CN104358251A - Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method - Google Patents
Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method Download PDFInfo
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- CN104358251A CN104358251A CN201410671470.0A CN201410671470A CN104358251A CN 104358251 A CN104358251 A CN 104358251A CN 201410671470 A CN201410671470 A CN 201410671470A CN 104358251 A CN104358251 A CN 104358251A
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- reinforcement
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- pile foundation
- main muscle
- bar
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F31/00—Making meshed-ring network from wire
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a main reinforcement distance control device during pile foundation project reinforcement cage manufacturing. The main reinforcement distance control device during the pile foundation project reinforcement cage manufacturing comprises a straight rod, a straight-line-shaped cross beam and a right angle arm. According to a technical scheme, a pile foundation project reinforcement cage manufacturing method comprises the following steps of firstly manufacturing a reinforcement manufacturing platform according to the design length of a reinforcement cage, wherein the length of the reinforcement manufacturing platform is slightly smaller than the design length of the reinforcement cage, the reinforcement manufacturing platform comprises a supporting part and a manufacturing platform surface, the manufacturing platform surface is integrally in a rectangular shape, and the manufacturing platform surface is a horizontal surface; secondly arranging two main reinforcements on the reinforcement manufacturing platform surface, manufacturing the main reinforcement distance control device through a pile foundation project reinforcement cage and sequentially welding the main reinforcements; thirdly welding a reinforcing reinforcement and the main reinforcements and achieving the manufacture. The foundation project reinforcement cage manufacturing method is simple in operation, quickens the reinforcement cage manufacturing efficiency, improves the reinforcement cage forming quality, enables the reinforcement cage to pass the acceptance inspection in one time, avoids secondary reworking and saves work hours and the labor.
Description
Technical field
The present invention relates to pile foundation engineering fabrication of reinforcing cage field, particularly the main muscle pitch control unit of pile foundation engineering fabrication of reinforcing cage and pile foundation engineering fabrication of reinforcing cage method.
Background technology
In practice of construction, often because reinforcing cage main muscle spacing controls not in place, do not reach design specifications requirement, cause the shaping examination of reinforcing cage defective, carry out secondary and do over again, affect the pile foundation engineering construction period.Current reinforcing cage main muscle spacing controls generally to adopt on every root Reinforced Hoop by the method for paintbrush by design size mark.The deviation that this construction method causes often beyond design specifications requirement, and wastes labour to a certain extent.
Summary of the invention
Technical problem to be solved by this invention is to provide the main muscle pitch control unit of pile foundation engineering fabrication of reinforcing cage and pile foundation engineering fabrication of reinforcing cage method, easy and simple to handle, accelerate reinforcing cage processing and fabricating efficiency, and reinforcing cage Forming Quality can be improved, once by checking and accepting, avoid secondary to do over again, save man-hour, save labour.
For achieving the above object, the main muscle pitch control unit of pile foundation engineering fabrication of reinforcing cage that the present invention proposes, it comprises straight-bar, " one " font transverse arm and right angle arm, " one " font transverse arm and right angle arm are arranged on straight-bar the same side by being welded and fixed, the horizon bar of " one " font transverse arm and right angle arm is all perpendicular with straight-bar, " Qian " shape space is constituted between described right angle arm and straight-bar, the length of described " one " font transverse arm is slightly larger than the diameter of the main muscle of reinforcing bar to be installed, right angle arm and the orthogonal and spacing between the two of straight-bar are slightly larger than the diameter of the main muscle of reinforcing bar to be installed, spacing between " one " font transverse arm and the horizon bar of right angle arm is the spacing between two main muscle of reinforcing bar to be installed.
Pile foundation engineering fabrication of reinforcing cage method, its concrete technical scheme is:
One, make reinforcement fabrication platform according to reinforcing cage design length, reinforcement fabrication platform length is slightly less than reinforcing bar
Cage design length, reinforcement fabrication platform comprises support member and makes platform table top, and make platform table top entirety rectangular, making platform table top is horizontal plane;
Two, first two main muscle are placed on reinforcement fabrication table top, by reinforcing rib and a wherein main muscle
Welding, use the main muscle pitch control unit of described pile foundation engineering fabrication of reinforcing cage, main muscle is placed on " one " font transverse arm, is placed in " Qian " shape space of forming between right angle arm with straight-bar needing the main muscle of welding and it is welded, successively all the other main muscle being welded;
Three, spiral hoop is welded with main muscle, complete making.
The main muscle pitch control unit of pile foundation engineering fabrication of reinforcing cage proposed by the invention and pile foundation engineering fabrication of reinforcing cage method, easy and simple to handle, accelerate reinforcing cage processing and fabricating efficiency, and reinforcing cage Forming Quality can be improved, once by checking and accepting, avoiding secondary to do over again, saving man-hour, saving labour.
Accompanying drawing explanation
Fig. 1 is pile foundation engineering fabrication of reinforcing cage main muscle pitch control unit structural representation proposed by the invention.
Fig. 2 is pile foundation engineering fabrication of reinforcing cage schematic diagram proposed by the invention.
Fig. 3 is pile foundation engineering fabrication of reinforcing cage main muscle pitch control unit using state enlarged diagram proposed by the invention.
Detailed description of the invention
See accompanying drawing, the main muscle pitch control unit 1 of pile foundation engineering fabrication of reinforcing cage, it comprises straight-bar 1-1, " one " font transverse arm 1-2 and right angle arm 1-3, " one " font transverse arm and right angle arm are arranged on straight-bar the same side by being welded and fixed, the horizon bar of " one " font transverse arm and right angle arm is all perpendicular with straight-bar, " Qian " shape space is constituted between described right angle arm and straight-bar, the length of described " one " font transverse arm is slightly larger than the diameter of the main muscle 2 of reinforcing bar to be installed, right angle arm and the orthogonal and spacing between the two of straight-bar are slightly larger than the diameter of the main muscle of reinforcing bar to be installed, spacing between " one " font transverse arm and the horizon bar of right angle arm is the spacing between two main muscle of reinforcing bar to be installed.
Pile foundation engineering fabrication of reinforcing cage method, its concrete technical scheme is:
One, make reinforcement fabrication platform 4 according to reinforcing cage design length, reinforcement fabrication platform length is slightly less than steel
Muscle cage design length, reinforcement fabrication platform comprises support member and makes platform table top, and make platform table top entirety rectangular, making platform table top is horizontal plane;
Two, first two main muscle are placed on reinforcement fabrication table top, by reinforcing rib 3 and a wherein main muscle
Welding, use the main muscle pitch control unit of described pile foundation engineering fabrication of reinforcing cage, main muscle is placed on " one " font transverse arm, is placed in " Qian " shape space of forming between right angle arm with straight-bar needing the main muscle of welding and it is welded, successively all the other main muscle being welded;
Three, spiral hoop is welded with main muscle, complete making.
The main muscle pitch control unit of pile foundation engineering fabrication of reinforcing cage proposed by the invention and pile foundation engineering fabrication of reinforcing cage method, easy and simple to handle, accelerate reinforcing cage processing and fabricating efficiency, and reinforcing cage Forming Quality can be improved, once by checking and accepting, avoiding secondary to do over again, saving man-hour, saving labour.
Claims (2)
1. the main muscle pitch control unit of pile foundation engineering fabrication of reinforcing cage, it is characterized in that it comprises straight-bar, " one " font transverse arm and right angle arm, " one " font transverse arm and right angle arm are arranged on straight-bar the same side by being welded and fixed, the horizon bar of " one " font transverse arm and right angle arm is all perpendicular with straight-bar, " Qian " shape space is constituted between described right angle arm and straight-bar, the length of described " one " font transverse arm is slightly larger than the diameter of the main muscle of reinforcing bar to be installed, right angle arm and the orthogonal and spacing between the two of straight-bar are slightly larger than the diameter of the main muscle of reinforcing bar to be installed, spacing between " one " font transverse arm and the horizon bar of right angle arm is the spacing between two main muscle of reinforcing bar to be installed.
2. pile foundation engineering fabrication of reinforcing cage method, its concrete technical scheme is:
One, make reinforcement fabrication platform according to reinforcing cage design length, reinforcement fabrication platform length is smaller
In reinforcing cage design length, reinforcement fabrication platform comprises support member and makes platform table top, and make platform table top entirety rectangular, making platform table top is horizontal plane;
Two, first two main muscle are placed on reinforcement fabrication table top, by reinforcing rib and wherein one
Main muscle welding, use the main muscle pitch control unit of described pile foundation engineering fabrication of reinforcing cage, main muscle is placed on " one " font transverse arm, is placed in " Qian " shape space of forming between right angle arm with straight-bar needing the main muscle of welding and it is welded, successively all the other main muscle being welded;
Three, spiral hoop is welded with main muscle, complete making.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410671470.0A CN104358251A (en) | 2014-11-21 | 2014-11-21 | Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410671470.0A CN104358251A (en) | 2014-11-21 | 2014-11-21 | Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104358251A true CN104358251A (en) | 2015-02-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410671470.0A Pending CN104358251A (en) | 2014-11-21 | 2014-11-21 | Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106040921A (en) * | 2016-05-24 | 2016-10-26 | 中交第航务工程局有限公司 | Cylindrical steel reinforcement cage quick precise connection machining formwork and manufacturing method for steel reinforcement cages |
| CN112091132A (en) * | 2020-08-25 | 2020-12-18 | 中交路桥建设有限公司 | Method for quickly positioning main reinforcement of pile foundation reinforcement cage |
| CN113369424A (en) * | 2021-06-04 | 2021-09-10 | 云南建投第十一建设有限公司 | Method for quickly manufacturing reinforcement cage |
| CN113756291A (en) * | 2021-10-12 | 2021-12-07 | 上海东华建设管理有限公司 | Assembling construction method for cast-in-place pile reinforcement cage |
Citations (7)
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|---|---|---|---|---|
| JP3731408B2 (en) * | 1999-10-05 | 2006-01-05 | 株式会社大林組 | Reinforcing rod production method |
| CN201380464Y (en) * | 2009-04-16 | 2010-01-13 | 中铁六局集团有限公司 | Spacing control clamping device used for manufacturing and mounting steel reinforcement cage |
| CN203209591U (en) * | 2012-11-14 | 2013-09-25 | 中建三局建设工程股份有限公司 | Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage |
| CN203380304U (en) * | 2013-06-28 | 2014-01-08 | 中铁上海工程局有限公司 | Tiled processing device for bored pile reinforcement cage |
| CN203526850U (en) * | 2013-10-10 | 2014-04-09 | 中铁十九局集团有限公司 | Processing tool for welding reinforcement cage |
| CN203737903U (en) * | 2014-02-13 | 2014-07-30 | 山东寿光第一建筑有限公司 | Longitudinal bar positioning tool for reinforcement cage |
| CN203900779U (en) * | 2014-05-23 | 2014-10-29 | 中铁三局集团有限公司 | F-shaped positioning fixture for control of distance between main reinforcements of reinforcement cage |
-
2014
- 2014-11-21 CN CN201410671470.0A patent/CN104358251A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3731408B2 (en) * | 1999-10-05 | 2006-01-05 | 株式会社大林組 | Reinforcing rod production method |
| CN201380464Y (en) * | 2009-04-16 | 2010-01-13 | 中铁六局集团有限公司 | Spacing control clamping device used for manufacturing and mounting steel reinforcement cage |
| CN203209591U (en) * | 2012-11-14 | 2013-09-25 | 中建三局建设工程股份有限公司 | Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage |
| CN203380304U (en) * | 2013-06-28 | 2014-01-08 | 中铁上海工程局有限公司 | Tiled processing device for bored pile reinforcement cage |
| CN203526850U (en) * | 2013-10-10 | 2014-04-09 | 中铁十九局集团有限公司 | Processing tool for welding reinforcement cage |
| CN203737903U (en) * | 2014-02-13 | 2014-07-30 | 山东寿光第一建筑有限公司 | Longitudinal bar positioning tool for reinforcement cage |
| CN203900779U (en) * | 2014-05-23 | 2014-10-29 | 中铁三局集团有限公司 | F-shaped positioning fixture for control of distance between main reinforcements of reinforcement cage |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106040921A (en) * | 2016-05-24 | 2016-10-26 | 中交第航务工程局有限公司 | Cylindrical steel reinforcement cage quick precise connection machining formwork and manufacturing method for steel reinforcement cages |
| CN112091132A (en) * | 2020-08-25 | 2020-12-18 | 中交路桥建设有限公司 | Method for quickly positioning main reinforcement of pile foundation reinforcement cage |
| CN113369424A (en) * | 2021-06-04 | 2021-09-10 | 云南建投第十一建设有限公司 | Method for quickly manufacturing reinforcement cage |
| CN113756291A (en) * | 2021-10-12 | 2021-12-07 | 上海东华建设管理有限公司 | Assembling construction method for cast-in-place pile reinforcement cage |
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Application publication date: 20150218 |