CN1354311A - Block assembly combined building construction method - Google Patents
Block assembly combined building construction method Download PDFInfo
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- CN1354311A CN1354311A CN 01138923 CN01138923A CN1354311A CN 1354311 A CN1354311 A CN 1354311A CN 01138923 CN01138923 CN 01138923 CN 01138923 A CN01138923 A CN 01138923A CN 1354311 A CN1354311 A CN 1354311A
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- building
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Abstract
The modular combined construction method in building industry is characterized by that according to the requirements of building form, the building blocks can be made into whole holloe precast member of solid precast member. Said invention adopts the modular combined construction mode to make precast members fixedly connect together with frame beams and columns of building. These frame beams and columns can be hollow or solid supporting structure cast by concrete. On the columns of the frame of the building a preassembling tablet is set for lapping floor slabs. When the floor slabs are lapped, the connecting end heads of the reinforcing bars prereserved of reinforced concrete prefabricated member can be connected with the connecting end heads of the reinforcing bars prereserved on the preassembling table on the frame columns, then the concrete can be poured into their combination places so as to obtain the invented whole hollow prefabricated member and solid prefabricated member made of reinforced concrete. Said invention building block is lgiht in weight and high in strength, and can raise construction speed.
Description
Technical field the present invention relates to building method---the block assembly combined building construction method that a kind of builing industry can the fast placing house.
The present domestic construction of background technology is already built the house tradition by laying bricks or stones and is adopted the mode of reinforced concrete structure and cement masonry manually to build by laying bricks or stones, body of wall is to build the method that forms by laying bricks or stones by Pork-pieces entity brick or hollow brick, often make quality can not get guaranteeing, adopt the method for template fluid concrete in addition owing to manually building by laying bricks or stones.There are the concrete of employing or other suppressible material to make cordwood fragment of brick abroad, are assembled into the interior wall or the exterior wall in house with them with certain shape, as French Patent (FRP) 2,432,588 patent application.
The purpose of summary of the invention block assembly combined building construction method of the present invention provide a kind of can the fast placing house, and building method is simple, can also give building good flexibility is arranged, usefulness with opposing earthquake, thereby avoided owing to adopt traditional perfect rigidity building, and caused that earthquake zone gives breaking of building and damage.
Block assembly combined building construction method content Description of the present invention:
Block assembly combined building construction method of the present invention, it is characterized in that: building block can be according to the requirement of building shape, the hollow prefabricated component of the integral body that the employing steel bar concrete is made or the prefabricated component of entity, between prefabricated component and prefabricated component, reserve bar splice, the mode that makes up by long-pending dress is fixed together the framework beam and column of prefabricated component and building; The framework beam and column of building can be hollow or form the braced structures of entity with concrete casting; On the post of the framework of building, the prepackage platform is set, be used to overlap floor plates, the bar splice that reserves on the prepackage platform is set on the bar splice that the prefabricated component of the integral body of during overlap joint steel bar concrete being made reserves and the post of framework is connected, and then at the junction fluid concrete.
Block assembly combined building construction method of the present invention, building block can be designed the hollow prefabricated component that adopts the integral body that steel bar concrete makes or the prefabricated component of entity according to the requirement of diverse location in the building shape structure, the building block that steel bar concrete is made is in light weight, intensity is good and good flexibility is arranged, and has the usefulness of opposing earthquake.Speed of application of the present invention hollow preform structure fast, that employing is whole can improve construction speed greatly.This is the building method that a kind of raw materials consumption is little, energy-efficient, production efficiency is high, construction quality is good.
Specific embodiment block assembly combined building construction of the present invention is to realize like this, at first according to the designing requirement of building in the building design drawing, wall, partition wall, floor plates adopt steel bar concrete to make whole prefabricated component, between prefabricated component and prefabricated component, reserve bar splice, the mode that makes up by long-pending dress is fixed together the framework beam and column of prefabricated component and building.The framework beam and column of building can be hollow or form the braced structures of entity with concrete casting.Floor plate prefabricated component is overlapped on the prepackage platform that is provided with on the frame column of building, and the bar splice that the prepackage platform reserves on bar splice that during overlap joint prefabricated component is reserved and the frame column is fixed together, and then at the junction fluid concrete.
Claims (1)
1, a kind of block assembly combined building construction method, it is characterized in that: building block can be according to the requirement of building shape, the hollow prefabricated component of the integral body that the employing steel bar concrete is made or the prefabricated component of entity, between prefabricated component and prefabricated component, reserve bar splice, the mode that makes up by long-pending dress is fixed together the framework beam and column of prefabricated component and building; The framework beam and column of building can be hollow or form the braced structures of entity with concrete casting; On the post of the framework of building, the prepackage platform is set, be used to overlap floor plates, the bar splice that reserves on the prepackage platform is set on the bar splice that the prefabricated component of the integral body of during overlap joint steel bar concrete being made reserves and the post of framework is connected, and then at the junction fluid concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01138923 CN1354311A (en) | 2001-12-26 | 2001-12-26 | Block assembly combined building construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01138923 CN1354311A (en) | 2001-12-26 | 2001-12-26 | Block assembly combined building construction method |
Publications (1)
Publication Number | Publication Date |
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CN1354311A true CN1354311A (en) | 2002-06-19 |
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Family Applications (1)
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CN 01138923 Pending CN1354311A (en) | 2001-12-26 | 2001-12-26 | Block assembly combined building construction method |
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CN (1) | CN1354311A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1325733C (en) * | 2004-03-26 | 2007-07-11 | 廖瑞云 | Tecnique for fabricating facing before pouring building facilities made from reinforced concrete |
CN101660327B (en) * | 2008-08-29 | 2011-07-20 | 万科企业股份有限公司 | Connecting structure of precast concrete secondary beam and main beam, construction method and building |
CN104120791A (en) * | 2014-07-27 | 2014-10-29 | 俞东晖 | Method for constructing building through structural body jointing assemblies |
CN111502026A (en) * | 2020-04-29 | 2020-08-07 | 上海思纳建筑规划设计股份有限公司 | Ecological building with variable shapes |
-
2001
- 2001-12-26 CN CN 01138923 patent/CN1354311A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1325733C (en) * | 2004-03-26 | 2007-07-11 | 廖瑞云 | Tecnique for fabricating facing before pouring building facilities made from reinforced concrete |
CN101660327B (en) * | 2008-08-29 | 2011-07-20 | 万科企业股份有限公司 | Connecting structure of precast concrete secondary beam and main beam, construction method and building |
CN104120791A (en) * | 2014-07-27 | 2014-10-29 | 俞东晖 | Method for constructing building through structural body jointing assemblies |
CN111502026A (en) * | 2020-04-29 | 2020-08-07 | 上海思纳建筑规划设计股份有限公司 | Ecological building with variable shapes |
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Legal Events
Date | Code | Title | Description |
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C06 | Publication | ||
PB01 | Publication | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |