation module (plate) and truss, by heat preservation module
(plate) is fixed on truss side, is overlayed in the outside of heat preservation module (plate) on the inside of positioning disk.
With reference to Fig. 2 and Figure 10, two kinds of embodiments of the present invention arrange hoisting ring on truss.
With reference to Fig. 3 and Figure 11, the third embodiment of the present invention be on the basis of first or second embodiment,
The opposite side of truss is installed by fixed nail or bolt 20 and exempts to tear cement plate or support template 21, fixed nail or 20 front end of bolt open
Screw thread is anchored in concrete walls body；When using template support, the nose threads of bolt outwardly, for fixed form, and just
In form removable.
With reference to Fig. 1 and Fig. 9, sash 19 can be arranged on steel skeleton by the present invention as needed in advance on ground.
Claims (7)
1. a kind of assembled cast-in-place concrete external heat insulating wall steel skeleton template system（Abbreviation system）, mainly protected by thin-coat plaster
Layer, heat-insulation layer, connector, truss, horizontal reinforcement, exempt to tear open cement plate or template composition, it is characterized in that：The heat-insulation layer is by being incubated
Module (plate) tongue and groove inlaying grafting assembly is constituted, and heat-insulation layer is fixed on steel skeleton side by connector, lays thin on the outside of heat-insulation layer
Plaster overcoat and paste or brushing finish coat formed protective layer, protective layer edge arrange sealed adhesive slot.
2. steel skeleton according to claim 1, its feature：It is made up of by horizontal reinforcement connection many product truss.
3. truss according to claim 1, its feature：It is to be made up of porous C shaped steel or by two parallel angle steel and company
Truss of angle steel made by tape splicing steel, and hoisting ring is provided with truss.
4. connector according to claim 1, its feature：Connector includes that tap bolt and positioning disk tap bolt are passed through
Protect, be fixed in after warm layer on truss side, the screw thread of tap bolt is anchored in concrete walls body, positioning disk is overlayed to be protected
The outside of warm layer.
5. the system according to claim 1 ~ 4, is characterized in that：Penetrate truss and fix in the opposite side screw of steel skeleton and exempt from
Tear cement plate open or be bolted support template.
6., according to claim 1 ~ 5, system is constituted.
7. system according to claim 6, is characterized in that：System is completed on ground, and sash is fixed on reinforcing bar
On frame, integral hoisting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611015522.4A CN106522406A (en) | 2016-11-18 | 2016-11-18 | Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611015522.4A CN106522406A (en) | 2016-11-18 | 2016-11-18 | Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522406A true CN106522406A (en) | 2017-03-22 |
Family
ID=58352590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611015522.4A Pending CN106522406A (en) | 2016-11-18 | 2016-11-18 | Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522406A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107747360A (en) * | 2017-10-27 | 2018-03-02 | 杭萧钢构股份有限公司 | Modular keel shoe CCA slate cotton outer heat preservation systems and its construction method |
| CN108049568A (en) * | 2018-02-02 | 2018-05-18 | 上海同磊土木工程技术有限公司 | A kind of overall assembled wall |
| CN108487512A (en) * | 2017-11-25 | 2018-09-04 | 内蒙古科莱节能科技有限公司 | Cast-in-place skeleton, processing method and structural wall |
| CN108505677A (en) * | 2018-04-02 | 2018-09-07 | 沈阳建筑大学 | A kind of production method of prefabricated disconnected heat bridge construction wall |
| CN108590166A (en) * | 2018-06-16 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled steel skeleton template system |
| CN109811941A (en) * | 2019-03-22 | 2019-05-28 | 赵宏达 | A kind of assembled architecture gang form and building forming method |
| CN110004959A (en) * | 2019-04-26 | 2019-07-12 | 中国葛洲坝集团第一工程有限公司 | Concrete cofferdam rapid constructing method and template under circumstance of flowing water |
| CN110359601A (en) * | 2019-07-22 | 2019-10-22 | 云南建筑产业化研发中心有限公司 | A kind of one-time formed energy saving form walls of one-piece casting and construction method |
| CN111456290A (en) * | 2020-05-08 | 2020-07-28 | 江苏豪斯建设工程有限公司 | Disassembly-free heat-insulation wall structure and construction process thereof |
| CN111997209A (en) * | 2020-06-22 | 2020-11-27 | 曹继建 | Assembled integration cast in situ concrete heat preservation system |
| CN112324002A (en) * | 2020-10-15 | 2021-02-05 | 安阳工学院 | Prefabricated external wall panel of assembly type structure |
| CN112681559A (en) * | 2020-12-22 | 2021-04-20 | 广西云亭烯技术有限公司 | Assembly of assembly type formwork-dismantling-free building system and preparation method of graphene concrete |
| CN113585553A (en) * | 2021-07-27 | 2021-11-02 | 格林堡绿色建设科技有限公司 | EPS (expandable polystyrene) disassembly-free heat-insulation wall formwork framework with fireproof isolation belt and construction method |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107747360A (en) * | 2017-10-27 | 2018-03-02 | 杭萧钢构股份有限公司 | Modular keel shoe CCA slate cotton outer heat preservation systems and its construction method |
| CN108487512A (en) * | 2017-11-25 | 2018-09-04 | 内蒙古科莱节能科技有限公司 | Cast-in-place skeleton, processing method and structural wall |
| CN108049568A (en) * | 2018-02-02 | 2018-05-18 | 上海同磊土木工程技术有限公司 | A kind of overall assembled wall |
| CN108505677A (en) * | 2018-04-02 | 2018-09-07 | 沈阳建筑大学 | A kind of production method of prefabricated disconnected heat bridge construction wall |
| WO2019237575A1 (en) * | 2018-06-16 | 2019-12-19 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled cast-in-place concrete shear wall template system |
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| RU2748100C1 (en) * | 2018-06-16 | 2021-05-19 | Харбин Хуншэн Констракшн Матириалз Мэньюфекчеринг Ко., Лтд. | Formworking system for premium-monolithic concrete walls - diaphragm of rigidity |
| CN109811941A (en) * | 2019-03-22 | 2019-05-28 | 赵宏达 | A kind of assembled architecture gang form and building forming method |
| CN109811941B (en) * | 2019-03-22 | 2024-01-26 | 赵宏达 | Assembled building combined template and building forming method |
| CN110004959A (en) * | 2019-04-26 | 2019-07-12 | 中国葛洲坝集团第一工程有限公司 | Concrete cofferdam rapid constructing method and template under circumstance of flowing water |
| CN110359601A (en) * | 2019-07-22 | 2019-10-22 | 云南建筑产业化研发中心有限公司 | A kind of one-time formed energy saving form walls of one-piece casting and construction method |
| CN111456290A (en) * | 2020-05-08 | 2020-07-28 | 江苏豪斯建设工程有限公司 | Disassembly-free heat-insulation wall structure and construction process thereof |
| CN111997209A (en) * | 2020-06-22 | 2020-11-27 | 曹继建 | Assembled integration cast in situ concrete heat preservation system |
| CN112324002A (en) * | 2020-10-15 | 2021-02-05 | 安阳工学院 | Prefabricated external wall panel of assembly type structure |
| CN112681559A (en) * | 2020-12-22 | 2021-04-20 | 广西云亭烯技术有限公司 | Assembly of assembly type formwork-dismantling-free building system and preparation method of graphene concrete |
| CN113585553A (en) * | 2021-07-27 | 2021-11-02 | 格林堡绿色建设科技有限公司 | EPS (expandable polystyrene) disassembly-free heat-insulation wall formwork framework with fireproof isolation belt and construction method |
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Application publication date: 20170322 |