CN102296754A - Precast member horizontal steel reinforcement jointing element and jointing construction method - Google Patents
Precast member horizontal steel reinforcement jointing element and jointing construction method Download PDFInfo
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- CN102296754A CN102296754A CN2011101305234A CN201110130523A CN102296754A CN 102296754 A CN102296754 A CN 102296754A CN 2011101305234 A CN2011101305234 A CN 2011101305234A CN 201110130523 A CN201110130523 A CN 201110130523A CN 102296754 A CN102296754 A CN 102296754A
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Abstract
A precast member horizontal steel reinforcement jointing element and a jointing construction method. Jointing of the steel reinforcements is the key of horizontal jointing of precast members. Composition of the product is as follows: a precast member body (1) is pre-embedded with steel reinforcements that are in one-to-one relation and capable of lapping with each other on a horizontal direction; exposed parts of the steel reinforcements include upper L-shape steel reinforcements (2) and lower L-shape steel reinforcements (3), wherein the upper L-shape steel reinforcements and the lower L-shape steel reinforcements are in staggered lap joints; exposed parts of the upper L-shape steel reinforcements are horizontally bended for 90 DEG, and exposed parts of the lower L-shape steel reinforcements are horizontally bended for 90 DEG; pre-embedded terminus of the steel reinforcements are fully anchored in the cast members; stirrups (4) are placed above the steel reinforcements in one-to-one relation; and vertical long steel reinforcements are inserted between the steel reinforcements in one-to-one relation and the stirrups. The invention can be used in horizontal jointing of precast members.
Description
Technical field:
The present invention relates to a kind of method of attachment that has the precast unit that encircles muscle and belong to building field, be specifically related to a kind of precast unit horizontal reinforcement connecting elements that is suitable for encircling muscle having of housing industrialization and connect job practices.
Background technology:
Key connected horizontally between the precast unit is the connection of reinforcing bar, conventional method is by reinforcing bar welding or mechanical connection, but linker complexity, cost are higher, and switching performance is difficult for guaranteeing, make the processing cost height of prefabricated units, be difficult for forming industrialization processing.
Summary of the invention:
The invention provides and carry out between the precast unit that encircles muscle no longer needing complicated program and plant equipment when level connects feasible having, make that link cost reduces greatly, switching performance is strengthened greatly.
Above-mentioned purpose realizes by following technical scheme:
The member that a kind of precast unit horizontal reinforcement connects, its composition comprises: the precast unit body, be embedded with in the described member body in order to overlap the reinforcing bar one to one of connection in the horizontal direction mutually, the part that described reinforcing bar exposes has the L shaped reinforcing bar of going up and following L shaped reinforcing bar, described L shaped reinforcing bar and described time L shaped reinforcing bar overlap joint that staggers of, part of horizontal bending 90 degree that described L shaped reinforcing bar exposes, part of horizontal bending 90 degree that described L shaped reinforcing bar down exposes, its pre-buried end of described reinforcing bar is fully anchoring in precast unit, above described reinforcing bar one to one, place stirrup, between the reinforcing bar of described correspondence and described stirrup, insert vertical elongated reinforcing bar.
The member that described precast unit horizontal reinforcement connects, the stirrup anchoring that described L shaped reinforcing bar and described L shaped reinforcing bar are down placed with described top after on-the-spot straightening, described L shaped reinforcing bar and the described time L shaped reinforcing bar partly is connected to each other with the embedded bar of described both sides after on-the-spot straightening, is reserved with certain handing-over space therebetween.
The member that described precast unit horizontal reinforcement connects inserts vertical elongated reinforcing bar in the handing-over space described between L shaped reinforcing bar and described L shaped reinforcing bar down and the described stirrup and forms sleeper.
The side that the member that described precast unit horizontal reinforcement connects, described precast unit body carry out the horizontal direction connection mutually is prefabricated into gingival cyst of mucous gland in the newborn stubble shape.
A kind of connection job practices of precast unit horizontal reinforcement connecting elements, the method of attachment of precast unit horizontal reinforcement, the inside of precast unit body is one to one pre-buried, be respectively L shaped reinforcing bar and following L shaped reinforcing bar, go up L shaped reinforcing bar and pre-buried end fully anchoring in precast unit of L shaped reinforcing bar down, it is external that the L shaped shape reinforcing bar of last L shaped reinforcing bar that exposes and following L shaped reinforcing bar partly stretches out precast unit, the L shaped shape reinforcing bar part of the pre-buried bending of its correspondence overlaps the upper back mutually and places stirrup after on-the-spot straightening, in stirrup, insert vertical elongated reinforcing bar and form sleeper, with the abundant anchoring of horizontal reinforcement, be reserved with certain handing-over space therebetween, handing-over is inserted vertical elongated reinforcing bar in the space, both sides install template before and after the junction afterwards, from the upper pouring concrete, after maintenance, two precast units are connected into integral body.
Beneficial effect:
1. what the present invention realized is the method for attachment of assembling shear wall structure precast unit horizontal reinforcement, do not need a large amount of reinforcing bar welding and mechanical connection program, only needing simple manual assembling reinforcement can finish horizontal reinforcement connects, characteristics are built in the construction that is particularly suitable for housing industrialization (assembling) precast concrete of energy-conserving and environment-protective, be the once great revolution of adhering to industry, for the Ministry of Construction, Beijing, the decision project verification of test back, Shanghai City prepare to promote.
The present invention can make the horizontal reinforcement of the junction between assembling shear wall structure precast unit keep continuously, the reinforcing bar that can be up to the standard transmits the effect of load opposing shearing force, because it is the gingival cyst of mucous gland in the newborn stubble that member designs continuous recessed stubble at the interface, interface shear stress between transmission member fully can ensure the overall performance of connected precast unit fully after therefore connecting.
The present invention makes connected precast unit have enough lap length, forms constructional column assurance reliability of structure by stretch into the closed stirrup of setting up on horizontal reinforcement.
Construction technology of the present invention is simple, do not need complicated mechanical equipment and facility and power consumption in the work progress; Greatly improved precast unit and assembled speed of application in the building site, saved the duration, construction quality is easy to guarantee, the building course environmental protection and energy saving, reduced cost, saves construction fund.
The present invention is simple to operate, just by factory process concrete component, lifting back and carry out the installation that simple filling process can be finished precast unit at the scene.
The present invention can make assembling shear wall structure precast unit be beneficial to plant produced processing.
Description of drawings:
The shaft side figure that accompanying drawing 1 does not connect for the present invention.
The shaft side figure that accompanying drawing 3 connects for the present invention.
Accompanying drawing 5 is the three-dimensional structure diagrams of laying of the split ring muscle of accompanying drawing 1 and reinforcing bar.
The specific embodiment:
Embodiment 1:
The member that a kind of precast unit horizontal reinforcement connects, its composition comprises: precast unit body 1, be embedded with in the described member body in order to overlap the reinforcing bar one to one of connection in the horizontal direction mutually, the part that described reinforcing bar exposes has upward L shaped reinforcing bar 2 and following L shaped reinforcing bar 3, described L shaped reinforcing bar and described time L shaped reinforcing bar overlap joint that staggers of, part of horizontal bending 90 degree that described L shaped reinforcing bar exposes, part of horizontal bending 90 degree that described L shaped reinforcing bar down exposes, its pre-buried end of described reinforcing bar is fully anchoring in precast unit, above described reinforcing bar one to one, place stirrup 4, between the reinforcing bar of described correspondence and described stirrup, insert vertical elongated reinforcing bar 5.
Embodiment 2:
Member according to embodiment 1 described precast unit horizontal reinforcement connection, the stirrup anchoring that described L shaped reinforcing bar and described L shaped reinforcing bar are down placed with described top after on-the-spot straightening, described L shaped reinforcing bar and the described time L shaped reinforcing bar partly is connected to each other with the embedded bar of described both sides after on-the-spot straightening, is reserved with certain handing-over space therebetween.
Embodiment 3:
According to the member of embodiment 1 or 2 described precast unit horizontal reinforcements connections, insert vertical elongated reinforcing bar in the handing-over space described between L shaped reinforcing bar and described L shaped reinforcing bar down and the described stirrup and form sleeper.
Embodiment 4:
The member that above-mentioned precast unit horizontal reinforcement connects, described precast unit body carry out side that horizontal direction connects mutually and are prefabricated into gingival cyst of mucous gland in the newborn stubble shape 6(and see shown in the convex-concave figure in the accompanying drawing).
Embodiment 5:
A kind of connection job practices of precast unit horizontal reinforcement connecting elements, the method of attachment of precast unit horizontal reinforcement, the inside of precast unit body is one to one pre-buried, be respectively L shaped reinforcing bar and following L shaped reinforcing bar, go up L shaped reinforcing bar and pre-buried end fully anchoring in precast unit of L shaped reinforcing bar down, it is external that the L shaped shape reinforcing bar of last L shaped reinforcing bar that exposes and following L shaped reinforcing bar partly stretches out precast unit, the L shaped shape reinforcing bar part of the pre-buried bending of its correspondence overlaps the upper back mutually and places stirrup after on-the-spot straightening, in stirrup, insert vertical elongated reinforcing bar and form sleeper, with the abundant anchoring of horizontal reinforcement, be reserved with certain handing-over space therebetween, handing-over is inserted vertical elongated reinforcing bar in the space, both sides install template before and after the junction afterwards, from the upper pouring concrete, after maintenance, two precast units are connected into integral body.
Claims (6)
1. the member that connects of a precast unit horizontal reinforcement, its composition comprises: the precast unit body, it is characterized in that: be embedded with in the described member body in order to overlap the reinforcing bar one to one of connection in the horizontal direction mutually, the part that described reinforcing bar exposes has the L shaped reinforcing bar of going up and following L shaped reinforcing bar, described L shaped reinforcing bar and described time L shaped reinforcing bar overlap joint that staggers of, part of horizontal bending 90 degree that described L shaped reinforcing bar exposes, part of horizontal bending 90 degree that described L shaped reinforcing bar down exposes, its pre-buried end of described reinforcing bar is fully anchoring in precast unit, above described reinforcing bar one to one, place stirrup, between the reinforcing bar of described correspondence and described stirrup, insert vertical elongated reinforcing bar.
2. the member that precast unit horizontal reinforcement according to claim 1 connects, it is characterized in that: the stirrup anchoring that described L shaped reinforcing bar and described L shaped reinforcing bar are down placed with described top after on-the-spot straightening, described L shaped reinforcing bar and the described time L shaped reinforcing bar partly is connected to each other with the embedded bar of described both sides after on-the-spot straightening, is reserved with certain handing-over space therebetween.
3. the member that precast unit horizontal reinforcement according to claim 1 and 2 connects is characterized in that: insert vertical elongated reinforcing bar in the handing-over space described between L shaped reinforcing bar and described L shaped reinforcing bar down and the described stirrup and form sleeper.
4. the member that precast unit horizontal reinforcement according to claim 1 and 2 connects is characterized in that: the side that described precast unit body carries out the horizontal direction connection mutually is prefabricated into gingival cyst of mucous gland in the newborn stubble shape.
5. the member that precast unit horizontal reinforcement according to claim 3 connects is characterized in that: the side that described precast unit body carries out the horizontal direction connection mutually is prefabricated into gingival cyst of mucous gland in the newborn stubble shape.
6. the connection job practices of a precast unit horizontal reinforcement connecting elements, it is characterized in that: the method for attachment of precast unit horizontal reinforcement, the inside of precast unit body is one to one pre-buried, be respectively L shaped reinforcing bar and following L shaped reinforcing bar, go up L shaped reinforcing bar and pre-buried end fully anchoring in precast unit of L shaped reinforcing bar down, it is external that the L shaped shape reinforcing bar of last L shaped reinforcing bar that exposes and following L shaped reinforcing bar partly stretches out precast unit, the L shaped shape reinforcing bar part of the pre-buried bending of its correspondence overlaps the upper back mutually and places stirrup after on-the-spot straightening, in stirrup, insert vertical elongated reinforcing bar and form sleeper, with the abundant anchoring of horizontal reinforcement, be reserved with certain handing-over space therebetween, handing-over is inserted vertical elongated reinforcing bar in the space, both sides install template before and after the junction afterwards, from the upper pouring concrete, after maintenance, two precast units are connected into integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201110130523.4A CN102296754B (en) | 2011-05-19 | 2011-05-19 | Horizontal bar reinforcement connecting element for precast concrete elements and connection construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201110130523.4A CN102296754B (en) | 2011-05-19 | 2011-05-19 | Horizontal bar reinforcement connecting element for precast concrete elements and connection construction method |
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| CN102296754A true CN102296754A (en) | 2011-12-28 |
| CN102296754B CN102296754B (en) | 2016-07-13 |
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|---|---|---|---|---|
| CN102635197A (en) * | 2012-04-27 | 2012-08-15 | 初明进 | Prefabricated reinforced concrete component with grooves and manufacturing method thereof |
| CN102720272A (en) * | 2012-06-29 | 2012-10-10 | 初明进 | Embedded column type prefabricated part connection node and manufacturing method thereof |
| CN102747796A (en) * | 2012-07-12 | 2012-10-24 | 南京工业大学 | Prefabricated wall shell structure of reinforced concrete superposed shear wall and splicing method thereof |
| CN102797307A (en) * | 2012-09-09 | 2012-11-28 | 初明进 | Connecting structure of prefabricated concrete wall body |
| CN102864854A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | L-shaped precast concrete wall connection |
| CN102864855A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | T-shaped precast concrete wall connection |
| CN103572840A (en) * | 2012-08-05 | 2014-02-12 | 初明进 | Notch-key type prefabricated member connection node and connection method |
| CN103741809A (en) * | 2014-01-29 | 2014-04-23 | 初明进 | Embedded column type prefabricated part connecting method |
| CN103758214A (en) * | 2014-01-29 | 2014-04-30 | 初明进 | Connection method of embedded-column-type prefabricated reinforced concrete members |
| CN103806546A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Connection method of precast reinforced concrete slabs |
| CN103806537A (en) * | 2014-03-09 | 2014-05-21 | 初明进 | Embedded column type precast concrete unit connecting method |
| CN103806539A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Connection method of precast reinforced concrete slabs |
| CN103821264A (en) * | 2014-03-10 | 2014-05-28 | 初明进 | Precast concrete wall body |
| CN104153460A (en) * | 2013-05-16 | 2014-11-19 | 叶新 | Precast concrete structural member and method for building construction horizontal connection between structural members |
| CN104358331A (en) * | 2014-12-04 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Laminated slab type shear wall steel bar pin joint connecting component and connecting method |
| WO2015135442A1 (en) * | 2014-03-10 | 2015-09-17 | 初明进 | Prefabricated reinforced concrete member |
| CN105256917A (en) * | 2015-11-18 | 2016-01-20 | 福建工程学院 | Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof |
| CN106639003A (en) * | 2016-12-29 | 2017-05-10 | 上海市政工程设计研究总院（集团）有限公司 | Reinforced concrete member post-cast strip and construction method of same |
| CN106759952A (en) * | 2017-01-18 | 2017-05-31 | 黄坤坤 | A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure |
| CN106948479A (en) * | 2017-05-12 | 2017-07-14 | 吉林大学 | Assembled grange framework |
| CN107605070A (en) * | 2017-09-27 | 2018-01-19 | 湖北宇辉中工建筑产业化有限公司 | The node connection engineering method of overlaid plate type Combined concrete prefabricated components |
| CN114658276A (en) * | 2022-03-15 | 2022-06-24 | 重庆大学 | Prefabricated steel-concrete structure house system of modularization convenient to transportation |
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Cited By (33)
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|---|---|---|---|---|
| CN102635197A (en) * | 2012-04-27 | 2012-08-15 | 初明进 | Prefabricated reinforced concrete component with grooves and manufacturing method thereof |
| CN102720272B (en) * | 2012-06-29 | 2014-08-27 | 初明进 | Embedded column type prefabricated part connection node and manufacturing method thereof |
| CN102720272A (en) * | 2012-06-29 | 2012-10-10 | 初明进 | Embedded column type prefabricated part connection node and manufacturing method thereof |
| CN102747796A (en) * | 2012-07-12 | 2012-10-24 | 南京工业大学 | Prefabricated wall shell structure of reinforced concrete superposed shear wall and splicing method thereof |
| CN103572840A (en) * | 2012-08-05 | 2014-02-12 | 初明进 | Notch-key type prefabricated member connection node and connection method |
| CN102797307A (en) * | 2012-09-09 | 2012-11-28 | 初明进 | Connecting structure of prefabricated concrete wall body |
| CN102797307B (en) * | 2012-09-09 | 2015-12-02 | 初明进 | The syndeton of precast concrete wall |
| CN102864854A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | L-shaped precast concrete wall connection |
| CN102864855A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | T-shaped precast concrete wall connection |
| CN102864855B (en) * | 2012-09-19 | 2015-02-04 | 初明进 | T-shaped precast concrete wall connection |
| CN102864854B (en) * | 2012-09-19 | 2015-02-04 | 初明进 | L-shaped precast concrete wall connection |
| CN104153460A (en) * | 2013-05-16 | 2014-11-19 | 叶新 | Precast concrete structural member and method for building construction horizontal connection between structural members |
| CN103758214A (en) * | 2014-01-29 | 2014-04-30 | 初明进 | Connection method of embedded-column-type prefabricated reinforced concrete members |
| CN103741809B (en) * | 2014-01-29 | 2016-04-27 | 初明进 | The method of attachment of sleeper formula prefabricated units |
| CN103758214B (en) * | 2014-01-29 | 2016-03-09 | 初明进 | The method of attachment of sleeper formula precast reinforced concrete structure |
| CN103741809A (en) * | 2014-01-29 | 2014-04-23 | 初明进 | Embedded column type prefabricated part connecting method |
| CN103806537B (en) * | 2014-03-09 | 2016-01-20 | 初明进 | The method of attachment of sleeper formula precast unit |
| CN103806537A (en) * | 2014-03-09 | 2014-05-21 | 初明进 | Embedded column type precast concrete unit connecting method |
| CN103821264B (en) * | 2014-03-10 | 2016-11-16 | 初明进 | A kind of precast concrete wall |
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| CN103806546A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Connection method of precast reinforced concrete slabs |
| CN103806539B (en) * | 2014-03-12 | 2015-12-30 | 初明进 | A kind of method of attachment of precast rc slab |
| CN103806546B (en) * | 2014-03-12 | 2015-11-18 | 初明进 | A kind of method of attachment of precast concrete plank |
| CN103806539A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Connection method of precast reinforced concrete slabs |
| CN104358331A (en) * | 2014-12-04 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Laminated slab type shear wall steel bar pin joint connecting component and connecting method |
| CN105256917A (en) * | 2015-11-18 | 2016-01-20 | 福建工程学院 | Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof |
| CN106639003A (en) * | 2016-12-29 | 2017-05-10 | 上海市政工程设计研究总院（集团）有限公司 | Reinforced concrete member post-cast strip and construction method of same |
| CN106759952A (en) * | 2017-01-18 | 2017-05-31 | 黄坤坤 | A kind of assembled ring muscle is fastened and is anchored concrete shear wall structure |
| CN106948479A (en) * | 2017-05-12 | 2017-07-14 | 吉林大学 | Assembled grange framework |
| CN107605070A (en) * | 2017-09-27 | 2018-01-19 | 湖北宇辉中工建筑产业化有限公司 | The node connection engineering method of overlaid plate type Combined concrete prefabricated components |
| CN114658276A (en) * | 2022-03-15 | 2022-06-24 | 重庆大学 | Prefabricated steel-concrete structure house system of modularization convenient to transportation |
| CN114658276B (en) * | 2022-03-15 | 2022-11-18 | 重庆大学 | Prefabricated steel-concrete structure house system of modularization convenient to transportation |
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