CN102635233A - Manufacturing method of assembling type porous steel plate concrete frame structure - Google Patents
Manufacturing method of assembling type porous steel plate concrete frame structure Download PDFInfo
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- CN102635233A CN102635233A CN2012101044065A CN201210104406A CN102635233A CN 102635233 A CN102635233 A CN 102635233A CN 2012101044065 A CN2012101044065 A CN 2012101044065A CN 201210104406 A CN201210104406 A CN 201210104406A CN 102635233 A CN102635233 A CN 102635233A
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- steel plate
- column
- manufacturing
- post
- frame structure
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Abstract
The invention discloses a manufacturing method of an assembling type porous steel plate concrete frame structure. The manufacturing method comprises the following steps of: firstly, manufacturing a finished-product porous steel plate; secondly, machining the porous steel plate into a steel bar cage shape in a factorized mode; putting the porous steel plate into beam and column moulds; protecting a connecting part and casting concrete; then, carrying out standard curing on a beam and a column which are molded by casting and conveying the beam and the column to a construction site after the beam and the column reach certain strength; and finally, splicing the beam and the column by utilizing equal-strength welding. The method can be effectively applied to a high-rise structure, even some complicated space structures; and the manufactured frame structure can be better connected with a steel structure support and a steel structure connecting body, has excellent quake-proof performance and can sufficiently realize the effect that the columns are stronger than beams.
Description
Technical field
The present invention relates to the building structure technology field, specifically belong to a kind of assembling stephanoporate steel plate concrete frame structure preparation method.
Background technology
Housing industrialization is meant with the mode of suitability for industrialized production builds dwelling house, to improve the labor productivity that dwelling house is produced, improves the total quality of dwelling house, reduces cost, and cuts down the consumption of energy, and economizes on resources.Can improve the human settlement, promote industry restructuring and economic development mode and change, realize that the dwelling construction sustainable development is significant.Fabricated construction commonly used at present is divided into steel work and concrete structure from material.The advantage of steel work is the assembling easy construction, and anti-seismic performance is good; Shortcoming is that cost is high, and fire safety problem is difficult to resolve determines, and maintenance cost is high.The concrete structure relative price is low, but node is equal to cast-in-place connection, and the performance on mating face is more unmanageable problem, and solution brings some inconvenience to construction at present, and cost does not have advantage with respect to the ordinary concrete structure.Patent of the present invention is maximized favourable factors and minimized unfavourable ones between steel work and concrete structure, has better solved the problems referred to above.
Summary of the invention
The purpose of patent of the present invention provides a kind of assembling stephanoporate steel plate concrete frame structure preparation method, overcomes the deficiency of prior art, guarantees construction quality, meets design requirement.
The technical scheme that assembling stephanoporate steel plate concrete frame structure preparation method of the present invention is adopted is:
1, make the finished product stephanoporate steel plate: need according to structure design, adopt factory's casting or machining to make the finished product stephanoporate steel plate, the size of hole is adjusted according to design calculation result; Handle connecting the end;
2, process prefabricated beam column: adopt batch production that stephanoporate steel plate is processed into the reinforcing cage shape, put into beam, post mold, connecting portion is protected concreting;
3, the maintenance of prefabricated beam column: beam, the post that will build moulding carry out standard curing, are transported to the job site after waiting to reach certain intensity;
4, the connection of prefabricated beam column: strong weld such as employing connect beam, carry out assembly unit.
Beneficial effect of the present invention is following:
1, solved the horizontal or vertical connectivity problem of ordinary concrete reinforcing bar fully;
2, solved the connected node problem of precast construction;
3, solved core space stirrup colligation problem;
4, increase the drag moment of steel effectively, made full use of material property, met the route of the employing Materials with High Strength (steel, concrete) of country;
5, no matter cast-in-place and prefabricated, forming, topping can accurately be controlled, and interface quality guarantees.
Description of drawings
Fig. 1 is an assembling stephanoporate steel plate concrete frame structure sketch map of the present invention.
Wherein: 1, finished product stephanoporate steel plate, 2, prefabricated post, 3, precast beam.
The specific embodiment
Below in conjunction with accompanying drawing assembling stephanoporate steel plate concrete frame structure preparation method of the present invention is described further.
Assembling stephanoporate steel plate concrete frame structure preparation method step of the present invention is:
1, makes finished product porous steel: need according to structure design; Adopt factory's casting or machining to make finished product stephanoporate steel plate cage 1; The size of hole is adjusted according to design calculation result, and the end is made into specific shape or increases accessory according to the type of attachment needs;
2, processing precast beam, post: finished product stephanoporate steel plate cage 1 is put into mould, be made into precast beam 4 or prefabricated post 2;
3, the maintenance of prefabricated beam column finished product: beam, the post that will build moulding carry out standard curing, are transported to the job site after waiting to reach certain intensity;
4, the connection of precast beam, post: strong weld such as employing connect, with precast beam or prefabricated post level or vertically connect.
The present invention is not only applicable to ordinary construction, can also be effectively applied to high-level structure even some complex space structures, can support with steel work, the steel work disjunctor well is connected.Adopting the batch production processing advantage is that anti-seismic performance is superior, can fully realize strong column and weak beam.
Claims (1)
1. assembling stephanoporate steel plate concrete frame structure preparation method, its making step is following:
1), makes the finished product stephanoporate steel plate: need according to structure design; Adopt factory's casting or machining to make finished product stephanoporate steel plate cage; The size of hole is adjusted according to design calculation result, and the end is made into specific shape or increases accessory according to the type of attachment needs;
2), processing precast beam, post: finished product stephanoporate steel plate cage is put into mould, be made into precast beam or prefabricated post;
3), the maintenance of prefabricated beam column: beam, the post that will build moulding carry out standard curing, are transported to the job site after waiting to reach certain intensity;
4), the connection of precast beam, post: strong weld such as employing connect, with precast beam or prefabricated post carry out level to or vertical the connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101044065A CN102635233A (en) | 2012-04-11 | 2012-04-11 | Manufacturing method of assembling type porous steel plate concrete frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101044065A CN102635233A (en) | 2012-04-11 | 2012-04-11 | Manufacturing method of assembling type porous steel plate concrete frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102635233A true CN102635233A (en) | 2012-08-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012101044065A Pending CN102635233A (en) | 2012-04-11 | 2012-04-11 | Manufacturing method of assembling type porous steel plate concrete frame structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN102635233A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107407086A (en) * | 2015-01-05 | 2017-11-28 | 株式会社世宗研究开发 | Possesses the precast concrete of prefabricated board and anchor passage |
| CN113955988A (en) * | 2021-10-18 | 2022-01-21 | 浙江艮威水利建设有限公司 | Large-volume concrete block, pouring construction method and poured dam |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE431509A (en) * | ||||
| GB191124555A (en) * | 1911-11-04 | 1912-11-04 | William Corydon Edwads | Improvements in Reinforced Concrete Structures. |
| WO2005026466A1 (en) * | 2003-09-05 | 2005-03-24 | The Ohio State University | Prefabricated cage system for reinforcing concrete members |
| CN101982629A (en) * | 2010-10-18 | 2011-03-02 | 清华大学 | Assembly-type self-compaction steel tube and concrete composite structure |
-
2012
- 2012-04-11 CN CN2012101044065A patent/CN102635233A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE431509A (en) * | ||||
| GB191124555A (en) * | 1911-11-04 | 1912-11-04 | William Corydon Edwads | Improvements in Reinforced Concrete Structures. |
| WO2005026466A1 (en) * | 2003-09-05 | 2005-03-24 | The Ohio State University | Prefabricated cage system for reinforcing concrete members |
| CN101982629A (en) * | 2010-10-18 | 2011-03-02 | 清华大学 | Assembly-type self-compaction steel tube and concrete composite structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107407086A (en) * | 2015-01-05 | 2017-11-28 | 株式会社世宗研究开发 | Possesses the precast concrete of prefabricated board and anchor passage |
| CN107407086B (en) * | 2015-01-05 | 2019-07-23 | 株式会社世宗研究开发 | The precast concrete for having prefabricated board Yu anchor channel |
| CN113955988A (en) * | 2021-10-18 | 2022-01-21 | 浙江艮威水利建设有限公司 | Large-volume concrete block, pouring construction method and poured dam |
| CN113955988B (en) * | 2021-10-18 | 2022-09-23 | 浙江艮威水利建设有限公司 | Large-volume concrete block, pouring construction method and poured dam |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120815 |