CN104727334B - A kind of anti-seismic concrete ground - Google Patents
A kind of anti-seismic concrete ground Download PDFInfo
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- CN104727334B CN104727334B CN201510074746.1A CN201510074746A CN104727334B CN 104727334 B CN104727334 B CN 104727334B CN 201510074746 A CN201510074746 A CN 201510074746A CN 104727334 B CN104727334 B CN 104727334B
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- concrete
- terrace
- buried column
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- brace
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Abstract
The invention discloses a kind of anti-seismic concrete ground, including: concrete tabular terrace and several buried column, the bottom of described buried column extends to concrete tabular terrace downward vertical, the bottom of described buried column is connected with concrete cross bar, it is provided with bottom brace between end and the middle part of buried column of described concrete cross bar to be connected, it is respectively arranged with top brace between the middle part of described buried column with concrete tabular terrace to be connected, described concrete tabular terrace, buried column, concrete cross bar, it is filled with discarded dregs between bottom brace and top brace.By the way, anti-seismic concrete ground of the present invention, forms three-dimensional steel reinforced concrete network structure below ground, resists the performance waved and shake and is greatly improved, and reserved the splice being connected with house wall, be conducive to improving the structural strength that building is overall.
Description
Technical field
The present invention relates to Foundation Design field, particularly relate to a kind of anti-seismic concrete ground.
Background technology
Along with the development of reinforced concrete building technology, present house major part by armored concrete as carrying wall or beam material.The structural strength of armored concrete is high, and quick construction, moulding is convenient, has promoted the development of building trade energetically.
In order to improve firmness and the anti-seismic performance of ground, part house is provided with substantial amounts of stake below ground, improve the firmness of ground to a certain extent, but piling construction speed is slow, the situation of underground is short in understanding, and the performance of its antidetonation is not substantially improved because of stake, rocking of earthquake generation is still very easy to produce house and ground destroy, and its structure needs to use reinforced concrete technology to improve.
Summary of the invention
The technical problem that present invention mainly solves is to provide a kind of anti-seismic concrete ground, improves the efficiency of foundation construction, promotes ground anti-seismic performance.
For solving above-mentioned technical problem, the technical scheme that the present invention uses is: provide a kind of anti-seismic concrete ground, including: concrete tabular terrace and several buried column, described concrete tabular terrace is arranged on the ground, described buried column top is connected with concrete tabular terrace respectively, the bottom of described buried column extends to concrete tabular terrace downward vertical, the bottom of described buried column is connected with concrete cross bar, it is provided with bottom brace between end and the middle part of buried column of described concrete cross bar to be connected, it is respectively arranged with top brace between the middle part of described buried column with concrete tabular terrace to be connected, described concrete tabular terrace, buried column, concrete cross bar, it is filled with discarded dregs between bottom brace and top brace.
In a preferred embodiment of the present invention, described buried column, bottom brace and top brace respectively concrete are made.
In a preferred embodiment of the present invention, described concrete tabular terrace, buried column, concrete cross bar, bottom brace and top brace are respectively arranged with reinforcing bar, described concrete cross bar is connected with the reinforcement welding of brace joint, bottom, the rest may be inferred, described buried column is connected with the reinforcement welding of concrete cross bar joint, described concrete tabular terrace is connected with the reinforcement welding of buried column joint, and described top brace is connected with the reinforcement welding of concrete tabular terrace joint.
In a preferred embodiment of the present invention, the reinforcing bar in described buried column extends to above concrete tabular terrace.
The invention has the beneficial effects as follows: a kind of anti-seismic concrete ground that the present invention points out, three-dimensional steel reinforced concrete network structure is formed below ground, resist the performance waved and shake to be greatly improved, and reserved the splice being connected with house wall, be conducive to improving the structural strength that building is overall, quick construction, adds twice laid, reduces cost.
Accompanying drawing explanation
For the technical scheme being illustrated more clearly that in the embodiment of the present invention, in describing embodiment below, the required accompanying drawing used is briefly described, apparently, accompanying drawing in describing below is only some embodiments of the present invention, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings, wherein:
Fig. 1 is the structural representation of the present invention a kind of anti-seismic concrete ground one preferred embodiment.
Detailed description of the invention
Technical scheme in the embodiment of the present invention will be clearly and completely described below, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments.Based on the embodiment in the present invention, all other embodiments that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of protection of the invention.
Referring to Fig. 1, the embodiment of the present invention includes:
nullA kind of anti-seismic concrete ground,Including: concrete tabular terrace 1 and several buried column 3,Described concrete tabular terrace 1 is arranged on the ground,The construction generally above the ground built on concrete tabular terrace 1,Described buried column 3 top is connected with concrete tabular terrace 1 respectively,The bottom of described buried column 3 extends to concrete tabular terrace 1 downward vertical,The bottom of described buried column 3 is connected with concrete cross bar 2,It is provided with bottom brace 6 between the end of described concrete cross bar 2 and the middle part of buried column 3 to be connected,It is respectively arranged with top brace 5 between the middle part of described buried column 3 with concrete tabular terrace 1 to be connected,Described concrete tabular terrace 1、Buried column 3、Concrete cross bar 2、It is filled with discarded dregs 7 between bottom brace 6 and top brace 5.Compared with the soil that can plant, dregs 7 had both added the structural strength of entirety, can dispose again part building waste, reduce cost and the garbage disposal cost of construction.
Described anti-seismic concrete ground improves speed of application, and described buried column 3, bottom brace 6 and top brace 5 respectively concrete are made, and generally uses concrete cast-in-site, and moulding is convenient, constructs the most fast.
Described concrete tabular terrace 1, buried column 3, concrete cross bar 2, bottom brace 6 and top brace 5 are respectively arranged with reinforcing bar 4, described concrete cross bar 2 is connected with the reinforcement welding of bottom brace 6 joint, the rest may be inferred, described buried column 3 is connected with the reinforcement welding of concrete cross bar 2 joint, described concrete tabular terrace 1 is connected with the reinforcement welding of buried column 3 joint, and described top brace 5 is connected with the reinforcement welding of concrete tabular terrace 1 joint.Under the connection of reinforcing bar, described concrete tabular terrace 1, buried column 3, concrete cross bar 2, bottom brace 6 and top brace 5 form a three-dimensional network structure, and opposing vibrations and the ability rocked are greatly improved.
Further, the reinforcing bar in described buried column 3 extends to above concrete tabular terrace 1.Be conducive to the connection of building above the ground and ground, improve overall structural strength, the ability that the building opposing above raising shakes or rocks.
In sum, the anti-seismic concrete ground that the present invention points out, overall structural strength is high, and anti-seismic performance is good, quick construction, and cost controllability is good.
The foregoing is only embodiments of the invention; not thereby the scope of the claims of the present invention is limited; every equivalent structure utilizing description of the invention content to be made or equivalence flow process conversion; or directly or indirectly it is used in other relevant technical field, the most in like manner it is included in the scope of patent protection of the present invention.
Claims (4)
1. an anti-seismic concrete ground, including: concrete tabular terrace and several buried column, described concrete tabular terrace is arranged on the ground, described buried column top is connected with concrete tabular terrace respectively, the bottom of described buried column extends to concrete tabular terrace downward vertical, it is characterized in that, the bottom of described buried column is connected with concrete cross bar, it is provided with bottom brace between end and the middle part of buried column of described concrete cross bar to be connected, it is respectively arranged with top brace between the middle part of described buried column with concrete tabular terrace to be connected, described concrete tabular terrace, buried column, concrete cross bar, it is filled with discarded dregs between bottom brace and top brace.
Anti-seismic concrete ground the most according to claim 1, it is characterised in that described buried column, bottom brace and top brace respectively concrete are made.
Anti-seismic concrete ground the most according to claim 2, it is characterized in that, described concrete tabular terrace, buried column, concrete cross bar, bottom brace and top brace are respectively arranged with reinforcing bar, described concrete cross bar is connected with the reinforcement welding of brace joint, bottom, the rest may be inferred, described buried column is connected with the reinforcement welding of concrete cross bar joint, described concrete tabular terrace is connected with the reinforcement welding of buried column joint, and described top brace is connected with the reinforcement welding of concrete tabular terrace joint.
Anti-seismic concrete ground the most according to claim 3, it is characterised in that the reinforcing bar in described buried column extends to above concrete tabular terrace.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510074746.1A CN104727334B (en) | 2015-02-13 | 2015-02-13 | A kind of anti-seismic concrete ground |
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CN201510074746.1A CN104727334B (en) | 2015-02-13 | 2015-02-13 | A kind of anti-seismic concrete ground |
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CN104727334A CN104727334A (en) | 2015-06-24 |
CN104727334B true CN104727334B (en) | 2016-08-17 |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1641115A (en) * | 2004-01-13 | 2005-07-20 | 杨正德 | Fondation structure of soft soil building using grade beam with steel reinforced concrete root pile |
CN201883447U (en) * | 2010-11-24 | 2011-06-29 | 济南大学 | Water pump foundation applicable to goaf |
CN102174820A (en) * | 2011-03-28 | 2011-09-07 | 陆建衡 | Vibration cushion, elimination, reduction and isolation structures for building and nuclear power station |
CN202359571U (en) * | 2011-11-22 | 2012-08-01 | 靳涛 | Earthquake-proof foundation |
CN203741888U (en) * | 2014-02-04 | 2014-07-30 | 程钰翔 | Anti-seismic foundation |
CN203795448U (en) * | 2013-12-19 | 2014-08-27 | 肖新颖 | Building foundation |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5820677B2 (en) * | 2011-09-29 | 2015-11-24 | 株式会社竹中工務店 | Seismic reinforcement structure |
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2015
- 2015-02-13 CN CN201510074746.1A patent/CN104727334B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1641115A (en) * | 2004-01-13 | 2005-07-20 | 杨正德 | Fondation structure of soft soil building using grade beam with steel reinforced concrete root pile |
CN201883447U (en) * | 2010-11-24 | 2011-06-29 | 济南大学 | Water pump foundation applicable to goaf |
CN102174820A (en) * | 2011-03-28 | 2011-09-07 | 陆建衡 | Vibration cushion, elimination, reduction and isolation structures for building and nuclear power station |
CN202359571U (en) * | 2011-11-22 | 2012-08-01 | 靳涛 | Earthquake-proof foundation |
CN203795448U (en) * | 2013-12-19 | 2014-08-27 | 肖新颖 | Building foundation |
CN203741888U (en) * | 2014-02-04 | 2014-07-30 | 程钰翔 | Anti-seismic foundation |
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Granted publication date: 20160817 Termination date: 20170213 |