CN101812871A - Method for horizontally connecting precast concrete members - Google Patents
Method for horizontally connecting precast concrete members Download PDFInfo
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- CN101812871A CN101812871A CN200910072554A CN200910072554A CN101812871A CN 101812871 A CN101812871 A CN 101812871A CN 200910072554 A CN200910072554 A CN 200910072554A CN 200910072554 A CN200910072554 A CN 200910072554A CN 101812871 A CN101812871 A CN 101812871A
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- steel bars
- reinforcing steel
- precast concrete
- reinforcing bar
- concrete members
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Abstract
The invention discloses a method for horizontally connecting precast concrete members. The key of horizontal connection among the precast concrete members is the connection of reinforcing steel bars. In the conventional methods, the welding of the reinforcing steel bars or mechanical connection is adopted, so the conventional methods have the disadvantages of complex connection process, relatively higher cost and difficultly ensured connecting performance, and the wide application of precast concrete structures is seriously influenced. In the method of the invention, the one-to-one corresponding reinforcing steel bars which can be horizontally connected with one another are pre-buried in the side edges of the precast concrete members; the exposed parts of the reinforcing steel bars are hemicyclic, while pre-buried ends are completely anchored in the precast concrete members; annular reinforcing steel bars are arranged on the upper parts of the reinforcing steel bars and are connected with the pre-buried hemicyclic reinforcing steel bars arranged on the two sides of the reinforcing steel bars; certain connection gaps are reserved between the annular reinforcing steel bars and the corresponding hemicyclic reinforcing steel bars; and longitudinal long through reinforcing steel bars are inserted into the connection gaps between the hemicyclic reinforcing steel bars and the corresponding annular reinforcing steel bars. The method is used for horizontally connecting the precast concrete structural members.
Description
Technical field:
The present invention relates to carry out method connected horizontally between a kind of precast unit, be specifically related to a kind of be suitable for method for horizontally connecting and construction housing industrialization, the precast concrete member.
Background technology:
Key connected horizontally between the precast unit is the connection of reinforcing bar, and conventional method is by reinforcing bar welding or mechanical connection, but linker complexity, cost are higher, and switching performance is difficult for guaranteeing.To have a strong impact on the extensive use of precast concrete like this.
Summary of the invention:
The invention provides the method for horizontally connecting between a kind of precast unit, make and no longer need complicated program and plant equipment when carrying out level between the precast unit connects, make link cost reduce, strengthen greatly switching performance greatly, improve safety, prolonged application life.
Above-mentioned purpose realizes by following technical scheme:
Method for horizontally connecting precast concrete members, be embedded with in the described precast unit side in the horizontal direction can interconnected reinforcing bar one to one, the part that described reinforcing bar exposes is a semicircular, its pre-buried end is fully anchoring in precast unit, the ring-type reinforcing bar is placed on described reinforcing bar top, join mutually with the pre-buried semicircular reinforcing bar of both sides, be reserved with certain handing-over space therebetween, insert vertical elongated reinforcing bar in the handing-over space between described semicircular reinforcing bar and the ring-type reinforcing bar.
Described method for horizontally connecting precast concrete members, described precast unit side has continuous projection, by this continuously projection inlay mutually with like product in the horizontal direction and be connected.
Described method for horizontally connecting precast concrete members, both sides install and the interconnective template of like product before and after the described precast unit, behind described template upper pouring concrete, through maintenance, two precast units are connected into integral body.
Beneficial effect of the present invention:
1. the method for horizontally connecting precast concrete members that the present invention realized, do not need a large amount of reinforcing bars to be welded to connect program, only need simple manual vertical reinforcement to insert operation and can finish connection, characteristics are built in the construction that is suitable for the housing industrialization precast concrete of energy-conserving and environment-protective.
2. junction of the present invention horizontal reinforcement and longitudinal reinforcement keep continuously, and design has continuous projection at the interface, can transmit interface shear stress reliably, can fully ensure the overall performance of connected precast unit after therefore connecting.
3. the present invention has changed the whole floor casting craft of existing highrise building fully, construction technology is simple, can build place beyond on-the-spot finish prefabricated units health and maintenance, greatly improved speed of application, member can carry out single-piece and detect, construction quality is easy to guarantee, work progress does not need complicated mechanical equipment and facility, does not need power consumption yet.The building course environmental protection and energy saving, reduce cost, save construction fund.Be traditional do not have interconnective floor or monobloc cast along with the building height slowly health upwards build important breakthrough on the mode.
Description of drawings:
The specific embodiment:
Embodiment 1:
Pre-method for horizontally connecting precast concrete members, be embedded with in described precast unit 1 side in the horizontal direction can interconnected reinforcing bar one to one 2, the part that described reinforcing bar exposes is a semicircular, its pre-buried end is fully anchoring in precast unit, ring-type reinforcing bar 3 is placed on described reinforcing bar top, join mutually with the pre-buried semicircular reinforcing bar of both sides, be reserved with certain handing-over space therebetween, insert vertical elongated reinforcing bar 4 in the handing-over space between described semicircular reinforcing bar and the ring-type reinforcing bar.
Embodiment 2:
Embodiment 3:
Claims (3)
1. method for horizontally connecting precast concrete members, it is characterized in that: be embedded with in the described precast unit side in the horizontal direction can interconnected reinforcing bar one to one, the part that described reinforcing bar exposes is a semicircular, its pre-buried end is fully anchoring in precast unit, the ring-type reinforcing bar is placed on described reinforcing bar top, join mutually with the pre-buried semicircular reinforcing bar of both sides, be reserved with certain handing-over space therebetween, insert vertical elongated reinforcing bar in the handing-over space between described semicircular reinforcing bar and the ring-type reinforcing bar.
2. method for horizontally connecting precast concrete members according to claim 1 is characterized in that: described precast unit side has continuous projection, by this continuously projection inlay mutually with like product in the horizontal direction and be connected.
3. method for horizontally connecting precast concrete members according to claim 1, it is characterized in that: both sides install and the interconnective template of like product before and after the described precast unit, behind described template upper pouring concrete, through maintenance, two precast units are connected into integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100725541A CN101812871B (en) | 2009-07-21 | 2009-07-21 | Method for horizontally connecting precast concrete members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100725541A CN101812871B (en) | 2009-07-21 | 2009-07-21 | Method for horizontally connecting precast concrete members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101812871A true CN101812871A (en) | 2010-08-25 |
| CN101812871B CN101812871B (en) | 2011-12-21 |
Family
ID=42620226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100725541A Ceased CN101812871B (en) | 2009-07-21 | 2009-07-21 | Method for horizontally connecting precast concrete members |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101812871B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296754A (en) * | 2011-05-19 | 2011-12-28 | 黑龙江宇辉新型建筑材料有限公司 | Precast member horizontal steel reinforcement jointing element and jointing construction method |
| CN103850352A (en) * | 2014-03-17 | 2014-06-11 | 初明进 | Connection method of prefabricated slab |
| CN104153460A (en) * | 2013-05-16 | 2014-11-19 | 叶新 | Precast concrete structural member and method for building construction horizontal connection between structural members |
| CN104358330A (en) * | 2014-12-03 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Reinforcement pin connection member for precast concrete walls with formworks and connection method |
| CN108149711A (en) * | 2018-02-02 | 2018-06-12 | 湖北宇辉中工建筑产业化有限公司 | Prefabricated entirety box culvert and connection method |
| CN113775078A (en) * | 2021-09-06 | 2021-12-10 | 中国建筑第四工程局有限公司 | Assembly type shear wall connecting mechanism, shear wall and shear wall construction method |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU998685A1 (en) * | 1981-07-30 | 1983-02-23 | Государственный Среднеазиатский Зональный Проектный И Научно-Исследовательский Институт "Госниисредазпромзернопроект" | Butt joint of ferroconcrete spatial elements |
| CN2261459Y (en) * | 1996-06-17 | 1997-09-03 | 黄镇生 | Solid partitioner wall |
| CN2319463Y (en) * | 1998-01-08 | 1999-05-19 | 刘凤新 | Integral net structure for connecting box shape house |
-
2009
- 2009-07-21 CN CN2009100725541A patent/CN101812871B/en not_active Ceased
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296754A (en) * | 2011-05-19 | 2011-12-28 | 黑龙江宇辉新型建筑材料有限公司 | Precast member horizontal steel reinforcement jointing element and jointing construction method |
| CN102296754B (en) * | 2011-05-19 | 2016-07-13 | 黑龙江宇辉新型建筑材料有限公司 | Horizontal bar reinforcement connecting element for precast concrete elements and connection construction method |
| CN104153460A (en) * | 2013-05-16 | 2014-11-19 | 叶新 | Precast concrete structural member and method for building construction horizontal connection between structural members |
| CN103850352A (en) * | 2014-03-17 | 2014-06-11 | 初明进 | Connection method of prefabricated slab |
| CN103850352B (en) * | 2014-03-17 | 2016-03-09 | 初明进 | A kind of method of attachment of precast plate |
| CN104358330A (en) * | 2014-12-03 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Reinforcement pin connection member for precast concrete walls with formworks and connection method |
| CN104358330B (en) * | 2014-12-03 | 2017-12-01 | 黑龙江宇辉新型建筑材料有限公司 | Carry precast concrete wall reinforcing bar pin joint connecting elements and the connection method of template |
| CN108149711A (en) * | 2018-02-02 | 2018-06-12 | 湖北宇辉中工建筑产业化有限公司 | Prefabricated entirety box culvert and connection method |
| CN113775078A (en) * | 2021-09-06 | 2021-12-10 | 中国建筑第四工程局有限公司 | Assembly type shear wall connecting mechanism, shear wall and shear wall construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101812871B (en) | 2011-12-21 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Method for horizontally connecting precast concrete members Effective date of registration: 20150216 Granted publication date: 20111221 Pledgee: The Bank of Jinzhou Limited by Share Ltd Harbin Qunli branch Pledgor: Heilongjiang Yuhui New Building Materials Co., Ltd. Registration number: 2015230000003 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20160905 Granted publication date: 20111221 Pledgee: The Bank of Jinzhou Limited by Share Ltd Harbin Qunli branch Pledgor: Heilongjiang Yuhui New Building Materials Co., Ltd. Registration number: 2015230000003 |
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Effective date of registration: 20160929 Address after: Xiaogan City, Hubei province 432000 filial Road No. 118 Patentee after: Hubei Yuhui New Type Building Material Co., Ltd. Address before: 150700, Heilongjiang, Harbin province Harbin Limin Development Zone, the north side of the company Patentee before: Heilongjiang Yuhui New Building Materials Co., Ltd. |
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| IW01 | Full invalidation of patent right |
Decision date of declaring invalidation: 20160310 Decision number of declaring invalidation: 28418 Granted publication date: 20111221 |
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| IW01 | Full invalidation of patent right |