CN206279651U - Assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector - Google Patents
Assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector Download PDFInfo
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- CN206279651U CN206279651U CN201621237160.9U CN201621237160U CN206279651U CN 206279651 U CN206279651 U CN 206279651U CN 201621237160 U CN201621237160 U CN 201621237160U CN 206279651 U CN206279651 U CN 206279651U
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Abstract
The utility model provides a kind of assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector, the building subassembly such as including heat-insulation layer, thin-coat plaster overcoat, connecting bolt, truss, horizontal reinforcement, sash.Every piece of heat preservation module (plate) is combined into heat-insulation layer through tongue and groove grafting, is fixed on rigid truss side by connector.Connector includes bolt, nut, pad and positioning disk, and on bolt, the front end of screw or bolt carries the screw thread being connected with truss side to positioning disk sleeve.The utility model can be on ground by building subassembly assembled formation, and integral hoisting, truss therein can also substitute a part for bearing wall reinforcing bar；The opposite side of truss, is connected truss by horizontal reinforcement, the pre-buried Vertical bar connection on horizontal reinforcement and wall.Cement plate will be exempted to tear open again by screw or bolt, be fixed on truss, form system, the concrete of bearing wall will be poured in the cavity of system, and system is formed one with the concrete of bearing wall, constitute external thermal insulation concrete composite wall body.The utility model can make the working procedure of energy-conservation architectural exterior insulation combined wall simple and direct, easy act is strong, the integral construction speed and efficiency of energy saving building can be greatly improved, reduce construction safety risk, effectively improve construction precision, ensure construction quality, while for building industrialization provides technical support.
Description
Technical field
The utility model relates to construction material, specifically a kind of insulation material for building energy saving building,
The complete set technology that wall body structure and construction technology are combined.
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 wall for having constructed shaping 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
Degree is low, and long construction period, construction cost is high.
Country widelys popularize assembled architecture during 13, but the prefabricated components of supply assembled architecture produce base
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
The purpose of this utility model is to provide a kind of easy to use, is conducive to improving the construction speed and matter of energy saving building
The assembled cast-in-place concrete external heat insulating wall steel skeleton template system of amount.The purpose of this utility model also resides in a kind of dress of offer
With formula cast-in-place concrete external heat insulating wall steel skeleton template system（Hereinafter referred to as system）And special connecting piece.It will build for realization
Industrialization is built, job site assembling, optimization construction industry structure is played a supporting role.
The utility model 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 utility model can also include：
1st, the truss is made up of the strip 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）Mutual tongue and groove inlaying grafting assembly composition.
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 cement plate or supporting mould are fixedly mounted by screw or bolt
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.
The utility model special connecting piece includes bolt and positioning disk, and bolt front end carries the screw thread being connected with truss, spiral shell
The threaded portion of bolt is anchored in concrete walls body.
Heat preservation module of the present utility model（Plate）It is fixed on truss side by connector, polylith heat preservation module（Plate）Phase
Mutual tongue and groove inlaying grafting assembly composition heat-insulation layer, heat-insulation layer connects and composes external heat insulating wall template with truss.The system can be on ground
Assembled formation, integral hoisting, truss therein can also substitute the reinforcing bar of bearing wall, treat that load-bearing walls concrete pours completion
Afterwards, the system forms one with concrete, and composition has the concrete composite wall body of external thermal insulation.
The utility model can make the working procedure of energy-conservation architectural exterior insulation wall simple and direct, can greatly improve integral construction
Speed.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 on ground with thin-coat plaster protective facing, pastes and brushing finish coat,
Heat-insulation layer and decorative layer is set once to be constructed completion on ground, and by sash ground is by screw or is bolted to truss
On, it is more beneficial for reducing difficulty of construction, improve speed of application, it is ensured that the integral construction quality of energy saving building.In thin-coat plaster protection
Sealed adhesive slot is set with finish coat surrounding layer by layer, after the completion of load-bearing concrete wall construction, is filled in sealed adhesive slot
Fluid sealant, you can to improve the aesthetic of exterior wall, again can be with waterproof.
Brief 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 connecting combination by horizontal reinforcement by many product truss of angle steel.
The lattice construction schematic diagram that Fig. 6 is made up of angle steel and strip.
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 utility model.
With reference to Fig. 1 ~ Fig. 8, the first implementation method of the present utility model includes heat-insulation layer 1, and the heat-insulation layer is by insulation mould
Block (plate) tongue and groove inlaying grafting assembly is constituted, and every piece of heat preservation module (plate) is fixed on the side of truss of angle steel 4 by connector 2.Protecting
Thin-coat plaster overcoat 3 is set outside warm layer, and the edge of overcoat sets sealed adhesive slot 17.With mutual on the side of heat preservation module (plate)
The rabbet 18 of overlap joint.Truss of angle steel opposite side is fixedly mounted by screw or bolt 20 exempts to tear cement plate or support template 21, shape open
Into the cavity of concrete bearing wall.Truss of angle steel described in the utility model is by two parallel angle steel 6,7 and is connected to two
Strip 8 between parallel angle steel is constituted.Steel skeleton described in the utility model is connected with horizontal reinforcement 9 by many product truss of angle steel
Combine.
With reference to Fig. 8 ~ Figure 15, second implementation method of the present utility model includes heat-insulation layer 1, and the heat-insulation layer is by being incubated
Module (plate) tongue and groove inlaying grafting assembly is constituted, and every piece of heat preservation module (plate) is fixed on the side of porous C steel truss 4 by connector 2
On.Thin-coat plaster overcoat 3 is set outside heat-insulation layer, and the edge of overcoat sets sealed adhesive slot 17.On the side of heat preservation module (plate)
Rabbet 18 with mutual overlap joint.Porous C steel truss opposite side fixedly mounted by screw or bolt 20 exempt to tear open cement plate or
Support template 21, forms the cavity of concrete bearing wall.Porous C steel truss 4 described in the utility model is by C-type steel system
Into.Steel skeleton described in the utility model is to be connected to combine with horizontal reinforcement 9 by many product porous C steel truss.
With reference to Fig. 8, connector of the present utility model include connecting bolt bar 12, nut 15, pad 16, positioning disk 13, even
The front end of connecting bolt with the screw thread 14 that is connected on truss, bolt will be incubated through after heat preservation module (plate) and truss
Module (plate) is fixed on truss side, and positioning disk inner side is overlayed in the outside of heat preservation module (plate).
With reference to Fig. 2 and Figure 10, two kinds of implementation methods of the present utility model set hoisting ring on truss.
With reference to Fig. 3 and Figure 11, the third implementation method of the present utility model is basic in first or second implementation method
On, installed by fixed nail or bolt 20 in the opposite side of truss and exempt to tear cement plate or support template 21, fixed nail or bolt 20 open
The screw thread of front end is anchored in concrete walls body；When using template support when, the nose threads of bolt outwardly, for stent
Plate, and it is easy to form removable.
With reference to Fig. 1 and Fig. 9, in advance can be arranged on steel skeleton sash 19 on ground as needed by the utility model.
Claims (5)
1. a kind of assembled cast-in-place concrete external heat insulating wall steel skeleton template system, mainly by thin-coat plaster overcoat, 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 looked forward to by heat preservation module or plate
Mouth inlaying grafting assembly composition, heat-insulation layer is fixed on steel skeleton side, thin-coat plaster overcoat is laid on the outside of heat-insulation layer by connector
Protective layer is formed with stickup or brushing finish coat, sealed adhesive slot is set at protective layer edge.
2. assembled cast-in-place concrete external heat insulating wall steel skeleton template system according to claim 1, it is characterized in that：Steel
Skeleton is connected by horizontal reinforcement by many product truss and constituted.
3. assembled cast-in-place concrete external heat insulating wall steel skeleton template system according to claim 1, it is characterized in that：Purlin
Frame is the truss of angle steel for being made up of porous C shaped steel or being made up of two parallel angle steel and connect band steel, and is set on truss
There is hoisting ring.
4. assembled cast-in-place concrete external heat insulating wall steel skeleton template system according to claim 1, it is characterized in that：Even
Fitting includes that tap bolt and positioning disk, tap bolt are fixed on truss side after passing through heat-insulation layer, tap bolt
Screw thread is anchored in concrete walls body, and positioning disk is overlayed in the outside of heat-insulation layer.
5. the assembled cast-in-place concrete external heat insulating wall steel skeleton template system according to claim 1 ~ 4 any one,
It is characterized in that：Penetrate truss and fix in the opposite side screw of steel skeleton and exempt to tear cement plate open or be bolted support template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621237160.9U CN206279651U (en) | 2016-11-18 | 2016-11-18 | Assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621237160.9U CN206279651U (en) | 2016-11-18 | 2016-11-18 | Assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279651U true CN206279651U (en) | 2017-06-27 |
Family
ID=59083429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621237160.9U Active CN206279651U (en) | 2016-11-18 | 2016-11-18 | Assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522406A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece |
| CN107165314A (en) * | 2017-07-16 | 2017-09-15 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled sandwich heat preservation concrete shear wall structure non-dismantling formwork system |
| CN107514092A (en) * | 2017-08-31 | 2017-12-26 | 河北建筑工程学院 | A kind of light steel skeleton prefabricated thermal insulation floor and construction method |
| CN108582429A (en) * | 2018-06-07 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | A kind of assembled heat insulation decoration in-situ concrete wall template system |
| CN109811941A (en) * | 2019-03-22 | 2019-05-28 | 赵宏达 | A kind of assembled architecture gang form and building forming method |
-
2016
- 2016-11-18 CN CN201621237160.9U patent/CN206279651U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522406A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece |
| CN107165314A (en) * | 2017-07-16 | 2017-09-15 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled sandwich heat preservation concrete shear wall structure non-dismantling formwork system |
| CN107514092A (en) * | 2017-08-31 | 2017-12-26 | 河北建筑工程学院 | A kind of light steel skeleton prefabricated thermal insulation floor and construction method |
| CN107514092B (en) * | 2017-08-31 | 2022-10-14 | 河北建筑工程学院 | Light steel framework prefabricated heat-insulation floor slab and construction method |
| CN108582429A (en) * | 2018-06-07 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | A kind of assembled heat insulation decoration in-situ concrete wall template system |
| 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 |
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