CN106760859A - A kind of steel net cage type structural earthquake-proof building design and construction method - Google Patents
A kind of steel net cage type structural earthquake-proof building design and construction method Download PDFInfo
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- CN106760859A CN106760859A CN201710094573.9A CN201710094573A CN106760859A CN 106760859 A CN106760859 A CN 106760859A CN 201710094573 A CN201710094573 A CN 201710094573A CN 106760859 A CN106760859 A CN 106760859A
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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
- 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
- E04B1/0007—Base structures; Cellars
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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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of steel net cage type structural earthquake-proof building design of architectural design technical field, including underlayment, four groups of pillars are installed at the top of the underlayment, pillar described in four groups is rectangle shape arrangement, and the two ends of the fixed plate are separately fixed on the preceding surface of pillar described in two adjacent groups by fastening bolt.A kind of construction method of earthquake proof construction with steel net cage type structure, the construction method of the earthquake proof construction with steel net cage type structure comprises the following steps：S1：Pour ground layer；S2：Build steel wire case structure；S3：Pour shaping.Improve the anti-seismic performance of building structure, using steel mesh case structure, by concreting in the inner chamber of steel mesh case structure, so that the strong point of building is spread, the stress to building serves the effect of balance so that the wall of whole building is more firmly and stable, and then improve the anti-seismic performance of building, and easy construction, technical requirement on design is high, and the construction period is short.
Description
Technical field
The present invention relates to architectural design technical field, specially a kind of steel net cage type structural earthquake-proof building design and construction party
Method.
Background technology
Architectural design refer to building before construction, designer work progress and uses process according to construction task
In the presence of or the problem that may occur, overall imagination is performed in advance, draft method, the scheme for solving these problems,
With drawing and document presentation out.Used as getting the raw materials ready, construction organization work and each work post work in coordination association in making, construction work
The common foundation made.It is easy to whole engineering to be able in the range of the predetermined size of investment, according to the predetermined scheme of mature consideration, system
One step, is smoothed out.And the building for building up fully is met user and social desired various requirement.Existing builds
In building design and arrangement and method for construction, generally using the frame structure of pillar, a little even directly directly pile up using brick that to form brick mixed
Structural building, it is impossible to resist from level or vertical seismic force, the life and property for giving people bring huge disaster and damage
Lose.Earthquake-resistant structure, it in seismic fortification intensity is that 6 degree and above area must carry out Aseismic Design building to refer to.From the weight in the whole world
It can be found that more than 95% human life injures and deaths are all because damage of building or collapse what is be led in violent earthquake disaster investigation.
Inquire into building and the reason for collapsing is damaged in earthquake, and taken precautions against, the earthquake-resistant structure for standing macroseism is built from engineering
It is to reduce earthquake disaster most direct, most efficient method.Antiseismic building performance is improved, is to improve city integrated defence capability
One of major measure, while being also the main task of " anti-" in protection against and mitigation of earthquake disasters work, existing earthquake-resistant structure is existed to be applied
Work is complicated, technical requirement on design problem high.Therefore, it is proposed that a kind of steel net cage type structural earthquake-proof building design and construction party
Method.
The content of the invention
It is above-mentioned to solve it is an object of the invention to provide a kind of steel net cage type structural earthquake-proof building design and construction method
It is a little even straight generally using the frame structure of pillar in the existing architectural design and arrangement and method for construction proposed in background technology
Connect directly to be piled up using brick and form brick masonry structure building, it is impossible to resist from level or vertical seismic force, the life for giving people
Huge disaster and loss, existing earthquake-resistant structure is brought to there is construction complexity, technical requirement on design problem high with property.
To achieve the above object, the present invention provides following technical scheme：A kind of steel net cage type structural earthquake-proof building design, bag
Underlayment is included, four groups of pillars are installed at the top of the underlayment, pillar described in four groups is rectangle shape arrangement, per two adjacent groups
Steel mesh is provided between the pillar, steel mesh described in four groups and pillar described in four groups constitute case structure, pillar described in every two groups
Between fixed plate uniformly is installed, the two ends of the fixed plate are separately fixed at pillar described in two adjacent groups by fastening bolt
Preceding surface on.
Preferably, the surface of the steel mesh is using 10% alumin(i)um zinc alloy of plating and covers modeling preservative treatment.
Preferably, the two ends of the steel mesh are separately fixed at the side wall of pillar described in two adjacent groups by way of welding
On.
Preferably, the grid of the steel mesh is triangular shape or grid-like.
Preferably, the underlayment is concrete bottom basic unit, and the bottom of pillar is cast in underlayment described in four groups
Inner chamber.
Preferably, a kind of construction method of earthquake proof construction with steel net cage type structure, the earthquake proof construction with steel net cage type structure is applied
Work method comprises the following steps：
S1：Pour ground layer：Ground is repaired smooth, center line is released in measurement, the excavation of foundation ditch is then carried out, in foundation ditch
Bottom laying loaded filter, four groups of pillars are rectangle the inner chamber that array is inserted in foundation ditch, poured using concrete, build
Into underlayment；
S2：Build steel wire case structure：Steel mesh is welded between two groups of adjacent pillars so that group between steel mesh and pillar
Into case structure, the mounting plate on two groups of adjacent outer walls of pillar fixes the two ends of fixed plate using fastening bolt
On the outer wall of two adjacent groups pillar；
S3：Pour shaping：The outer wall of steel wire case structure in step s 2 is fixed using template, then from steel wire net cage
Pouring for concrete is carried out at the top of formula structure, after the completion of pouring, solidification is dried, form removal.
Preferably, the method for the foundation ditch excavation in the step S1 is：First excavated using machinery, then manually carried out
Repair.
Preferably, loaded filter is geotechnological layer of cloth in the step S1, and the surface of geotechnological layer of cloth is equipped with rubble.
Compared with prior art, the beneficial effects of the invention are as follows：A kind of steel mesh case structure antidetonation that the invention is proposed is built
Design and construction method are built, the anti-seismic performance of building structure is improve, using steel mesh case structure, by concreting in steel mesh
The inner chamber of case structure so that the strong point of building is spread, the stress to building serves the effect of balance so that whole
The wall of building is more firmly and stable, and then improves the anti-seismic performance of building, and easy construction, and technical requirement on design is not
Height, the construction period is short.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is top view of the present invention；
Fig. 3 is construction method flow chart of the present invention.
In figure：1 underlayment, 2 pillars, 3 steel meshes, 4 fixed plates, 5 fastening bolts.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Fig. 1-3 are referred to, the present invention provides a kind of technical scheme：A kind of steel net cage type structural earthquake-proof building design, including
Underlayment 1, the top of the underlayment 1 is provided with four groups of pillars 2, and underlayment 1 is concrete bottom basic unit, and pillar described in four groups
2 bottom is cast in the inner chamber of underlayment 1, and pillar 2 described in four groups is rectangle shape arrangement, pillar 2 described in per two adjacent groups
Between be provided with steel mesh 3, modeling preservative treatment is simultaneously covered in the surface of the steel mesh 3 using 10% alumin(i)um zinc alloy of plating, and the two ends of steel mesh 3 are equal
It is separately fixed on the side wall of pillar 2 described in two adjacent groups by way of welding, and the grid of steel mesh 3 is triangular shape or grid
Shape, steel mesh 3 described in four groups and the composition of pillar 2 case structure described in four groups, uniformly fixation is provided between pillar 2 described in every two groups
Plate 4, the two ends of the fixed plate 4 are separately fixed on the preceding surface of pillar 2 described in two adjacent groups by fastening bolt 5.
The present invention also provides a kind of construction method of earthquake proof construction with steel net cage type structure, the earthquake proof construction with steel net cage type structure
Construction method comprise the following steps：
S1：Pour ground layer 1：Ground is repaired smooth, center line is released in measurement, then carries out the excavation of foundation ditch, foundation ditch
The method of excavation is：First excavated using machinery, then manually repaired, loaded filter, anti-filter are laid in the bottom of foundation ditch
Layer is geotechnological layer of cloth, and the surface of geotechnological layer of cloth is equipped with rubble, and four groups of pillars 2 are rectangle into array is inserted in foundation ditch
Chamber, is poured using concrete, is built into underlayment 1；
S2：Build steel wire case structure：Steel mesh 3 is welded between two groups of adjacent pillars 2 so that steel mesh 3 and pillar 2 it
Between constitute case structure, the mounting plate 4 on two groups of adjacent outer walls of pillar 2, by the two ends of fixed plate 4 using fastening spiral shell
Bolt 5 is fixed on the outer wall of two adjacent groups pillar 2；
S3：Pour shaping：The outer wall of steel wire case structure in step s 2 is fixed using template, then from steel wire net cage
Pouring for concrete is carried out at the top of formula structure, after the completion of pouring, solidification is dried, form removal.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding can carry out various changes, modification, replacement to these embodiments without departing from the principles and spirit of the present invention
And modification, the scope of the present invention be defined by the appended.
Claims (8)
1. a kind of steel net cage type structural earthquake-proof building design, including underlayment (1), it is characterised in that：The top of the underlayment (1)
Portion is provided with four groups of pillars (2), and pillar (2) described in four groups is rectangle shape arrangement, is set between pillar (2) described in per two adjacent groups
Be equipped with steel mesh (3), steel mesh (3) described in four groups and described in four groups pillar (2) composition case structure, pillar (2) described in every two groups it
Between fixed plate (4) uniformly is installed, the two ends of the fixed plate (4) are separately fixed at two adjacent groups by fastening bolt (5)
On the preceding surface of the pillar (2).
2. a kind of steel net cage type structural earthquake-proof building design according to claim 1, it is characterised in that：The steel mesh (3)
Surface modeling preservative treatment and is covered at 10% alumin(i)um zinc alloy using plating.
3. a kind of steel net cage type structural earthquake-proof building design according to claim 1, it is characterised in that：The steel mesh (3)
Two ends welding by way of be separately fixed on the side wall of pillar described in two adjacent groups (2).
4. a kind of steel net cage type structural earthquake-proof building design according to claim 1, it is characterised in that：The steel mesh (3)
Grid be triangular shape or grid-like.
5. a kind of steel net cage type structural earthquake-proof building design according to claim 1, it is characterised in that：The underlayment
(1) it is concrete bottom basic unit, and the bottom of pillar (2) is cast in the inner chamber of underlayment (1) described in four groups.
6. a kind of construction method of earthquake proof construction with steel net cage type structure, it is characterised in that：The earthquake proof construction with steel net cage type structure
Construction method comprises the following steps：
S1：Pour ground layer (1)：Ground is repaired smooth, center line is released in measurement, the excavation of foundation ditch is then carried out, in foundation ditch
Bottom laying loaded filter, four groups of pillars (2) are rectangle the inner chamber that array is inserted in foundation ditch, poured using concrete,
It is built into underlayment (1)；
S2：Build steel wire case structure：Steel mesh (3) is welded between two groups of adjacent pillars (2) so that steel mesh (3) and pillar
(2) case structure is constituted between, the mounting plate (4) on two groups of adjacent outer walls of pillar (2), by the two of fixed plate (4)
End is fixed on the outer wall of two adjacent groups pillar (2) using fastening bolt (5)；
S3：Pour shaping：The outer wall of steel wire case structure in step s 2 is fixed using template, then from steel wire cage type knot
Pouring for concrete is carried out at the top of structure, after the completion of pouring, solidification is dried, form removal.
7. the construction method of a kind of earthquake proof construction with steel net cage type structure according to claim 5, it is characterised in that：The step
Suddenly the method for the foundation ditch excavation in S1 is：First excavated using machinery, then manually repaired.
8. the construction method of a kind of earthquake proof construction with steel net cage type structure according to claim 5, it is characterised in that：The step
Loaded filter is geotechnological layer of cloth in rapid S1, and the surface of geotechnological layer of cloth is equipped with rubble.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710094573.9A CN106760859A (en) | 2017-02-13 | 2017-02-13 | A kind of steel net cage type structural earthquake-proof building design and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710094573.9A CN106760859A (en) | 2017-02-13 | 2017-02-13 | A kind of steel net cage type structural earthquake-proof building design and construction method |
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| Publication Number | Publication Date |
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| CN106760859A true CN106760859A (en) | 2017-05-31 |
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| CN201710094573.9A Pending CN106760859A (en) | 2017-02-13 | 2017-02-13 | A kind of steel net cage type structural earthquake-proof building design and construction method |
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| CN104612282A (en) * | 2015-02-02 | 2015-05-13 | 西安建筑科技大学 | Prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection and construction method of prefabricated steel fiber sludge-made ceramisite concrete wall |
| CN104846840A (en) * | 2015-04-23 | 2015-08-19 | 东北大学 | Shallowly-buried soft soil integrated trench reinforcing device and construction method |
| CN106049714A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Plastic-steel net combined light partition wall and construction method |
| CN106065666A (en) * | 2016-06-22 | 2016-11-02 | 西安科技大学 | Easy installing type movable plank house with combination type basic component |
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2017
- 2017-02-13 CN CN201710094573.9A patent/CN106760859A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2037863A (en) * | 1978-12-19 | 1980-07-16 | Wimpey Const Uk | Earthquake-resistant Structural Building Element and Method of Making the Same |
| CN2568723Y (en) * | 2002-06-06 | 2003-08-27 | 上海东木新型建材有限公司 | Steel net composite wall mold |
| CN1796706A (en) * | 2004-12-24 | 2006-07-05 | 张东川 | Box shaped house model of construction and fabricating method |
| CN201972395U (en) * | 2010-12-10 | 2011-09-14 | 清华大学建筑设计研究院 | Steel-frame double-layer-net building template |
| CN102140842A (en) * | 2011-01-07 | 2011-08-03 | 北京华美科博科技发展有限公司 | Industrial construction method for multistory residence system with clamp die frame core wall self-bearing structure |
| CN102220809A (en) * | 2011-04-13 | 2011-10-19 | 北京华美科博科技发展有限公司 | Spraying sandwiched concrete shear wall structure of clamp die fixing machinery and construction method |
| CN103979891A (en) * | 2014-05-12 | 2014-08-13 | 黄贺明 | Assembly-type enclosure wall and preparation method thereof |
| CN104612282A (en) * | 2015-02-02 | 2015-05-13 | 西安建筑科技大学 | Prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection and construction method of prefabricated steel fiber sludge-made ceramisite concrete wall |
| CN104846840A (en) * | 2015-04-23 | 2015-08-19 | 东北大学 | Shallowly-buried soft soil integrated trench reinforcing device and construction method |
| CN106065666A (en) * | 2016-06-22 | 2016-11-02 | 西安科技大学 | Easy installing type movable plank house with combination type basic component |
| CN106049714A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Plastic-steel net combined light partition wall and construction method |
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Application publication date: 20170531 |
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