CN102635232A - Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam - Google Patents
Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam Download PDFInfo
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- CN102635232A CN102635232A CN2012101235109A CN201210123510A CN102635232A CN 102635232 A CN102635232 A CN 102635232A CN 2012101235109 A CN2012101235109 A CN 2012101235109A CN 201210123510 A CN201210123510 A CN 201210123510A CN 102635232 A CN102635232 A CN 102635232A
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- arc beam
- reinforcement
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- shaped beam
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Abstract
The invention discloses a reinforcement method for a transverse reinforcement interior edge at the side of an arc-shaped beam. The reinforcement method comprises the following reinforcement construction steps: firstly, installing a side template after the reinforcement of the arc-shaped beam is machined and installed; secondly, after the side template of the arc-shaped beam is formed, reinforcing the side of the arc-shaped beam by adopting three-thread reinforcement as the interior edge and a steel pipe as an exterior edge; and finally, reinforcing the width of the arc-shaped beam through square timber. The method is convenient and fast to construct, and saves time, so that not only the appearance quality control of the arc-shaped beam is improved, but also the reinforcement can be continuously revolved and used, the template materials are saved, and the construction cost is lowered.
Description
Technical field
The invention belongs to a kind of building engineering construction method, be specifically related to the job practices that a kind of arc beam side is reinforced.
Background technology
At present; It is through bottom steel pipe brace template that building operations arc beam is reinforced, the side wooden form, and laterally the lumps of wood is stupefied in doing; The method that vertical steel pipe is done outer stupefied reinforcing is reinforced the arc beam; Size to the arc beam positions reinforcing after-pouring concrete, treats to carry out form removal after concrete reaches intensity form removal requirement final arc beam moulding.There are two big defectives in this method: first; The crooked difficulty of the lumps of wood that is used for the reinforcing of arc beam side is big, consumes more manual work during making, and the lumps of wood can not have enough to meet the need after the form removable, and the waste of material rate is high.Second; The arc beam side lumps of wood is reinforced can not guarantee the deflection of beam radian, and the reinforcing difficulty is big, and when concreting was vibrated, the arc beam very easily deformed, and after the form removable, arc beam impression is relatively poor.
Summary of the invention
Stupefied reinforcing method in the arc beam side transverse reinforcement that the objective of the invention is to propose to adopt transverse reinforcement to replace the horizontal lumps of wood of side, this method not only easy construction, quick, reliable in quality, the number of turnover is high and greatly reduce spillage of material.
Stupefied reinforcing method technical scheme is such in the arc beam side transverse reinforcement of the present invention: at first, behind processing of arc beam steel and the installation forming, carry out the side template and install; Secondly, adopt after the moulding of arc beam side template that three road indented barss are stupefied in doing, steel pipe does outer stupefied arc beam side is reinforced; At last, with the lumps of wood arc beam width is reinforced.After the concreting moulding form removal, arc beam impression is checked.
Stupefied reinforcing method has the following advantages in the arc beam side transverse reinforcement proposed by the invention:
A, easy construction, quick, save time.
B, reinforcement system are not yielding, and the control of arc beam impression quality is improved.
C, reinforcing bar can have enough to meet the need use continuously, draw materials conveniently, have practiced thrift mould material, reduce construction cost.
Description of drawings
Fig. 1 is a stupefied reinforcing sketch map in the arc beam side transverse reinforcement proposed by the invention.
Among the figure: 1, arc beam side template, 2, arc beam bottom board plate, 3, stupefied in the transverse reinforcement, 4, steel pipe is outer stupefied, 5, the arc beam width location lumps of wood.
The specific embodiment
As can beappreciated from fig. 1, stupefied reinforcing method step is following in the arc beam side transverse reinforcement of the present invention:
At first, set up platform according to designing requirement and support, lay beam bottom board plate 2, the arc beam steel is installed in colligation, carries out and measure the unwrapping wire location, installs arc beam side template 1.
Secondly, stupefied 3 in making of transverse reinforcement, steel pipe is done outer stupefied 4 opposite side templates and is reinforced.
At last, control arc beam size positions reinforcing 5 with the lumps of wood to deck-siding, reaches consolidation effect.
After carrying out the concrete pouring of arc beam, during form removal successively with outer stupefied steel pipe, in stupefied reinforcing bar and side template remove, after recycling, reinforcing bar can continue to use by former material.
In certain construction works; The arc beam is carried out in the side transverse reinforcement stupefied reinforcing method to be reinforced; Find after the form removal that arc beam impression quality is good, disposable qualification rate 100% has been practiced thrift template, manual work, time; Simple to operate, reinforcing for the on-the-spot colligation of arc beam provides a kind of comparatively effectively job practices.
Claims (2)
1. stupefied reinforcing method in the arc beam side transverse reinforcement, its strengthening construction step is: at first, behind processing of arc beam steel and the installation forming, carry out the side template and install; Secondly, adopt after the moulding of arc beam side template that three road indented barss are stupefied in doing, steel pipe does outer stupefied arc beam side is reinforced; At last, with the lumps of wood arc beam width is reinforced.
2. stupefied reinforcing method in the arc beam side transverse reinforcement according to claim 1; It is characterized in that after carrying out the concrete pouring of arc beam; During form removal successively with outer stupefied steel pipe, in stupefied reinforcing bar and side template remove, after recycling, reinforcing bar can continue to use by former material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101235109A CN102635232A (en) | 2012-04-25 | 2012-04-25 | Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101235109A CN102635232A (en) | 2012-04-25 | 2012-04-25 | Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam |
Publications (1)
| Publication Number | Publication Date |
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| CN102635232A true CN102635232A (en) | 2012-08-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012101235109A Pending CN102635232A (en) | 2012-04-25 | 2012-04-25 | Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam |
Country Status (1)
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| CN (1) | CN102635232A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184234A (en) * | 2018-09-25 | 2019-01-11 | 中国五冶集团有限公司 | Actinobacillus device and line-putting method for the positioning of orthodrome beam |
| CN112727080A (en) * | 2020-12-29 | 2021-04-30 | 浙江恒鸿建设有限公司 | Cast-in-place concrete arc beam and construction method |
| CN115162718A (en) * | 2022-06-01 | 2022-10-11 | 中铁建工集团有限公司 | Large-section ring beam template reinforcing system and reinforcing method |
Citations (6)
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| JPH084203A (en) * | 1994-06-20 | 1996-01-09 | Maeda Corp | Steel framed reinforcement beam and execution method thereof |
| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| JP3200813B2 (en) * | 1999-05-27 | 2001-08-20 | 日本鋼管ライトスチール株式会社 | Beam formwork structure and its forming method |
| CN201206330Y (en) * | 2008-04-30 | 2009-03-11 | 中建三局建设工程股份有限公司 | Support system for arc lintel template |
| CN201474297U (en) * | 2009-06-02 | 2010-05-19 | 中国第二冶金建设有限责任公司 | Simple steel pipe setting-out template |
| CN102182303A (en) * | 2011-03-31 | 2011-09-14 | 西安建筑科技大学 | Oblique annular closed structural template supporting method |
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2012
- 2012-04-25 CN CN2012101235109A patent/CN102635232A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084203A (en) * | 1994-06-20 | 1996-01-09 | Maeda Corp | Steel framed reinforcement beam and execution method thereof |
| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| JP3200813B2 (en) * | 1999-05-27 | 2001-08-20 | 日本鋼管ライトスチール株式会社 | Beam formwork structure and its forming method |
| CN201206330Y (en) * | 2008-04-30 | 2009-03-11 | 中建三局建设工程股份有限公司 | Support system for arc lintel template |
| CN201474297U (en) * | 2009-06-02 | 2010-05-19 | 中国第二冶金建设有限责任公司 | Simple steel pipe setting-out template |
| CN102182303A (en) * | 2011-03-31 | 2011-09-14 | 西安建筑科技大学 | Oblique annular closed structural template supporting method |
Non-Patent Citations (2)
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| 李纲等: "利用CAD 三维技术辅助解决异形屋顶施工", 《施工技术》 * |
| 陈卫华等: "洛阳铁路分局体育馆工程大型弧形剪力墙、弧形梁施工技术", 《建筑施工》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184234A (en) * | 2018-09-25 | 2019-01-11 | 中国五冶集团有限公司 | Actinobacillus device and line-putting method for the positioning of orthodrome beam |
| CN109184234B (en) * | 2018-09-25 | 2023-08-18 | 中国五冶集团有限公司 | Paying-off device and paying-off method for positioning large arc beam |
| CN112727080A (en) * | 2020-12-29 | 2021-04-30 | 浙江恒鸿建设有限公司 | Cast-in-place concrete arc beam and construction method |
| CN115162718A (en) * | 2022-06-01 | 2022-10-11 | 中铁建工集团有限公司 | Large-section ring beam template reinforcing system and reinforcing method |
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Application publication date: 20120815 |