CN202299482U - Novel quake-proof thermal-insulation Sinkiang rural residence structure - Google Patents
Novel quake-proof thermal-insulation Sinkiang rural residence structure Download PDFInfo
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- CN202299482U CN202299482U CN2011203297897U CN201120329789U CN202299482U CN 202299482 U CN202299482 U CN 202299482U CN 2011203297897 U CN2011203297897 U CN 2011203297897U CN 201120329789 U CN201120329789 U CN 201120329789U CN 202299482 U CN202299482 U CN 202299482U
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Abstract
The utility model discloses a novel quake-proof thermal-insulation Sinkiang rural residence structure. Cast-in-situ steel reinforced concrete beams and columns are adopted as main construction elements so as to form a framework structure; a dry tamping raw soil wall body serves as an enclosure structure; the dry tamping raw soil wall body and the beam and column construction elements of the concrete framework are connected by virtue of steel ties; and at a preserved door and window part, a door and window steel framework is preserved, thus a complete integrated building structure is formed. The Sinkiang rural residence constructed by adopting the novel mixed structure system provided by the utility model has the following advantages: 1. the quake-proof performance of the rural residence is improved; 2. building materials are obtained on site, and the natural characteristic is reserved, the manufacturing cost is lowered, and the Sinkiang rural residence structure is ecological and environmentally-friendly; 3. the built residence is excellent in thermal engineering property, is warm in winter and cool in summer, is low in carbon and is energy-saving; and 4. the Sinkiang region characteristics and the building styles and features are reserved.
Description
Technical field
The utility model relates to a kind of Xinjiang grange, is specially the novel Xinjiang grange structure of a kind of antidetonation, insulation, belongs to the genus construction engineering technical field.
Background technology
The Xinjiang traditional residence is gathered materials on the spot more, and building the stickiness macroporosity soil of locality by laying bricks or stones compacting with drystone method or wet base method is the house main body; And newly-built grange adopts masonry structure more, and main constructional materials is a loam brick; Part adopts frame construction to combine hollow brick to build.Yet these form of structure and construction method all have weak point, are not the ideal structure systems that the Xinjiang local-style dwelling houses is realized sustainable development, this be because:
1, the Xinjiang region earthquake zone is active, earth building and Hollow Block Masonry Structure Anti-seismic poor performance, in case meet with violent earthquake, with bringing huge life and property loss;
2, the loam brick energy that lot of consumption is valuable transports in addition and builds, and cost is high, and energy consumption is high, and construction requirement is also high than earth building;
3, the anti-seismic performance of frame construction is good, but than the earth building material, low with loam brick and hollow brick as the building thermal technique performance of space enclosing structure; Summer in the Xinjiang winter temperature difference round the clock is very big, can not well be incubated solar heat protection like building, with the energy consumption and economic expenditure that greatly increase in the later stage use;
4, machine-made modern construction method with local distinctive architectural scene of heavy damage and regional culture, runs in the opposite direction with the planning spirit of protecting historical tradition and cultural heritage.
The utility model content
The purpose of the utility model is for the novel Xinjiang grange structure of a kind of antidetonation, insulation is provided, to solve the problems referred to above of prior art.
The purpose of the utility model can realize through following technical scheme.
The novel Xinjiang grange structure of a kind of antidetonation, insulation, the beam and column that adopts cast-in-situ steel reinforced concrete are formed frame construction as main member; Do and ram immature soil body of wall as space enclosing structure; Do to ram between the beam and column member of immature soil body of wall and concrete frame and be connected with steel tie; Reserve the door and window place, reserve the door and window steel bar framework.The complete unified building structure of final formation.
The post component inside of described monolithic reinforced concrete structure is provided with built-in fitting; Behind the frame construction casting complete.The horizontal steel tie of welding between corresponding two built-in fittings; Described steel tie specification is
spacing 300MM.Described corresponding built-in fitting refers between two adjacent post members relative built-in fitting on the same horizon.
With 300MM is base unit, adopts dried rammer method, compaction in layers immature soil body of wall, thickness of wall body 500MM.
The Xinjiang grange structure that adopts the utility model combination construction system to build has following advantage:
1, improved the anti-seismic performance of grange;
2, obtain constructional materials on the spot, and keep its natural characteristic, reduce cost and ecological, environmental protective;
3, the house thermal property after building up is excellent, and is cool in summer and warm in winter, low-carbon energy-saving;
4, Xinjiang region feature and architectural scene have been kept.
Description of drawings
Fig. 1 is the structural system sketch map of the utility model;
Among the figure: 1, post 2, beam 3, built-in fitting 4, steel tie 5, immature soil body of wall 6, door and window steel bar framework.
The specific embodiment
Further set forth the technical characterstic of the utility model below in conjunction with accompanying drawing and specific embodiment.
As shown in Figure 1, the Xinjiang grange system of a kind of antidetonation, insulation, the post 1 of employing cast-in-situ steel reinforced concrete and beam 2 are formed frame construction as main member; Do and ram immature soil body of wall 5 as space enclosing structure; Be connected with steel tie 4 between the post 1 that do to ram immature soil body of wall 5 and concrete frame and beam 2 members; Reserve the door and window place, reserve door and window steel bar framework 6.The complete unified building structure of final formation.
With 300MM is base unit, adopts dried rammer method, compaction in layers immature soil body of wall 5, thickness of wall body 500MM.
When building the house, adopt following steps:
1) by the house type design, coupled columns 1 carries out concrete pouring with beam 2, and in post 1 and beam 2, built-in fitting 3 is set;
2), arrange reservation door and window steel bar framework 6 at the door and window place according to the house type plane;
3) by vertical interval 300MM, with steel tie 4 and built-in fitting 3 welding; The door and window place is arranged, with 6 welding of reservation door and window steel bar framework;
4) compaction in layers immature soil wall 5.
Adopting the combination construction system of the utility model, can improve the grange anti-seismic performance, reduce construction cost, also is to meet local climate condition and architectural scene simultaneously.
Claims (4)
1. the novel Xinjiang grange structure of an antidetonation, insulation, it is characterized in that: the beam and column of cast-in-situ steel reinforced concrete is formed the frame construction in house; Do and ram immature soil body of wall as space enclosing structure; Do to ram between the beam and column member of immature soil body of wall and concrete frame and be connected with steel tie; Reserve the door and window place, reserve the door and window steel bar framework.
2. the novel Xinjiang grange structure of a kind of antidetonation according to claim 1, insulation, it is characterized in that: the post component inside of described monolithic reinforced concrete structure is provided with built-in fitting; Be welded with horizontal steel tie between two corresponding built-in fittings on the same horizontal plane.
3. the novel Xinjiang grange structure of a kind of antidetonation according to claim 2, insulation is characterized in that: described steel tie specification is
spacing 300MM.
4. the novel Xinjiang grange structure of a kind of antidetonation according to claim 1, insulation, it is characterized in that: described immature soil thickness of wall body is 500MM.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203297897U CN202299482U (en) | 2011-09-04 | 2011-09-04 | Novel quake-proof thermal-insulation Sinkiang rural residence structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203297897U CN202299482U (en) | 2011-09-04 | 2011-09-04 | Novel quake-proof thermal-insulation Sinkiang rural residence structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202299482U true CN202299482U (en) | 2012-07-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203297897U Expired - Lifetime CN202299482U (en) | 2011-09-04 | 2011-09-04 | Novel quake-proof thermal-insulation Sinkiang rural residence structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202299482U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359286A (en) * | 2011-09-04 | 2012-02-22 | 上海同济城市规划设计研究院 | Anti-seismic thermal-insulation Sinkiang rural residential system and building method thereof |
-
2011
- 2011-09-04 CN CN2011203297897U patent/CN202299482U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359286A (en) * | 2011-09-04 | 2012-02-22 | 上海同济城市规划设计研究院 | Anti-seismic thermal-insulation Sinkiang rural residential system and building method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 10-15 Floors of 4 Tongji Planning Building, 38 Guokang Road, Yangpu District, Shanghai Patentee after: Shanghai Tongji Urban Planning and Design Research Institute Co., Ltd. Address before: No. 1239, Siping Road, Yangpu District, Shanghai Patentee before: Shanghai Tongji Urban Planning & Design Institute |
|
| CP03 | Change of name, title or address | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120704 |
|
| CX01 | Expiry of patent term |