CN203049846U - Permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure - Google Patents
Permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure Download PDFInfo
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- CN203049846U CN203049846U CN 201320056510 CN201320056510U CN203049846U CN 203049846 U CN203049846 U CN 203049846U CN 201320056510 CN201320056510 CN 201320056510 CN 201320056510 U CN201320056510 U CN 201320056510U CN 203049846 U CN203049846 U CN 203049846U
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Abstract
The utility model relates to a permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure which comprises an external framework, a lightweight concrete layer is arranged on the inner side of the external framework, a plurality of connecting pieces arranged on the external framework are respectively connected with steel ties arranged in the lightweight concrete layer, and anti-crack mortar protective layers are arranged on the outer side of the external framework and the outer side of the lightweight concrete layer. The construction is simple, energy is saved, the quality problems of crack, water seepage and the like occurring in the junction of a load bearing wall and a nonbearing wall are avoided, and heat preservation in building and integration of the structure are achieved.
Description
Technical field:
The utility model relates to a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure.
Background technology:
At present, along with carrying out in a deep going way of China's materials for wall reform and building energy conservation work, building energy conservation and structure-integrated technology develop fast, and building energy conservation and structure-integrated technology are to realize building heat preservation and the structure novel building insulation construction system with the life-span.Non body portion in building at present, all be by filling heat insulation building block or adopting common building block and the external wall outer insulation way is finished, not only construction is complicated, waste energy, and at load bearing wall and non intersection, can produce the slit between two kinds of different materials of building block and concrete, and the slit that produces is difficult for handling, quality problems such as cracking, infiltration appear in the later stage easily, make troubles to people.
The utility model content:
The utility model is in order to remedy the deficiencies in the prior art, a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure is provided, its construction is simple, energy conservation, avoided load bearing wall and non intersection quality problems such as cracking, infiltration to occur, realize building heat preservation and structure-integrated, solved problems of the prior art.
The utility model is to solve the problems of the technologies described above the technical scheme that adopts to be:
A kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure; comprise exterior sheathing; be provided with the light weight concrete construction layer in the exterior sheathing inboard; be located on the exterior sheathing several connectors respectively be located at the light weight concrete construction layer in steel tie link to each other, be respectively equipped with one deck anticracking grout topping in the outside of exterior sheathing and light weight concrete construction layer.
Between the anticracking grout topping in light weight concrete construction layer and its outside, be provided with inner formword, be located on the inner formword several connectors respectively be located at the light weight concrete construction layer in steel tie link to each other.
Between the anticracking grout topping in light weight concrete construction layer and its outside, be provided with the internal lobe wall, be provided with steel tie in the internal lobe wall.
Described exterior sheathing is the permanent complex heat-preservation exterior sheathing of FS.
Described light weight concrete construction layer is light weight aggregate concrete layer or foamed concrete layer.
Described inner formword is cement fibrolite plate or Thistle board.
The utility model adopts such scheme, construction is simple, energy conservation, by in the exterior sheathing inboard light weight concrete construction layer being set, make the concrete in the bearing wall can realize that with the light weight concrete construction in the non the no seam of fusion firmly is connected, avoided load bearing wall and non intersection quality problems such as cracking, infiltration to occur, realized building heat preservation and structure-integrated, have in light weight, intensity is high, heat insulation effect and fireproof performance is good, simple, the easy-to-install advantage of making.
Description of drawings:
Fig. 1 is the structural representation of embodiment 1 of the present utility model.
Fig. 2 is the structural representation of embodiment 2 of the present utility model.
Fig. 3 is the structural representation of embodiment 3 of the present utility model.
Among the figure, 1, exterior sheathing, 2, connector, 3, the light weight concrete construction layer, 4, steel tie, 5, inner formword, 6, the internal lobe wall, 7, the anticracking grout topping.
The specific embodiment:
For clearly demonstrating the technical characterstic of this programme, below by the specific embodiment, and in conjunction with its accompanying drawing, the utility model is elaborated.
Embodiment 1:
As shown in Figure 1; a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure; comprise exterior sheathing 1; be provided with light weight concrete construction layer 3 in exterior sheathing 1 inboard; be located on the exterior sheathing 1 several connectors 2 respectively be located at light weight concrete construction layer 3 in steel tie 4 link to each other, be respectively equipped with one deck anticracking grout topping 7 in the outside of exterior sheathing 1 and light weight concrete construction layer 3.
Described exterior sheathing 1 is the permanent complex heat-preservation exterior sheathing of FS.The permanent complex heat-preservation exterior sheathing of FS is prefabricated through batch production, in cast-in-place light concrete wall body construction, play the composite insulation boards of exterior sheathing effect, by insulation layer, tack coat, insulation transition zone, medial and lateral bonding enhancement Layer, strengthen reining in and connector etc. partly constitutes, have in light weight, intensity is high, heat insulation effect and fireproof performance is good, make simple, easy-to-install advantage.
Described light weight concrete construction layer 3 is light weight aggregate concrete layer or foamed concrete layer.
During concrete the construction, according to designing requirement, at first at infilled wall steel tie 4 is set, in its outside the exterior sheathing 1 that supporting has connector 2 is installed, side is installed bamboo glue pattern plate or steel form within it, and light weight concrete construction layer 3 is built in the centre.After reaching prescribed strength, remove supporting frame, bamboo glue pattern plate or steel form, do anticracking grout topping 7 at exterior sheathing 1 and light weight concrete construction layer 3 outside then, form permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall, do the internal and external ornament layer at last and get final product.
Embodiment 2:
As shown in Figure 2; the structure difference of this embodiment and embodiment 1 is: between the anticracking grout topping 7 in light weight concrete construction layer 3 and its outside, be provided with inner formword 5, be located on the inner formword 5 several connectors 2 respectively be located at light weight concrete construction layer 3 in steel tie 4 link to each other.Described inner formword 5 is cement fibrolite plate or Thistle board, and this class template can be done permanent formwork and use, and need not to remove.Other structure is identical with embodiment 1.
During concrete the construction, according to designing requirement, at first at infilled wall steel tie 4 is set, in its outside the exterior sheathing 1 that supporting has connector 2 is installed, side is installed cement fibrolite plate or the Thistle board that supporting has connector 2 within it, and light weight concrete construction layer 3 is built in the centre.After reaching prescribed strength, remove the supporting frame, outside exterior sheathing 1 and cement fibrolite plate or Thistle board, do anticracking grout topping 7 then, form permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall, do the internal and external ornament layer at last and get final product.
Embodiment 3:
As shown in Figure 3, the structure difference of this embodiment and embodiment 1 is: be provided with internal lobe wall 6 between the anticracking grout topping 7 in light weight concrete construction layer 3 and its outside, be provided with steel tie 4 in the internal lobe wall 6.Other structure is identical with embodiment 1.
During concrete the construction, according to designing requirement, at first at infilled wall steel tie 4 is set, in its outside the exterior sheathing 1 that supporting has connector 2 is installed, side is built internal lobe wall 6 by laying bricks or stones within it, and light weight concrete construction layer 3 is built in the centre.After reaching prescribed strength, remove the supporting frame, do anticracking grout topping 7 at exterior sheathing 1 and internal lobe wall 6 outsides then, form permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall, do the internal and external ornament layer at last and get final product.
Adopt wall body structure of the present utility model, construction is simple, energy conservation, by in the exterior sheathing inboard light weight concrete construction layer being set, make the concrete in the bearing wall can realize that with the light weight concrete construction in the non the no seam of fusion firmly is connected, avoided load bearing wall and non intersection quality problems such as cracking, infiltration to occur, realized building heat preservation and structure-integrated, have in light weight, intensity is high, heat insulation effect and fireproof performance is good, simple, the easy-to-install advantage of making.
The utility model does not describe part in detail, is those skilled in the art of the present technique's known technology.
Claims (6)
1. permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure; it is characterized in that: comprise exterior sheathing; be provided with the light weight concrete construction layer in the exterior sheathing inboard; be located on the exterior sheathing several connectors respectively be located at the light weight concrete construction layer in steel tie link to each other, be respectively equipped with one deck anticracking grout topping in the outside of exterior sheathing and light weight concrete construction layer.
2. a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure according to claim 1; it is characterized in that: between the anticracking grout topping in light weight concrete construction layer and its outside, be provided with inner formword, be located on the inner formword several connectors respectively be located at the light weight concrete construction layer in steel tie link to each other.
3. a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure according to claim 1 is characterized in that: be provided with the internal lobe wall between the anticracking grout topping in light weight concrete construction layer and its outside, be provided with steel tie in the internal lobe wall.
4. according to claim 1,2 or 3 described a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structures, it is characterized in that: described exterior sheathing is the permanent complex heat-preservation exterior sheathing of FS.
5. according to claim 1,2 or 3 described a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structures, it is characterized in that: described light weight concrete construction layer is light weight aggregate concrete layer or foamed concrete layer.
6. a kind of permanent complex heat-preservation exterior sheathing cast-in-place light concrete wall structure according to claim 2, it is characterized in that: described inner formword is cement fibrolite plate or Thistle board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320056510 CN203049846U (en) | 2013-02-01 | 2013-02-01 | Permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320056510 CN203049846U (en) | 2013-02-01 | 2013-02-01 | Permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure |
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| CN203049846U true CN203049846U (en) | 2013-07-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320056510 Expired - Fee Related CN203049846U (en) | 2013-02-01 | 2013-02-01 | Permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213657A (en) * | 2014-09-25 | 2014-12-17 | 山东莱州金声隆节能建材科技有限公司 | Structure and external wall thermal insulation integral board as well as production process and production line of structure and external wall thermal insulation integral board |
| 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 |
| CN105040853A (en) * | 2015-07-02 | 2015-11-11 | 山东省建设科技与产业化中心 | Composite heat-insulation plate cast-in-place concrete sandwiched wall structure |
| CN110792207A (en) * | 2019-12-06 | 2020-02-14 | 安微省建筑设计研究总院股份有限公司 | Prefabricated partition wall top node of self-heat-preservation beam-free formwork and construction method of prefabricated partition wall top node |
| CN111877574A (en) * | 2020-06-16 | 2020-11-03 | 中交第三公路工程局有限公司 | FS exterior sheathing cast in situ concrete composite insulation structure |
-
2013
- 2013-02-01 CN CN 201320056510 patent/CN203049846U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213657A (en) * | 2014-09-25 | 2014-12-17 | 山东莱州金声隆节能建材科技有限公司 | Structure and external wall thermal insulation integral board as well as production process and production line of structure and external wall thermal insulation integral board |
| 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 |
| CN105040853A (en) * | 2015-07-02 | 2015-11-11 | 山东省建设科技与产业化中心 | Composite heat-insulation plate cast-in-place concrete sandwiched wall structure |
| CN110792207A (en) * | 2019-12-06 | 2020-02-14 | 安微省建筑设计研究总院股份有限公司 | Prefabricated partition wall top node of self-heat-preservation beam-free formwork and construction method of prefabricated partition wall top node |
| CN111877574A (en) * | 2020-06-16 | 2020-11-03 | 中交第三公路工程局有限公司 | FS exterior sheathing cast in situ concrete composite insulation structure |
| CN111877574B (en) * | 2020-06-16 | 2021-11-09 | 中交第三公路工程局有限公司 | FS exterior sheathing cast in situ concrete composite insulation structure |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANDONG CONSTRUCTION TECHNOLOGY AND INDUSTRIAL CE Free format text: FORMER NAME: SHANDONG CONSTRUCTION SCIENCE AND TECHNOLOGY CENTER |
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| CP01 | Change in the name or title of a patent holder |
Address after: 250000, No. 17, three Li village, six road, Shizhong District, Ji'nan City, Shandong Province, China Patentee after: SHANDONG CONSTRUCTION SCIENCE & TECHNOLOGY AND INDUSTRIALIZATION CENTER Address before: 250000, No. 17, three Li village, six road, Shizhong District, Ji'nan City, Shandong Province, China Patentee before: Shandong Construction Science and Technology Center |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160622 Address after: 250000 Shandong City, Ji'nan province by the six road, three Li Zhuang, No. 17 Patentee after: Shandong Construction and Development Research Institute Address before: 250000, No. 17, three Li village, six road, Shizhong District, Ji'nan City, Shandong Province, China Patentee before: SHANDONG CONSTRUCTION SCIENCE & TECHNOLOGY AND INDUSTRIALIZATION CENTER |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130710 Termination date: 20210201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |