CN1676803A - Low-storey building and single-storey house anti-seismic building method - Google Patents
Low-storey building and single-storey house anti-seismic building method Download PDFInfo
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- CN1676803A CN1676803A CN 200510070370 CN200510070370A CN1676803A CN 1676803 A CN1676803 A CN 1676803A CN 200510070370 CN200510070370 CN 200510070370 CN 200510070370 A CN200510070370 A CN 200510070370A CN 1676803 A CN1676803 A CN 1676803A
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Abstract
This invention discloses an aseismatic constructing method of low layer and bungalow. The procedure as follow: A. prepare columniation, beam and board, two sides left to connect to reinforcing steel bar; B. make basis. Construct basis columniation with design request, use reinforcing steel bar as framework, casting, construct diquanliang up basis columniation, obligated reinforcing steel bar drill through diquanliang; C. build frame, install columniation, weld the remained beforehand reinforcing steel bar in one end of prefab columniation with the remained beforehand reinforcing steel bar on the beam, and cast all the above-mentioned weld; D. build veneer, both ends of the veneer respectively connect to the beam, and weld the remained beforehand reinforcing steel bar at both ends of the veneer; E. build wall body, circulate as the steps as building framework, veneer and wall body on the floor above two story; F. build the roof. The aseismatic efficiency of this method is dependable, the working period is short, and it can save rolled steels and woods to decrease the cost.
Description
Technical field the present invention relates to a kind of building method of residential houses of antidetonation, is the earthquake proof construction method of a kind of lower building and one-storey house specifically.
Background technology China possession shake prone areas, the shock strength of building construction concerns people's life and property safety degree, more than the house in vast townlet of China and rural area is brick mix structure, the antidetonation degree is very low, the building that the city has welds with steel frame, anti-seismic performance is fine, but big with steel material, the cost costliness; The residential building in present city adopts tower structure more, will make pillar and metal pattern template with a large amount of timber in architectural process, not only takes timber but also take steel, and cast back conditioned time is long on the building site, prolongs the duration of building, also causes cost higher.
Summary of the invention the object of the present invention is to provide the earthquake proof construction method of a kind of lower building and one-storey house, and concrete goods such as its crossbeam, column are prefabricated in the factory, and connects at the scene, installs, pours into a mould, and saves material, reduction of erection time, shock strength height.
Technical scheme of the present invention is as follows:
Method of the present invention is made up of following steps: 1, prefabricated stand column, crossbeam, zygote plate, above-mentioned concrete prefabricated member two ends remain for the steel bar end that connects in advance, prefabricated column is " ten " font and " fourth " font and " " shape, and the two ends of its horizontal tie-beam are the reserved steel bar head also;
2, lay the foundations, on the ground that digs, construct pilum by designing requirement, make the pilum skeleton with reinforcing bar, reinforcing bar fried dough twist steel, diameter are 16-18mm, 18mm uses 4 at least, pour into a mould in proportion with sand, stone, cement, reserve on the reinforcing bar of pilum and prolong part, on pilum, construct the ground collar tie beam, the reinforcing bar welding of ground collar tie beam and pilum cross section, the reinforcing bar that pilum is reserved passes the ground collar tie beam;
3, framing, correspondence position dress column at pilum, the reinforcing bar welding that reinforcing bar that one end of prefabricated column is reserved and pilum are reserved, the reinforcing bar that the reinforcing bar that the horizontal tie-beam on the column is reserved and crossbeam are reserved welds, and pours into a mould all above-mentioned welds;
4, joining daughter board, zygote plate two ends are overlapped on respectively on the crossbeam, and the zygote plate that rides on the crossbeam also is the reinforcing bar welding that two ends are reserved, and pours into a mould or smear cement on the zygote plate that connects;
5, wall constructed, body of wall is built into lightweight brick or takes frame combination with finishing plate and forms;
Floor more than two layers circulates by framing, joining daughter board, wall constructed step;
With 6, construct the roof, after the building with the zygote plate as stated above of flat-top, lay waterproofing course and isolation layer and bind; If the herringbone framework adopts reinforcing bar to be welded, also can construct the room item with behind prefabricated " people " font house beam frame connection column.
The vertical steel bar end that reservation is arranged above the above-mentioned prefabricated crossbeam.
Above-mentioned prefabricated component can prefabricated " people " font house beam frame.
In the step of above-mentioned joining daughter board, can there be a horizontal reinforcing bar centre that rides over two row's zygote plates on the crossbeam, and the perpendicular reinforcing bar of reserving on reinforcing bar, the transverse reinforcement that adds and the crossbeam with the reservation of zygote plate welds together.
The invention has the advantages that: 1, anti seismic efficiency is reliable.2, faster than existing frame construction construction speed, short construction period is because of the building materials of main framing are concrete prefabricated members, without field fabrication.3, save steel and timber than existing frame construction, and then reduce cost.4, quality such as batch production prefabricated stand column, crossbeam are controlled easily.5, alleviate construction worker's labour intensity, finish in batch production is produced because of a big chunk work in the building site, labour intensity reduces greatly.
Description of drawings Fig. 1 is that column of the present invention is connected generalized section with ground collar tie beam, pilum:
Fig. 2 is that column of the present invention is connected generalized section with crossbeam;
Fig. 3 is crossbeam of the present invention and both sides zygote plate and transverse reinforcement connection diagram thereof on it.
The invention will be further described below in conjunction with accompanying drawing for the specific embodiment.
Method of the present invention is made up of following steps: 1, prefabricated stand column 1, crossbeam 13, zygote plate 17, can see the structure of above-mentioned concrete prefabricated member by Fig. 1, Fig. 2, Fig. 3, the prefabricated component two ends remain for the steel bar end that connects in advance, prefabricated column is " ten " font and " fourth " font and " " shape, the two ends of its horizontal tie-beam are the reserved steel bar head also, the vertical steel bar end 14 that reservation is arranged above the prefabricated crossbeam, column is identical with the crossbeam cross dimensions;
2, lay the foundations, on the ground that digs, construct pilum 8, make the pilum skeleton with reinforcing bar 9 by designing requirement, reinforcing bar fried dough twist steel, diameter are 16-18mm, and 18mm uses 4 at least, fried dough twist steel lower end is hook or cast, pour into a mould in proportion with sand, stone, cement, reserve on the reinforcing bar of pilum and prolong part, on pilum, construct ground collar tie beam 7,6 is the geosphere beam steel, the reinforcing bar welding of it and pilum cross section, 5 be pad, the steel bar end that is used to weld 4 that collar tie beam reservation in ground is vertical; The reinforcing bar 10 that pilum is reserved passes the ground collar tie beam;
3, framing, correspondence position dress column 1 at pilum, reinforcing bar 10 welding that reinforcing bar 2 and the pilum that one end of prefabricated column is reserved reserved, 3 is weld, reinforcing bar 15 welding that reinforcing bar that horizontal tie-beam 11 on the column is reserved and crossbeam 13 are reserved, 12 is pad, the weld of wall face column and crossbeam is " T " font section, it is " " shape section that the building external angle divides the weld of column and crossbeam, pours into a mould all above-mentioned welds;
4, joining daughter board, zygote plate 17 two ends are overlapped on respectively on the crossbeam 13, the zygote plate also is the reinforcing bar welding that two ends are reserved, it is 20MM transverse reinforcement 18 that there is a diameter centres that ride on the crossbeam two row's zygote plates, the perpendicular reinforcing bar of reserving on reinforcing bar 16, the transverse reinforcement 18 that adds and the crossbeam with the reservation of zygote plate 14 welds together, casting cement on the zygote plate that connects;
5, wall constructed, body of wall is built into hollow brick, and its width and column, crossbeam width are complementary;
Floor more than two layers repeats framing, joining daughter board, wall constructed step;
With 6, construct the roof, after the building with the zygote plate as stated above of flat-top, lay waterproofing course and isolation layer and bind; Roof part such as backing build that cornice are raised one's head and looked or flat eaves direct-flushing building pattern, should constitute new skeleton prefabricated " people " font house beam frame with the column welding and pour into a mould.
Claims (4)
1, the earthquake proof construction method of a kind of lower building and one-storey house, it is characterized in that: it is made up of following steps:
A, prefabricated stand column (1), crossbeam (13), zygote plate (17), above-mentioned concrete prefabricated member two ends remain for the steel bar end that connects in advance, prefabricated column be " ten " font and " fourth " font and "
" shape, the two ends of its horizontal tie-beam are the reserved steel bar head also;
B, lay the foundations, on the ground that digs, construct pilum (8) by designing requirement, make the pilum skeleton with reinforcing bar (9), reinforcing bar fried dough twist steel, diameter are 16-18mm, 18mm uses 4 at least, pour into a mould in proportion with sand, stone, cement, reserve on the reinforcing bar of pilum and prolong part, on pilum, construct ground collar tie beam (7), the reinforcing bar welding of ground collar tie beam and pilum cross section, the reinforcing bar (10) that pilum is reserved passes the ground collar tie beam;
C, framing, correspondence position dress column (1) at pilum, the reinforcing bar welding that reinforcing bar that one end of prefabricated column is reserved and pilum are reserved, the reinforcing bar that the reinforcing bar that the horizontal tie-beam (11) on the column is reserved and crossbeam (13) are reserved welds, and pours into a mould all above-mentioned welds;
D, joining daughter board, zygote plate (17) two ends are overlapped on respectively on the crossbeam (13), and the zygote plate that rides on the crossbeam also is reinforcing bar (16) welding that two ends are reserved, and pours into a mould or smear cement on the zygote plate that connects;
D, wall constructed, body of wall are built into lightweight brick or take frame combination with finishing plate and form;
Floor more than two layers circulates by framing, joining daughter board, wall constructed step;
With E, construct the roof, after the building with the zygote plate as stated above of flat-top, lay waterproofing course and isolation layer and bind; If the herringbone framework adopts reinforcing bar to be welded, or, construct the roof with behind prefabricated " people " font house beam frame connection column.
2, the earthquake proof construction method of lower building according to claim 1 and one-storey house is characterized in that: the vertical steel bar end (14) that reservation is arranged above its prefabricated crossbeam (13).
3, according to the earthquake proof construction method of described lower building of claim l and one-storey house, it is characterized in that: its prefabricated component also prefabricated " people " font house beam frame.
4, the earthquake proof construction method of lower building according to claim 1 and one-storey house, it is characterized in that: in the step of its joining daughter board, there is a horizontal reinforcing bar (18) centre that rides over two row's zygote plates on the crossbeam, and the perpendicular reinforcing bar of reserving on reinforcing bar (16), the transverse reinforcement (18) that adds and the crossbeam with the reservation of zygote plate (14) welds together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100703703A CN1313688C (en) | 2005-04-30 | 2005-04-30 | Low-storey building and single-storey house anti-seismic building method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100703703A CN1313688C (en) | 2005-04-30 | 2005-04-30 | Low-storey building and single-storey house anti-seismic building method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1676803A true CN1676803A (en) | 2005-10-05 |
| CN1313688C CN1313688C (en) | 2007-05-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100703703A Expired - Fee Related CN1313688C (en) | 2005-04-30 | 2005-04-30 | Low-storey building and single-storey house anti-seismic building method |
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| CN (1) | CN1313688C (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758207A (en) * | 2013-07-05 | 2014-04-30 | 南京工程学院 | Semi-prefabricated semi-cast-in-place type frame structure of integrated building and construction method thereof |
| CN104120788A (en) * | 2014-07-18 | 2014-10-29 | 中国建筑第八工程局有限公司 | Reinforced concrete structure based on 3D printing and structure construction method |
| CN104153629A (en) * | 2014-08-05 | 2014-11-19 | 武汉博硕聚才科技有限公司 | Method for building shake-proof wooden house |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1010572A6 (en) * | 1996-08-20 | 1998-10-06 | Mathieu Gijbels Naamloze Venno | Fixed torque nut and bolt connection for attaching roof beams of a framework to pillar constructions |
| JP3966613B2 (en) * | 1998-05-27 | 2007-08-29 | 株式会社フジタ | Steel frame construction method |
| CN2628609Y (en) * | 2003-01-17 | 2004-07-28 | 中国石化胜利油田有限公司规划设计研究院 | Assembling house |
| CN2632183Y (en) * | 2003-03-11 | 2004-08-11 | 陈来 | Normalized assembled house |
-
2005
- 2005-04-30 CN CNB2005100703703A patent/CN1313688C/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758207A (en) * | 2013-07-05 | 2014-04-30 | 南京工程学院 | Semi-prefabricated semi-cast-in-place type frame structure of integrated building and construction method thereof |
| CN104120788A (en) * | 2014-07-18 | 2014-10-29 | 中国建筑第八工程局有限公司 | Reinforced concrete structure based on 3D printing and structure construction method |
| CN104153629A (en) * | 2014-08-05 | 2014-11-19 | 武汉博硕聚才科技有限公司 | Method for building shake-proof wooden house |
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| Publication number | Publication date |
|---|---|
| CN1313688C (en) | 2007-05-02 |
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