CN113006269A - Construction method of sandwich earth wall house structure system - Google Patents
Construction method of sandwich earth wall house structure system Download PDFInfo
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- CN113006269A CN113006269A CN202110246534.2A CN202110246534A CN113006269A CN 113006269 A CN113006269 A CN 113006269A CN 202110246534 A CN202110246534 A CN 202110246534A CN 113006269 A CN113006269 A CN 113006269A
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- sandwich
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- 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
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- 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
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/028—Earthquake withstanding shelters
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a construction method of a sandwich earth wall building structure system, belongs to the field of buildings, and solves the problem of high building cost of the existing building. The sandwich earth wall house structure system comprises a foundation and sandwich earth walls, wherein the sandwich earth walls are provided with 1-4 layers, the sandwich earth wall at the lowest layer is arranged on the foundation, a floor slab is arranged between the sandwich earth walls at the layers, and a roof is arranged at the top of the sandwich earth wall at the uppermost layer; the method comprises the following steps: constructing a foundation below the ground; constructing a first layer of sandwich earth wall on a foundation; after the first layer of sandwich earth wall is constructed, constructing a first layer of floor slab on the top of the first layer of sandwich earth wall; sequentially constructing a second layer of sandwich earth wall and a second layer of floor slab on the first layer of floor slab; and after the number of required building layers is reached, constructing a roof on the top of the sandwich soil wall on the uppermost layer. The construction method has the advantages of simple steps, high construction speed, reduced carbon emission, strong stability of the sandwich soil wall building structure system and good earthquake resistance, and can be used for multi-storey buildings in vast rural areas.
Description
Technical Field
The invention belongs to the field of buildings, and particularly relates to a construction method of a sandwich earth wall building structure system.
Background
The reinforced concrete structure is a common bearing wall structure, but the pouring of concrete must be carried out after reinforcing steel bars and a steel frame structure are assembled on a construction site, and the construction period is occupied. Along with continuous innovation, various novel bearing walls such as a bearing wall made of steel wire mesh mortar boards filled with concrete and a bearing wall made of steel plates filled with concrete appear, the novel bearing walls can adopt a prefabricated form, the construction efficiency can be improved, and the construction period can be shortened. However, these new load-bearing walls generally use concrete as a wall filler, which increases construction costs.
For reducing construction cost, a novel prefabricated wall has appeared, and this prefabricated wall is enclosed by steel sheet or concrete slab and closes the rectangle frame to tamp in the frame and fill and have loess, this prefabricated wall green, energy-conservation, environmental protection, thermal insulation performance is good, reduces carbon and discharges, is ecological prefabricated wall structure.
Disclosure of Invention
The invention aims to provide a construction method of a sandwich earth wall building structure system, which aims to solve the problem of high building cost of the existing building.
The technical scheme of the invention is as follows: a construction method of a sandwich earth wall building structure system comprises a foundation and sandwich earth walls, wherein the sandwich earth walls are provided with 1-4 layers, the sandwich earth wall at the lowest layer is arranged on the foundation, a floor slab is arranged between the sandwich earth walls at the layers, and a roof is arranged at the top of the sandwich earth wall at the uppermost layer; the method comprises the following steps:
A. constructing a foundation below the ground;
B. constructing a first layer of sandwich earth wall on a foundation;
C. after the first layer of sandwich earth wall is constructed, constructing a first layer of floor slab on the top of the first layer of sandwich earth wall;
D. sequentially constructing a second layer of sandwich earth wall and a second layer of floor slab on the first layer of floor slab;
E. and after the number of required building layers is reached, constructing a roof on the top of the sandwich soil wall on the uppermost layer.
As a further improvement of the invention, the left and right adjacent sandwich earth walls are connected by welding or bolts.
As a further improvement of the invention, ring beams are constructed at the floor slab to improve the earthquake resistance of the house.
As a further improvement of the invention, the thickness of the wall body of the sandwich soil wall is 370-610 mm. The thickness gives consideration to the stability, the heat insulation performance, the space occupation and the economic cost of the sandwich soil wall.
The invention has the beneficial effects that: the invention provides a brand-new energy-saving emission-reducing carbon emission-reducing building structure system construction method, and environmental pollution caused by brick burning is avoided. The sandwich earth wall house structure system has strong stability and good earthquake resistance, can be used for building 1-4 layers of houses, can be used for multi-layer buildings in vast rural areas, and can play an important role in new rural construction and beautiful rural construction. The invention takes the sandwich soil wall as the bearing wall to form a sandwich soil wall house structure system, and exerts the advantages of local material utilization, precious soil change, cheap soil material and good heat preservation performance of the sandwich soil wall. The construction method has the advantages of simple steps, high construction speed, low technical requirement and strong practicability.
Drawings
FIG. 1 is a schematic structural view of a sandwich earth wall building construction system of the present invention;
FIG. 2 is a schematic top view of the structure of the earth wall of the present invention;
fig. 3 is a perspective view of the earth wall with a filling of the present invention.
In the figure: 1-a support plate; 2-loess; 3-stretching the ribs; 4-a base; 5, a floor slab; 6-sandwich earth wall; 7-roof.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
A construction method of a sandwich earth wall building structure system is disclosed, the sandwich earth wall building structure system is shown in figure 1, and comprises a foundation 4 and a sandwich earth wall 6, the sandwich earth wall 6 is provided with 1-4 layers, the sandwich earth wall 6 at the lowest layer is arranged on the foundation 4, a concrete floor 5 is arranged between the sandwich earth walls 6 at the layers, and the top of the sandwich earth wall 6 at the uppermost layer is provided with a roof 7; the method comprises the following steps:
A. constructing a foundation 4 below the ground;
B. constructing a first layer of sandwich soil wall 6 on the foundation 4;
C. after the first layer of sandwich soil wall 6 is constructed, a first layer of floor slab 5 is constructed on the top of the first layer of sandwich soil wall;
D. a second layer of sandwich earth wall 6 and a second layer of floor slab 5 are sequentially constructed on the first layer of floor slab 5;
E. and after the number of the required building floors is reached, constructing a roof 7 at the top of the sandwich soil wall 6 at the uppermost layer.
The sandwich soil wall 6 has a structure as shown in fig. 2 and 3, a rectangular frame is formed by surrounding supporting plates 1 made of steel plates or concrete plates, loess 2 is tamped in the frame to prevent the supporting plates 1 from deforming, and tie bars 3 can be arranged between the two supporting plates 1 opposite to each other in the length direction of the sandwich soil wall 6. The thickness of the sandwich soil wall 6 is 370-610 mm.
When the supporting plates 1 are made of steel plates, the supporting plates 1 of the left and right adjacent sandwich soil walls 6 are connected through welding or embedded bolts; when the supporting plates 1 are made of concrete, the supporting plates 1 of the left and right adjacent sandwich soil walls 6 are connected through embedded bolts.
The ring beam can be constructed on the floor slab 5 according to the height of the house.
The sandwich earth wall house structure system is stable in structure and efficient in construction, and the built house is warm in winter and cool in summer, good in heat insulation performance and good in popularization value.
Claims (4)
1. A construction method of a sandwich earth wall house structure system is characterized by comprising the following steps: the sandwich soil wall house structure system comprises a foundation (4) and sandwich soil walls (6), wherein the sandwich soil walls (6) are provided with 1-4 layers, the sandwich soil wall (6) at the lowest layer is arranged on the foundation (4), a floor slab (5) is arranged between the sandwich soil walls (6) at the layers, and a roof (7) is arranged at the top of the sandwich soil wall (6) at the uppermost layer; the method comprises the following steps:
A. constructing a foundation (6) below the ground;
B. constructing a first layer of sandwich earth wall (6) on the foundation (4);
C. after the first layer of sandwich soil wall (6) is constructed, a first layer of floor slab (5) is constructed on the top of the first layer of sandwich soil wall;
D. a second layer of sandwich earth wall (6) and a second layer of floor slab (5) are sequentially constructed on the first layer of floor slab (5);
E. and after the number of the required building floors is reached, constructing a roof (7) on the top of the sandwich soil wall (6) on the uppermost layer.
2. The method of constructing a sandwich earth wall building structural system of claim 1, wherein: the left and right adjacent sandwich earth walls (6) are connected by welding or bolts.
3. A method of constructing a sandwich earth wall building structural system according to claim 1 or 2, characterised in that: and constructing ring beams at the floor (5).
4. A method of constructing a sandwich earth wall building structure system according to claim 3, characterised in that: the thickness of the sandwich soil wall (6) is 370-610 mm.
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CN202110246534.2A CN113006269A (en) | 2021-03-05 | 2021-03-05 | Construction method of sandwich earth wall house structure system |
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CN202110246534.2A CN113006269A (en) | 2021-03-05 | 2021-03-05 | Construction method of sandwich earth wall house structure system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114776070A (en) * | 2022-04-25 | 2022-07-22 | 兰州有色冶金设计研究院有限公司 | Reinforcing structure and method for large-span floor slab |
Citations (9)
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---|---|---|---|---|
US3719015A (en) * | 1971-07-09 | 1973-03-06 | Misawa Homes Co | Prefabricated house |
CN102134878A (en) * | 2011-03-02 | 2011-07-27 | 王建军 | Compound sandwich layer assembled building |
CN103982041A (en) * | 2014-05-07 | 2014-08-13 | 杜景云 | Method for constructing reinforced-concrete prefabricated element fabricated building with frame structure system |
EP3147418A1 (en) * | 2014-05-23 | 2017-03-29 | Fiark Internacional, SL | Light-weight and modular construction system |
CN108797790A (en) * | 2018-05-31 | 2018-11-13 | 河北卓达建材研究院有限公司 | A kind of plug-in type assembly worker-house and construction process |
CN109680795A (en) * | 2019-03-01 | 2019-04-26 | 廖政峰 | A kind of quick assembled type building system and method |
CN211114066U (en) * | 2019-10-11 | 2020-07-28 | 中冶建筑研究总院有限公司 | Assembled lightweight concrete slab type house structure |
CN212376009U (en) * | 2020-03-17 | 2021-01-19 | 和筑印象(天津)集成房屋有限公司 | Prefabricated assembled reinforced concrete structure house |
CN212376080U (en) * | 2020-04-13 | 2021-01-19 | 兰州有色冶金设计研究院有限公司 | Sandwich earth wall |
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2021
- 2021-03-05 CN CN202110246534.2A patent/CN113006269A/en active Pending
Patent Citations (9)
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US3719015A (en) * | 1971-07-09 | 1973-03-06 | Misawa Homes Co | Prefabricated house |
CN102134878A (en) * | 2011-03-02 | 2011-07-27 | 王建军 | Compound sandwich layer assembled building |
CN103982041A (en) * | 2014-05-07 | 2014-08-13 | 杜景云 | Method for constructing reinforced-concrete prefabricated element fabricated building with frame structure system |
EP3147418A1 (en) * | 2014-05-23 | 2017-03-29 | Fiark Internacional, SL | Light-weight and modular construction system |
CN108797790A (en) * | 2018-05-31 | 2018-11-13 | 河北卓达建材研究院有限公司 | A kind of plug-in type assembly worker-house and construction process |
CN109680795A (en) * | 2019-03-01 | 2019-04-26 | 廖政峰 | A kind of quick assembled type building system and method |
CN211114066U (en) * | 2019-10-11 | 2020-07-28 | 中冶建筑研究总院有限公司 | Assembled lightweight concrete slab type house structure |
CN212376009U (en) * | 2020-03-17 | 2021-01-19 | 和筑印象(天津)集成房屋有限公司 | Prefabricated assembled reinforced concrete structure house |
CN212376080U (en) * | 2020-04-13 | 2021-01-19 | 兰州有色冶金设计研究院有限公司 | Sandwich earth wall |
Non-Patent Citations (2)
Title |
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北京市第二住宅建筑工程公司: "装配式复合墙板住宅施工组织设计", 《建筑技术》 * |
樊振和: "《建筑构造原理与设计》", 31 October 2004 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114776070A (en) * | 2022-04-25 | 2022-07-22 | 兰州有色冶金设计研究院有限公司 | Reinforcing structure and method for large-span floor slab |
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