CN103628410A - Transverse partition plate reinforcement cage and manufacturing and installing method thereof - Google Patents
Transverse partition plate reinforcement cage and manufacturing and installing method thereof Download PDFInfo
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- CN103628410A CN103628410A CN201310588787.3A CN201310588787A CN103628410A CN 103628410 A CN103628410 A CN 103628410A CN 201310588787 A CN201310588787 A CN 201310588787A CN 103628410 A CN103628410 A CN 103628410A
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- diaphragm
- reinforcement
- partition plate
- cage
- transverse partition
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Abstract
The invention discloses a transverse partition plate reinforcement cage and a manufacturing and installing method thereof, relates to the technical field of reinforcing bar engineering in bridge construction. According to the transverse partition plate reinforcement cage and the manufacturing and installing method of the transverse partition plate reinforcement cage, the quality is guaranteed and section construction time is saved. The transverse partition plate reinforcement cage comprises transverse partition plate reinforcing bars (1) and transverse partition plate horizontal main reinforcing bars (2) and further comprises transverse partition plate stirrups (3). The transverse partition plate reinforcing bars (1) are located below the transverse partition plate horizontal main reinforcing bars (2), and the transverse partition plate stirrups (3) are located at the right ends of the transverse partition plate reinforcing bars (1) and are perpendicular to the transverse partition plate horizontal main reinforcing bars (2). The construction procedure comprises reinforcement cage block division, jig-frame designing and manufacturing, reinforcing bar lofting, cutting, blanking, machining and making. The reinforcement cage is formed in a blocking and binding mode, and the reinforcing bars are lifted, conveyed and installed in a blocking mode. According to the transverse partition plate reinforcement cage and the manufacturing and installing method of the transverse partition plate reinforcement cage, reinforcing bar blanking, machining and making all belong to site standardization construction, and therefore the quality is guaranteed.
Description
Technical field
The present invention relates to reinforced bar engineering technical field in bridge construction, particularly a kind of diaphragm cage of reinforcement and making, mounting method.
Background technology
In the construction of steel concrete and Prestressed Concrete Bridges, reinforced bar engineering is often longer man-hour used, larger on duration impact, particularly front fulcrum or the rear fulcrum Hanging Basket bridge of cantilever casting construction (as cable stayed bridge, continuous girder bridge etc.) section by section; The major part that can compress of its sections duration is the reinforcing bar binding time often, therefore in order to meet sections construction period, when sections reinforcing bar binding, conventionally need to drop into more labour, but in the strong times such as concrete seven sky, surplus labour force caused again a large amount of work holdup, between duration progress and allocation of labor resources, exist and conflict.And traditional whole original positions are installed simple coarse, and construction quality is not high.
Summary of the invention
In order to overcome above-mentioned defect, the technical problem to be solved in the present invention is: a kind of quality assurance, the diaphragm cage of reinforcement of saving the segmental construction used time and making, mounting method are provided.
The present invention is that the technical scheme that solves the problems of the technologies described above employing is: a kind of diaphragm cage of reinforcement, comprise diaphragm reinforcing bar, the main muscle of diaphragm level, and it is characterized in that: also comprise diaphragm stirrup; Described diaphragm reinforcing bar is positioned at the below of the main muscle of diaphragm level, and described diaphragm stirrup is positioned at the right-hand member of diaphragm reinforcing bar, mutually vertical with the main muscle of diaphragm level.
A kind of making of diaphragm cage of reinforcement and the step of installation are as follows:
The first step: cage of reinforcement piece section is divided
According to diaphragm bar diameter size, cage of reinforcement size, cage of reinforcement rigidity, crane gear ability, whole diaphragm cage of reinforcement is divided into one or several piece section.
Second step: moulding bed designing and making
According to features such as the shape of each piece section of diaphragm cage of reinforcement, frameworks, design and make corresponding moulding bed.
The 3rd step: reinforcement detailing, cutting stock, processing and fabricating
According to design drawing and job specfication, carry out reinforcement detailing, according to turning over sample detail drawing, carrying out cutting stock and manufacturing semiproduct.
The 4th step: the colligation of cage of reinforcement piecemeal section is shaped
Select suitable place to set up moulding bed, and on moulding bed, each piece section colligation is shaped.The main muscle of overlap joint between each piece section should be staggeredly arranged, and this position stirrup cover is become owner of in muscle with skeleton integral hoisting, but temporary transient delocalization, until two sections of skeletons all install fixing after colligation location again.
The 5th step: the handling of reinforcing bar piecemeal section, installation
The cage of reinforcement piece section that colligation is shaped is carried out handling and installation in a certain order, in process, should coordinate and carry out with form work engineering and prestress engineering.Excessive for avoiding cage of reinforcement when lifting to be out of shape, use shaped steel as the many suspension centres liftings of lifting moulding bed.
The invention has the beneficial effects as follows:
Steel Reinforcing Bar Material of the present invention, processing and fabricating and the colligation of piecemeal section are shaped and all belong to on-the-spot standardized construction, fully quality assurance; The arrangement of time of diaphragm reinforcing bar piecemeal section colligation forming construction is carried out in advance within the construction break period causing because of process characteristic, take full advantage of free time, make constructor's job placement more reasonable, the method of installing afterwards that is first shaped can be saved the segmental construction used time, shortens construction period create beneficial result.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, illustrate a kind of diaphragm cage of reinforcement of the present invention and making, mounting method.
Fig. 1 is diaphragm cage of reinforcement structural representation.
In figure: 1-diaphragm reinforcing bar, the main muscle of 2-diaphragm level, 3-diaphragm stirrup.
The specific embodiment
As shown in Figure 1, a kind of diaphragm cage of reinforcement, comprises diaphragm reinforcing bar 1, the main muscle 2 of diaphragm level, it is characterized in that: also comprise diaphragm stirrup 3; Described diaphragm reinforcing bar 1 is positioned at the below of the main muscle 2 of diaphragm level, and described diaphragm stirrup 3 is positioned at the right-hand member of diaphragm reinforcing bar 1, mutually vertical with the main muscle 2 of diaphragm level.
A kind of making of diaphragm cage of reinforcement and the step of installation are as follows:
The first step: cage of reinforcement piece section is divided
According to diaphragm bar diameter size, cage of reinforcement size, cage of reinforcement rigidity, crane gear ability, whole diaphragm cage of reinforcement is divided into one or several piece section.
Second step: moulding bed designing and making
According to features such as the shape of each piece section of diaphragm cage of reinforcement, frameworks, design and make corresponding moulding bed.
The 3rd step: reinforcement detailing, cutting stock, processing and fabricating
According to design drawing and job specfication, carry out reinforcement detailing, according to turning over sample detail drawing, carrying out cutting stock and manufacturing semiproduct.
The 4th step: the colligation of cage of reinforcement piecemeal section is shaped
Select suitable place to set up moulding bed, and on moulding bed, each piece section colligation is shaped.The main muscle of overlap joint between each piece section should be staggeredly arranged, and this position stirrup cover is become owner of in muscle with skeleton integral hoisting, but temporary transient delocalization, until two sections of skeletons all install fixing after colligation location again.
The 5th step: the handling of reinforcing bar piecemeal section, installation
The cage of reinforcement piece section that colligation is shaped is carried out handling and installation in a certain order, in process, should coordinate and carry out with form work engineering and prestress engineering.Excessive for avoiding cage of reinforcement when lifting to be out of shape, use shaped steel as the many suspension centres liftings of lifting moulding bed.
Should be understood that, the above-mentioned specific embodiment of the present invention is only for exemplary illustration or explain principle of the present invention, and do not form the restriction to invention.Therefore any modification of, making, be equal to replacement, improvement etc., within protection scope of the present invention all should be included in without departing from the spirit and scope of the present invention in the situation that.In addition, claims of the present invention are intended to contain whole variations and the modification in the equivalents that falls into claims scope and border or this scope and border.
Claims (2)
1. a diaphragm cage of reinforcement, comprises diaphragm reinforcing bar (1), the main muscle of diaphragm level (2), it is characterized in that: also comprise diaphragm stirrup (3); Described diaphragm reinforcing bar (1) is positioned at the below of the main muscle of diaphragm level (2), and described diaphragm stirrup (3) is positioned at the right-hand member of diaphragm reinforcing bar (1), mutually vertical with the main muscle of diaphragm level (2).
2. the making of a diaphragm cage of reinforcement and the steps characteristic of installation are as follows:
The first step: cage of reinforcement piece section is divided
According to diaphragm bar diameter size, cage of reinforcement size, cage of reinforcement rigidity, crane gear ability, whole diaphragm cage of reinforcement is divided into one or several piece section;
Second step: moulding bed designing and making
According to features such as the shape of each piece section of diaphragm cage of reinforcement, frameworks, design and make corresponding moulding bed;
The 3rd step: reinforcement detailing, cutting stock, processing and fabricating
According to design drawing and job specfication, carry out reinforcement detailing, according to turning over sample detail drawing, carrying out cutting stock and manufacturing semiproduct;
The 4th step: the colligation of cage of reinforcement piecemeal section is shaped
Select suitable place to set up moulding bed, and on moulding bed, each piece section colligation is shaped, the main muscle of overlap joint between each piece section should be staggeredly arranged, and this position stirrup cover is become owner of in muscle with skeleton integral hoisting, but temporary transient delocalization, until two sections of skeletons all install fixing after colligation location again;
The 5th step: the handling of reinforcing bar piecemeal section, installation
The cage of reinforcement piece section that colligation is shaped is carried out handling and installation in a certain order, in process, should coordinate and carry out with form work engineering and prestress engineering, is out of shape when avoiding cage of reinforcement lifting excessively, uses shaped steel to lift as the many suspension centres of lifting moulding bed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310588787.3A CN103628410B (en) | 2013-11-21 | 2013-11-21 | A kind of transverse partition plate reinforcement cage and making, mounting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310588787.3A CN103628410B (en) | 2013-11-21 | 2013-11-21 | A kind of transverse partition plate reinforcement cage and making, mounting method |
Publications (2)
| Publication Number | Publication Date |
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| CN103628410A true CN103628410A (en) | 2014-03-12 |
| CN103628410B CN103628410B (en) | 2016-04-13 |
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| CN201310588787.3A Active CN103628410B (en) | 2013-11-21 | 2013-11-21 | A kind of transverse partition plate reinforcement cage and making, mounting method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926446A (en) * | 2016-05-04 | 2016-09-07 | 中国十九冶集团有限公司 | Bridge pier column self-lifting outer frame turnover formwork closing beam |
| CN110826152A (en) * | 2019-11-21 | 2020-02-21 | 上海宝冶集团有限公司 | Method and device for turning over special-shaped structural steel bars |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101403212B (en) * | 2008-11-13 | 2011-01-26 | 中铁二局股份有限公司 | Construction method for pretensioned prestressing concrete simply supported T-beam |
| KR101045929B1 (en) * | 2010-10-27 | 2011-07-01 | 홍석희 | Pro-environment prestressed long span light-weight precast concrete panel and this construction technique |
| CN102220739B (en) * | 2011-04-01 | 2012-09-26 | 河南省交通规划勘察设计院有限责任公司 | Corrugated steel web prestressed concrete continuous box girder and construction method thereof |
| CN202610696U (en) * | 2012-06-25 | 2012-12-19 | 河南省交通规划勘察设计院有限责任公司 | Corrugated steel web pre-tensioning pre-stressed concrete continuous box beam |
| CN202969248U (en) * | 2012-08-16 | 2013-06-05 | 杨众 | Prefabricated diaphragm plate for bridge |
| CN102808371B (en) * | 2012-08-20 | 2016-10-05 | 杨众 | The integral precast overlapping Continuous Bridge of a kind of simple-supported thencontinuous and construction method |
-
2013
- 2013-11-21 CN CN201310588787.3A patent/CN103628410B/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926446A (en) * | 2016-05-04 | 2016-09-07 | 中国十九冶集团有限公司 | Bridge pier column self-lifting outer frame turnover formwork closing beam |
| CN110826152A (en) * | 2019-11-21 | 2020-02-21 | 上海宝冶集团有限公司 | Method and device for turning over special-shaped structural steel bars |
| CN110826152B (en) * | 2019-11-21 | 2023-10-27 | 上海宝冶集团有限公司 | Method and device for overturning special-shaped structural steel bars |
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| CN103628410B (en) | 2016-04-13 |
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