CN109773947A - The folder steel wire rubber strip reeled tubing and application method of a kind of presstressed reinforcing steel hole pore-forming - Google Patents
The folder steel wire rubber strip reeled tubing and application method of a kind of presstressed reinforcing steel hole pore-forming Download PDFInfo
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- CN109773947A CN109773947A CN201910155543.3A CN201910155543A CN109773947A CN 109773947 A CN109773947 A CN 109773947A CN 201910155543 A CN201910155543 A CN 201910155543A CN 109773947 A CN109773947 A CN 109773947A
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- steel wire
- rubber strip
- wire rubber
- folder
- reeled tubing
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Abstract
The present invention relates to prestressed reinforced concrete construction technical fields, refer in particular to a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming, including pressing from both sides steel wire rubber strip, steel wire, load conical plate, stress rod iron and deformed bar anchorage, the folder steel wire rubber strip reeled tubing of hollow structure is made up of consolidation style for folder steel wire rubber strip and steel wire, the both ends of folder steel wire rubber strip reeled tubing are respectively equipped with load conical plate, stress rod iron is set in folder steel wire rubber strip reeled tubing, and the both ends of stress rod iron are each passed through the load conical plate fastening setting corresponding with deformed bar anchorage at folder steel wire rubber strip reeled tubing both ends.It is with punching rod iron that folder steel wire rubber strip reeled tubing compression is compacted when installing, forming one has certain longitudinal rigidity, there is certain flexible tubular structure again, after the completion of concrete, loosen axial compressive force, the strand that haulage clip steel wire rubber strip is reeled tubing one is pulled outwardly, folder steel wire rubber strip reeled tubing easily can be pulled out into hole, to achieve the purpose that pore-forming.
Description
Technical field
The present invention relates to prestressed reinforced concrete construction technical fields, refer in particular to a kind of folder steel wire rubber of presstressed reinforcing steel hole pore-forming
Reeled tubing and application method.
Background technique
Prestressed reinforced concrete construction is widely adopted in engineering, and post-tensioned prestressed concrete is widely used in engineering
Every field improves assembling, the mechanization degree of engineering.Post-tensioned prestressed reinforcement need to be reserved in precast concrete and be answered in advance
Power reinforced hole, at present there are mainly two types of conventional ways, one is prefabricated bellows pore-forming is used, bellows generally rolls iron
Skin bellows and prefabricated plastic bellows, another kind are rubber pulling rod stick pore-forming.
The major defect of bellows pore-forming technique is: 1) bellows is easy breakage, and pore-forming is caused to fail;2) bellows can not
It takes out, the prestressing force of reinforcing bar can be transmitted and generate certain adverse effect;3) material is disposable, higher cost.
The major defect of rubber pulling rod stick pore-forming technique is: 1) withdrawing stick is made of rubber and heart reinforcing bar, and cost is opposite
It is higher;2) withdrawing stick and the bonding force on hole wall periphery are big, when have the case where being pumped off, influence duct pore-forming;3) withdrawing stick
Hoist engine is needed to cooperate withdrawing, the process is more complicated and risk factor increases.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides a kind of folder steel wire rubber strip reeled tubings of presstressed reinforcing steel hole pore-forming
And application method, it is compacted with punching rod iron will to press from both sides the compression of steel wire rubber strip reeled tubing when installing, formed one had it is certain it is longitudinal just
Degree, and there is certain flexible tubular structure to loosen axial compressive force, haulage clip steel wire rubber strip reel after the completion of concrete
The strand of Guan Yitou, is pulled outwardly, and folder steel wire rubber strip reeled tubing easily can be pulled out hole, to achieve the purpose that pore-forming.
To achieve the goals above, the technical solution that the present invention applies is as follows:
A kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming, including folder steel wire rubber strip, steel wire, load taper
The folder steel of hollow structure is made up of consolidation style for plate, stress rod iron and deformed bar anchorage, folder steel wire rubber strip and steel wire
Silk rubber strip reeled tubing, the both ends of folder steel wire rubber strip reeled tubing are respectively equipped with load conical plate, and stress rod iron is set to folder steel wire
In rubber strip reeled tubing, and the both ends of stress rod iron are each passed through the load conical plate at folder steel wire rubber strip reeled tubing both ends and pre-
Stress anchorage of reinforcement is corresponding to fasten setting.
Furthermore, the steel wire is located at the middle position of folder steel wire rubber strip, and consolidates with folder steel wire rubber strip, folder
The opposite two sides of steel wire rubber strip are respectively equipped with protrusion and groove.
Furthermore, the load conical plate is circular configuration setting, and the centre of load conical plate, which is equipped with, is convenient for stress
The aperture that rod iron passes through, the inside of load conical plate are equipped with the cone structure of protrusion.
Furthermore, the stress rod iron using strand structure be arranged, the two ends of stress rod iron be respectively equipped with
The external screw thread that deformed bar anchorage is equipped with.
Furthermore, the deformed bar anchorage uses fixture nut.
A kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming, application method the following steps are included:
1) the folder steel wire rubber strip that producer processes is placed on flat ground, by stress rod iron one end from spring like
The center insertion for pressing from both sides steel wire rubber strip reeled tubing one end, until the end of stress rod iron one end is another in folder steel wire rubber strip reeled tubing
It emerges one end;
2) two ends for pressing from both sides steel wire rubber strip reeled tubing are padded as gasket with load conical plate respectively, then with fixation
Nut fastening applies pressure to folder steel wire rubber strip reeled tubing, eventually becomes hollow tubular;
3) folder steel wire rubber strip reeled tubing is mounted on scheduled position on the framework of steel reinforcement of prestressed concrete, with fixation
Reinforcing bar binding and fixing are good;
4) it is completed in concreting, after concrete solidifies completely, loosens fixture nut, and by stress rod iron 4 from duct
Middle extraction;
5) outer drawing outside one end of folder steel wire rubber strip is caught, whole folder steel wire rubber strip can be pulled out, be repeated after cleaning
It uses.
The invention has the advantages that:
The present invention uses such structure setting, will press from both sides the compression of steel wire rubber strip reeled tubing with punching rod iron when installing and squeeze
Close, forming one has certain longitudinal rigidity, and has certain flexible tubular structure to loosen axial pressure after the completion of concrete
Power, the strand that haulage clip steel wire rubber strip is reeled tubing one, is pulled outwardly, and will can easily press from both sides steel wire rubber strip reeled tubing pull-out-hole
Hole, to achieve the purpose that pore-forming.
Detailed description of the invention
Fig. 1 is overall structure main view of the present invention;
Fig. 2 is Fig. 1 side view;
Fig. 3 is Fig. 1 vertical direction cross-sectional view;
Fig. 4 is Fig. 2 vertical direction cross-sectional view;
Fig. 5 is location A enlarged diagram in Fig. 4.
1. pressing from both sides steel wire rubber strip;2. steel wire;3. load conical plate;4. stress rod iron;5. fixture nut;10. protrusion;11.
Groove.
Specific embodiment
Technical solution of the present invention is illustrated with embodiment with reference to the accompanying drawing.
As shown in Figures 1 to 5, the folder steel wire rubber strip reeled tubing of a kind of presstressed reinforcing steel hole pore-forming of the present invention, including
Steel wire rubber strip 1, steel wire 2, load conical plate 3, stress rod iron 4 and deformed bar anchorage 5 are pressed from both sides, steel wire rubber strip 1 and steel are pressed from both sides
The folder steel wire rubber strip reeled tubing of hollow structure, the both ends difference of folder steel wire rubber strip reeled tubing are made up of consolidation style for silk 2
Equipped with load conical plate 3, stress rod iron 4 is set in folder steel wire rubber strip reeled tubing, and the both ends of stress rod iron 4 are each passed through folder
The fastening setting corresponding with deformed bar anchorage 5 of the load conical plate 3 at steel wire rubber strip reeled tubing both ends.The above constitutes this
Invention basic structure.
The present invention uses such structure setting, and folder steel is made by consolidation style by folder steel wire rubber strip 1 and steel wire 2
Silk rubber strip reeled tubing injects stress rod iron 4 in folder steel wire rubber strip reeled tubing, and load conical plate 3 is arranged in two ends, is used in combination
Deformed bar anchorage 5 connects the both ends of stress rod iron 4, gives stress transfer to folder steel wire rubber silver lap by load conical plate 3
The adjacent folder steel wire rubber strip 1 for pressing from both sides steel wire rubber strip reeled tubing is tightly pressed together, forms a spring like socket by bobbin
Structure.Pipe tubular structure is mounted on prestressed pore passage position when binding prestressed concrete reinforcing steel, is fixed with fixed steel bars,
It is completed in concreting, after concrete condenses completely, loosens deformed bar anchorage 5, extract stress rod iron 4 out, it then will folder
Steel wire rubber strip 1 is extracted out, and the work of precast concrete pore-forming is completed.
In practical application, for folder steel wire rubber strip 1 of the present invention in factory process, the length of length pore-forming as needed is true
It is fixed, it may customize, there is the elasticity and rigidity of appropriateness.
More specifically, the steel wire 2 is located at the middle position of folder steel wire rubber strip 1, and consolidates with folder steel wire rubber strip 1
Rectangular structure has the elasticity of appropriateness and rigidity using such structure setting.Press from both sides the opposite two sides of steel wire rubber strip 1
It is respectively equipped with protrusion 10 and groove 11.Using such structure setting, the rigidity convenient for two adjacent rings folder steel wire rubber strip 1 is passed
It passs, increases the globality of folder 1 reeled tubing of steel wire rubber strip, the folder steel wire rubber strip 1 processed is as spring.
More specifically, the load conical plate 3 is circular configuration setting, and the centre of load conical plate 3 is equipped with convenient for answering
The aperture that power rod iron 4 passes through, the inside of load conical plate 3 are equipped with the cone structure of protrusion.Using such structure setting, it is convenient for
Load conical plate 3 is stablized in folder steel wire rubber strip reeled tubing, prevents from slipping, for transmitting from deformed bar anchorage 5
Screw pressure.
More specifically, the stress rod iron 4 is arranged using strand structure, and the two ends of stress rod iron 4 are respectively equipped with
The external screw thread being equipped with deformed bar anchorage 5.Using such structure setting, there is the elasticity and suppleness of appropriateness,
Its two ends is equipped with external screw thread, convenient for being screwed on deformed bar anchorage 5.
More specifically, the deformed bar anchorage 5 uses fixture nut.
A kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming, application method the following steps are included:
1) the folder steel wire rubber strip 1 that producer processes is placed on flat ground, by 4 one end of stress rod iron from spring
Shape presss from both sides the center insertion of steel wire rubber strip reeled tubing one end, until the end of 4 one end of stress rod iron is in folder steel wire rubber strip reel
The pipe other end is emerged;
2) two ends for pressing from both sides steel wire rubber strip reeled tubing are padded as gasket with load conical plate 3 respectively, then with solid
Determine nut fastening, pressure is applied to folder steel wire rubber strip reeled tubing, eventually becomes hollow tubular;
3) folder steel wire rubber strip reeled tubing is mounted on scheduled position on the framework of steel reinforcement of prestressed concrete, with fixation
Reinforcing bar binding and fixing are good;
4) it is completed in concreting, after concrete solidifies completely, loosens fixture nut, and by stress rod iron 4 from duct
Middle extraction;
5) outer drawing outside one end of folder steel wire rubber strip 1 is caught, whole folder steel wire rubber strip 1 can be pulled out, can be weighed after cleaning
It is multiple to use.
The above technical solution in the embodiment of the present invention is described, but the invention is not limited to above-mentioned specific
Embodiment, the above mentioned embodiment is only schematical, rather than restrictive, those skilled in the art
Under the inspiration of the present invention, without breaking away from the scope protected by the purposes and claims of the present invention, it can also make very much
Form, within these are all belonged to the scope of protection of the present invention.
Claims (6)
1. a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming, it is characterised in that: including folder steel wire rubber strip (1),
Steel wire (2), load conical plate (3), stress rod iron (4) and deformed bar anchorage (5), the folder steel wire rubber strip (1) and steel
The folder steel wire rubber strip reeled tubing of hollow structure is made up of consolidation style for silk (2), described to press from both sides the two of steel wire rubber strip reeled tubing
End is respectively equipped with load conical plate (3), and the stress rod iron (4) is set in folder steel wire rubber strip reeled tubing, and stress rod iron (4)
Both ends be each passed through folder steel wire rubber strip reeled tubing both ends load conical plate (3) it is corresponding with deformed bar anchorage (5) consolidate
Tight setting.
2. a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming according to claim 1, it is characterised in that: institute
The middle position that steel wire (2) are located at folder steel wire rubber strip (1) is stated, and is consolidated into rectangular configuration with folder steel wire rubber strip (1), it is described
The opposite two sides of folder steel wire rubber strip (1) are respectively equipped with raised (10) and groove (11).
3. a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming according to claim 1, it is characterised in that: institute
Load conical plate (3) is stated as circular configuration setting, the centre of the load conical plate (3) is equipped with to be passed through convenient for stress rod iron (4)
Aperture, the inside of the load conical plate (3) is equipped with the cone structure of protrusion.
4. a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming according to claim 1, it is characterised in that: institute
It states stress rod iron (4) to be arranged using strand structure, the two ends of the stress rod iron (4) are respectively equipped with and deformed bar anchor
The external screw thread that tool (5) is equipped with.
5. a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming according to claim 1, it is characterised in that: institute
Deformed bar anchorage (5) are stated using fixture nut.
6. a kind of folder steel wire rubber strip reeled tubing of presstressed reinforcing steel hole pore-forming according to claims 1 to 5, application method
The following steps are included:
1) the folder steel wire rubber strip (1) that producer processes is placed on flat ground, by stress rod iron (4) one end from spring
Shape presss from both sides the center insertion of steel wire rubber strip reeled tubing one end, until the end of stress rod iron (4) one end is in folder steel wire rubber silver lap
The bobbin other end is emerged;
2) two ends for pressing from both sides steel wire rubber strip reeled tubing are padded as gasket with load conical plate (3) respectively, then with fixation
Nut (5) fastening applies pressure to folder steel wire rubber strip reeled tubing, eventually becomes hollow tubular;
3) folder steel wire rubber strip reeled tubing is mounted on scheduled position on the framework of steel reinforcement of prestressed concrete, uses fixed steel bars
Binding and fixing are good;
4) it completes in concreting, after concrete solidifies completely, loosens fixture nut (5), and by stress rod iron (4) from duct
Middle extraction;
5) outer drawing outside one end of folder steel wire rubber strip (1) is caught, whole folder steel wire rubber strip (1) can be pulled out, can be weighed after cleaning
It is multiple to use.
Priority Applications (1)
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CN201910155543.3A CN109773947B (en) | 2019-03-01 | 2019-03-01 | Steel wire rubber strip winding pipe with prestressed tendon hole forming function and use method |
Applications Claiming Priority (1)
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CN201910155543.3A CN109773947B (en) | 2019-03-01 | 2019-03-01 | Steel wire rubber strip winding pipe with prestressed tendon hole forming function and use method |
Publications (2)
Publication Number | Publication Date |
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CN109773947A true CN109773947A (en) | 2019-05-21 |
CN109773947B CN109773947B (en) | 2023-09-22 |
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CN201910155543.3A Active CN109773947B (en) | 2019-03-01 | 2019-03-01 | Steel wire rubber strip winding pipe with prestressed tendon hole forming function and use method |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111618984A (en) * | 2020-05-15 | 2020-09-04 | 河南交院工程技术有限公司 | Concrete spiral duct forming die and forming method |
CN114211591A (en) * | 2021-12-13 | 2022-03-22 | 广东海洋大学 | Method for manufacturing hollow porous insect model |
Citations (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB682320A (en) * | 1949-02-07 | 1952-11-05 | Armand Blaton | Method of forming passages in concrete beams or the like |
GB2085349A (en) * | 1980-10-22 | 1982-04-28 | Delmagyarorszagi Magas Es Mely | Process for the production of ducts in structural members |
JPH1086123A (en) * | 1996-09-20 | 1998-04-07 | Koken Sangyo Kk | Formation of concentric cylindrical holes in concrete structure |
JP2005111977A (en) * | 2003-09-17 | 2005-04-28 | Oriental Construction Co Ltd | Method for manufacturing pc wall material and reinforced structure on joint part of pc wall material |
CN101413323A (en) * | 2008-11-25 | 2009-04-22 | 中铁大桥局集团第五工程有限公司 | Method for preparing and preventing plug of wide-span case beam rear tension method prestress pore passage |
CN201394887Y (en) * | 2009-04-07 | 2010-02-03 | 周长虹 | Dedicated hole-making rubber tube for high-iron prefabricated bridge |
CN201456209U (en) * | 2009-07-13 | 2010-05-12 | 中交第一公路工程局有限公司 | Anchor recess forming mould |
JP2012035523A (en) * | 2010-08-06 | 2012-02-23 | Shimizu Corp | Formwork for hole forming, and hole forming method |
CN102528922A (en) * | 2011-12-23 | 2012-07-04 | 中铁十九局集团第五工程有限公司 | Drawing and pulling device of rubber rod broken off in precast box girder hole |
WO2013014157A1 (en) * | 2011-07-27 | 2013-01-31 | Poundfield Products Limited | Hollow-core concrete slab |
CN204475343U (en) * | 2015-01-17 | 2015-07-15 | 新八建设集团有限公司 | The internally air-cooled heat sink of concrete in mass maintenance |
CN105171907A (en) * | 2015-06-29 | 2015-12-23 | 中民筑友有限公司 | Prefabricated part core pulling pipe and manufacturing method for prefabricated part |
CN105926458A (en) * | 2016-06-18 | 2016-09-07 | 于永飞 | Double-drive device and method automatic in rubber rod penetrating |
CN205614820U (en) * | 2016-03-31 | 2016-10-05 | 中铁十六局集团铁运工程有限公司 | Rubber withdrawing stick connector in roof beam body steel reinforcement cage |
CN107599154A (en) * | 2017-09-30 | 2018-01-19 | 中铁上海工程局集团有限公司 | A kind of method that rubber extract pipe position is quickly checked during high speed railway box is beam prefabricated |
CN108179696A (en) * | 2018-01-31 | 2018-06-19 | 中交第二航务工程勘察设计院有限公司 | A kind of post-tensioned prestressing precast hollow formula bridge pier rod structure and construction method |
CN108755735A (en) * | 2018-06-13 | 2018-11-06 | 中国二十二冶集团有限公司 | Wind power foundation prestress wire preformed hole construction method and its special withdrawing stick |
CN209954914U (en) * | 2019-03-01 | 2020-01-17 | 中交第二航务工程勘察设计院有限公司 | Steel wire clamping rubber strip drum pipe with prestressed rib hole forming |
-
2019
- 2019-03-01 CN CN201910155543.3A patent/CN109773947B/en active Active
Patent Citations (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB682320A (en) * | 1949-02-07 | 1952-11-05 | Armand Blaton | Method of forming passages in concrete beams or the like |
GB2085349A (en) * | 1980-10-22 | 1982-04-28 | Delmagyarorszagi Magas Es Mely | Process for the production of ducts in structural members |
JPH1086123A (en) * | 1996-09-20 | 1998-04-07 | Koken Sangyo Kk | Formation of concentric cylindrical holes in concrete structure |
JP2005111977A (en) * | 2003-09-17 | 2005-04-28 | Oriental Construction Co Ltd | Method for manufacturing pc wall material and reinforced structure on joint part of pc wall material |
CN101413323A (en) * | 2008-11-25 | 2009-04-22 | 中铁大桥局集团第五工程有限公司 | Method for preparing and preventing plug of wide-span case beam rear tension method prestress pore passage |
CN201394887Y (en) * | 2009-04-07 | 2010-02-03 | 周长虹 | Dedicated hole-making rubber tube for high-iron prefabricated bridge |
CN201456209U (en) * | 2009-07-13 | 2010-05-12 | 中交第一公路工程局有限公司 | Anchor recess forming mould |
JP2012035523A (en) * | 2010-08-06 | 2012-02-23 | Shimizu Corp | Formwork for hole forming, and hole forming method |
WO2013014157A1 (en) * | 2011-07-27 | 2013-01-31 | Poundfield Products Limited | Hollow-core concrete slab |
CN102528922A (en) * | 2011-12-23 | 2012-07-04 | 中铁十九局集团第五工程有限公司 | Drawing and pulling device of rubber rod broken off in precast box girder hole |
CN204475343U (en) * | 2015-01-17 | 2015-07-15 | 新八建设集团有限公司 | The internally air-cooled heat sink of concrete in mass maintenance |
CN105171907A (en) * | 2015-06-29 | 2015-12-23 | 中民筑友有限公司 | Prefabricated part core pulling pipe and manufacturing method for prefabricated part |
CN205614820U (en) * | 2016-03-31 | 2016-10-05 | 中铁十六局集团铁运工程有限公司 | Rubber withdrawing stick connector in roof beam body steel reinforcement cage |
CN105926458A (en) * | 2016-06-18 | 2016-09-07 | 于永飞 | Double-drive device and method automatic in rubber rod penetrating |
CN107599154A (en) * | 2017-09-30 | 2018-01-19 | 中铁上海工程局集团有限公司 | A kind of method that rubber extract pipe position is quickly checked during high speed railway box is beam prefabricated |
CN108179696A (en) * | 2018-01-31 | 2018-06-19 | 中交第二航务工程勘察设计院有限公司 | A kind of post-tensioned prestressing precast hollow formula bridge pier rod structure and construction method |
CN108755735A (en) * | 2018-06-13 | 2018-11-06 | 中国二十二冶集团有限公司 | Wind power foundation prestress wire preformed hole construction method and its special withdrawing stick |
CN209954914U (en) * | 2019-03-01 | 2020-01-17 | 中交第二航务工程勘察设计院有限公司 | Steel wire clamping rubber strip drum pipe with prestressed rib hole forming |
Non-Patent Citations (1)
Title |
---|
李陆平;王吉连;袁丹诚;: "后张法预应力混凝土箱梁预埋管与抽拔管孔道成型工艺探讨", 交通科技, no. 02, pages 22 - 25 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111618984A (en) * | 2020-05-15 | 2020-09-04 | 河南交院工程技术有限公司 | Concrete spiral duct forming die and forming method |
CN114211591A (en) * | 2021-12-13 | 2022-03-22 | 广东海洋大学 | Method for manufacturing hollow porous insect model |
CN114211591B (en) * | 2021-12-13 | 2022-09-23 | 广东海洋大学 | Method for manufacturing hollow porous insect model |
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