CN100334313C - High-building shift quake-proof method - Google Patents
High-building shift quake-proof method Download PDFInfo
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- CN100334313C CN100334313C CNB2005100466515A CN200510046651A CN100334313C CN 100334313 C CN100334313 C CN 100334313C CN B2005100466515 A CNB2005100466515 A CN B2005100466515A CN 200510046651 A CN200510046651 A CN 200510046651A CN 100334313 C CN100334313 C CN 100334313C
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- antidetonation
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- antidetonation pier
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Abstract
The present invention relates to a shock resistant method for the displacement of a high-rise building, which belongs to the technical field of special architectural engineering. The present invention mainly solves the problems of shock resistance and wind load prevention. Both sides of the translation direction of a building are provided with shock resistant piers with a concrete structure or a steel structure; then, steel plates or steel rails are laid on one surface of each of the shock resistant piers contacted with the building to reduce friction; therefore, the double effects of shock resistance and wind load defense are performed. The present invention is mainly suitable in the work progress of the displacement of a high-rise building.
Description
Technical field
The invention belongs to extraordinary construction engineering technical field.
Background technology
Building displacement construction is a relatively long process of a duration, natural calamity or other percussions such as earthquake may take place during this time, building is shaken, and in order to guarantee the safety of building, building especially high-rise building must have seismic measures.At present also not about in this respect data and report.
Summary of the invention
Purpose of the present invention just provide can resist in a kind of building displacement construction under the wind action that building topples and the high-rise building displacement in shockproof method.
Technical solution of the present invention is, the both sides of building 4 all are provided with antidetonation pier 1,2 after original building 3 and translation, reserve the distance of 10～20mm between antidetonation pier and the building, and at the place laying steel plate that antidetonation pier and building will contact, coating butter reduces the friction of building and steel plate simultaneously.When taking place in earthquake or than big bang like this, can play antihunt action, prevent that building is damaged, and can resist wind load, guarantee the safety of building.
When antidetonation pier 1,2 adopted concrete structure, the antidetonation pier was continuous, and reinforcing bar is elongated arrangement of reinforcement, and concrete is integrated poured.
When antidetonation pier 1,2 adopts steel work, adopt form of discontinuity.
Determine the size and the arrangement of reinforcement of concrete structure according to calculating horizontal force that wind load and seismic load produce, and the size of steel work and quantity.
The invention has the beneficial effects as follows, efficiently solve the double effects of overturning or slip resistance analysis under antidetonation and the wind action.
Description of drawings
Fig. 1 is that antidetonation pier of the present invention plane shows the layout intention.
Fig. 2 is that antidetonation pier of the present invention side shows the layout intention.
Among the figure, 1. antidetonation pier, 2. antidetonation pier, 3. original building, 4. building after the translation.
The specific embodiment
The present invention is further described below in conjunction with the drawings and specific embodiments.
The both sides of building 4 positions are provided with antidetonation pier 1, antidetonation pier 2 after original building 3 and translation, when antidetonation pier 1, antidetonation pier 2 employing concrete structures, the antidetonation pier is continuous, be that reinforcing bar is elongated arrangement of reinforcement, concrete is integrated poured, get building weight 1/10 as shearing, determine concrete structure, arrangement of reinforcement, reserve the distance of 10～20mm between antidetonation pier and the building, and lay steel plate in the place that antidetonation pier and building will contact, coating butter reduces the friction of building and steel plate simultaneously.When taking place in earthquake or than big bang like this, can play antihunt action, prevent that building is damaged, and can resist wind load, guarantee the safety of building.
Claims (3)
1. the anti-shock methods of high-rise building displacement, it is characterized in that, the both sides of building (4) all are provided with antidetonation pier (1,2) after building (3) and translation, reserve the distance of 10-20mm between antidetonation pier and the building, and at the place laying steel plate that antidetonation pier and building will contact, coating butter on steel plate simultaneously.
2. the anti-shock methods of high-rise building displacement according to claim 1 is characterized in that when antidetonation pier (1,2) adopted concrete structure, the antidetonation pier was continuous, and reinforcing bar is elongated arrangement of reinforcement, and concrete is integrated poured.
3. the anti-shock methods of high-rise building displacement according to claim 1 is characterized in that, when antidetonation pier (1,2) adopts steel work, adopts form of discontinuity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100466515A CN100334313C (en) | 2005-06-09 | 2005-06-09 | High-building shift quake-proof method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100466515A CN100334313C (en) | 2005-06-09 | 2005-06-09 | High-building shift quake-proof method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1746453A CN1746453A (en) | 2006-03-15 |
| CN100334313C true CN100334313C (en) | 2007-08-29 |
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ID=36166131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100466515A Active CN100334313C (en) | 2005-06-09 | 2005-06-09 | High-building shift quake-proof method |
Country Status (1)
| Country | Link |
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| CN (1) | CN100334313C (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778919B (en) * | 2019-03-25 | 2020-08-25 | 华东交通大学 | Vibration isolation dike for reducing vibration of railway environment |
| CN110792008B (en) * | 2019-11-19 | 2022-02-11 | 广州大学 | Construction method for vibration isolation of track |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1029750C (en) * | 1991-05-10 | 1995-09-13 | 刘祖荣 | Moving method for industrial and household buildings |
| JPH08284432A (en) * | 1995-04-10 | 1996-10-29 | Masumi Yamada | Method for moving building |
| CN1034881C (en) * | 1993-10-09 | 1997-05-14 | 阮蔚文 | Method for moving house |
| CN1171477A (en) * | 1997-06-27 | 1998-01-28 | 董显枢 | Technique for moving building |
| JPH1171816A (en) * | 1997-08-28 | 1999-03-16 | Masumi Yamada | Method for moving building |
-
2005
- 2005-06-09 CN CNB2005100466515A patent/CN100334313C/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1029750C (en) * | 1991-05-10 | 1995-09-13 | 刘祖荣 | Moving method for industrial and household buildings |
| CN1034881C (en) * | 1993-10-09 | 1997-05-14 | 阮蔚文 | Method for moving house |
| JPH08284432A (en) * | 1995-04-10 | 1996-10-29 | Masumi Yamada | Method for moving building |
| CN1171477A (en) * | 1997-06-27 | 1998-01-28 | 董显枢 | Technique for moving building |
| JPH1171816A (en) * | 1997-08-28 | 1999-03-16 | Masumi Yamada | Method for moving building |
Non-Patent Citations (1)
| Title |
|---|
| 建筑物整体移动几个关键技术的研究 陈爱玖，解伟，张新中，李友琳，建筑技术开发，第29卷第5期 2002 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1746453A (en) | 2006-03-15 |
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