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CN1107540A - Anti-seismic column module and construction method thereof - Google Patents

Anti-seismic column module and construction method thereof Download PDF

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Publication number
CN1107540A
CN1107540A CN 94116243 CN94116243A CN1107540A CN 1107540 A CN1107540 A CN 1107540A CN 94116243 CN94116243 CN 94116243 CN 94116243 A CN94116243 A CN 94116243A CN 1107540 A CN1107540 A CN 1107540A
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CN
China
Prior art keywords
module
seismic
block
construction
seismic column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN 94116243
Other languages
Chinese (zh)
Inventor
汤邦智
王少莉
肖雯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 94116243 priority Critical patent/CN1107540A/en
Publication of CN1107540A publication Critical patent/CN1107540A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention discloses an anti-seismic column module and a construction method thereof, wherein the anti-seismic column module consists of a block body and an extension block, wherein a square through hole is formed in the block body, a reinforcement framework of an anti-seismic column is bound when in construction, then the module is built around the reinforcement framework, and then concrete pouring is carried out. The invention has the advantages of low construction cost, easy assembly and building, convenient pouring and tamping of the anti-seismic column, no need of demoulding, reliable column structure and the like, can greatly save the manufacturing cost and shorten the construction period, and is suitable for various buildings.

Description

Anti-seismic pillar module and its construction method
The invention belongs to a kind of cylinder module for building.
General both at home and abroad at present antidetonation post construction, many with wooden form, steel form or other material pattern, do mould earlier, after supporting is fixing, build again and mix the earth cylinder, at last also must the demoulding, do consumption material when both having taken a lot of work like this, increase construction sequences such as setting up scaffold, be difficult for to guarantee pouring quality again, and form removal danger, workman are operated dangerous.
The objective of the invention is to: a kind of antidetonation module that must not carry out the demoulding is provided, replacing existing templates, thereby can reduces cost, shorten the construction period, and can ensure the quality of products and construction safety.
The present invention is achieved in that it is made up of block (1) and extension block (2), and block (1) is connected as a single entity with extension block (2), opens by square through hole (3) on block (1).During construction, elder generation is good with the colligation of anti-seismic steel bar skeleton, above-mentioned module is built in order to be trapped among around the cage of reinforcement then, mixes earth again and builds.
The present invention compared with prior art has that construction cost is low, group is built easily, the antidetonation post waters and advantage such as smash conveniently, column structure is reliable, and its expense only reaches 1/2~1/3 of prior art, and the duration can shorten 2~7 times, is suitable for various buildings and uses.
Accompanying drawing 1 is the structure chart of module of the present invention, divides a, b, four kinds of forms of c, d;
Accompanying drawing 2 is of the present invention group and builds schematic diagram.
Embodiments of the invention: earlier that the colligation of anti-seismic steel bar skeleton is good, module a(or b) build place antidetonation post left side, module c(or d) build and place antidetonation post right side, the brickwork of module both wings is built by laying bricks or stones with layer; Second layer side is with module c(or d) build and to place antidetonation post left side, so repeat, after antidetonation post standard is built height, carry out column body concrete and build.
Repeat said process, until building storey height (at the bottom of the floor plate).

Claims (2)

1, a kind of anti-seismic pillar module, it is made up of block (1) and extension block (2), it is characterized in that: block (1) is connected as a single entity with extension block (2), opens by square through hole (3) on block (1).
2, a kind of job practices of above-mentioned module is characterized in that: elder generation is good with the colligation of anti-seismic steel bar skeleton, above-mentioned module is built in order to be trapped among around the cage of reinforcement then, mixes earth again and builds.
CN 94116243 1994-09-30 1994-09-30 Anti-seismic column module and construction method thereof Pending CN1107540A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 94116243 CN1107540A (en) 1994-09-30 1994-09-30 Anti-seismic column module and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 94116243 CN1107540A (en) 1994-09-30 1994-09-30 Anti-seismic column module and construction method thereof

Publications (1)

Publication Number Publication Date
CN1107540A true CN1107540A (en) 1995-08-30

Family

ID=5037827

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 94116243 Pending CN1107540A (en) 1994-09-30 1994-09-30 Anti-seismic column module and construction method thereof

Country Status (1)

Country Link
CN (1) CN1107540A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107740502A (en) * 2017-10-24 2018-02-27 合肥华举建筑装饰工程有限公司 The light cellular partition board system of composite expanded perlite warming plate
CN113279307A (en) * 2021-05-19 2021-08-20 王少莉 Device capable of automatically removing soil at bottom of flat hydraulic vibratory tamper

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107740502A (en) * 2017-10-24 2018-02-27 合肥华举建筑装饰工程有限公司 The light cellular partition board system of composite expanded perlite warming plate
CN113279307A (en) * 2021-05-19 2021-08-20 王少莉 Device capable of automatically removing soil at bottom of flat hydraulic vibratory tamper

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SE01 Entry into force of request for substantive examination
C06 Publication
PB01 Publication
C01 Deemed withdrawal of patent application (patent law 1993)
WD01 Invention patent application deemed withdrawn after publication