CN1107540A - Anti-seismic column module and construction method thereof - Google Patents
Anti-seismic column module and construction method thereof Download PDFInfo
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- 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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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
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.
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 |
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CN1107540A true CN1107540A (en) | 1995-08-30 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 94116243 Pending CN1107540A (en) | 1994-09-30 | 1994-09-30 | Anti-seismic column module and construction method thereof |
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CN (1) | CN1107540A (en) |
Cited By (2)
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 |
-
1994
- 1994-09-30 CN CN 94116243 patent/CN1107540A/en active Pending
Cited By (2)
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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C01 | Deemed withdrawal of patent application (patent law 1993) | ||
WD01 | Invention patent application deemed withdrawn after publication |