CN115229368A - Complete machining method for bored pile reinforcement cage - Google Patents
Complete machining method for bored pile reinforcement cage Download PDFInfo
- Publication number
- CN115229368A CN115229368A CN202210478420.5A CN202210478420A CN115229368A CN 115229368 A CN115229368 A CN 115229368A CN 202210478420 A CN202210478420 A CN 202210478420A CN 115229368 A CN115229368 A CN 115229368A
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- China
- Prior art keywords
- reinforcement cage
- main rib
- welding
- hoop
- steel reinforcement
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 47
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000003754 machining Methods 0.000 title description 2
- 238000003466 welding Methods 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 18
- 238000003672 processing method Methods 0.000 claims abstract description 7
- 238000004519 manufacturing process Methods 0.000 claims abstract description 5
- 238000005096 rolling process Methods 0.000 claims description 9
- 238000013461 design Methods 0.000 claims description 6
- 238000012545 processing Methods 0.000 claims description 6
- 238000009826 distribution Methods 0.000 claims description 4
- 238000010030 laminating Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 3
- 238000012549 training Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K31/00—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
- B23K31/02—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups relating to soldering or welding
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to the field of building construction, in particular to a complete set processing method of a bored pile reinforcement cage; the method comprises the steps of 1, manufacturing a steel reinforcement cage jig frame (1) and a positioning rod (2), welding a hoop (31) in place by a first main rib (32), welding an N +1 th main rib (32) in step 3, and binding annular stirrups. The complete set processing method for the bored pile reinforcement cage provided by the invention can realize the standardized control of reinforcement cage construction, effectively improves the construction operation efficiency, saves the labor cost, does not need specialized training for operating personnel, reduces the operation threshold and greatly improves the construction quality.
Description
Technical Field
The invention relates to the field of building construction, in particular to a complete set processing method of a bored pile reinforcement cage.
Background
The foundation is a force transfer component at the lowest part of a building, and is most commonly a foundation in a cast-in-situ bored pile form in order to maintain the stability and load transfer performance of the foundation and combine geological conditions and influences on the surrounding environment. The cast-in-situ bored pile is generally constructed in the mode of drilling on site, lowering a reinforcement cage and pouring concrete to form a pile body. In the process, the reinforcement cage is processed and manufactured on site, the reinforcement cages manufactured by different operators have different quality, and the problems of uneven distribution of main reinforcements, large deviation of the appearance size of the finished cage and the like exist.
Disclosure of Invention
The invention aims to overcome the defects and provide a method for realizing the standardized control of the construction of the reinforcement cage, improving the construction operation efficiency, saving the labor cost and greatly improving the construction quality.
In order to achieve the above object, the present invention is realized by:
a complete set processing method for a bored pile reinforcement cage comprises
the steel reinforcement cage jig frame (1) comprises rollers (11) and a support body frame (12), wherein the rollers (11) are fixed on the upper surface of the support body frame (12) in a group, and the distribution distance of the rollers (11) on the support body frame (12) is equal to the design distance of hoops (31), and is usually 2m; the support body frame (12) is a strip-shaped operating platform and is mainly used for fixing the rolling shaft (11) and temporarily placing the main rib (32);
the positioning rod 2 comprises a long rod (21), a lower support (22) and an upper support (23), and the distance between the lower support (22) and the upper support (23) is just the distance between the main ribs (32);
after the jig frame is in place, two workers are required to operate, the workers respectively place the hoops (31) on the rolling shaft (1) at the left side and the right side of the reinforcement cage jig frame (1), then attach the main ribs (32) to the hoops (31), connect the hoops together in a welding mode, and then sequentially weld the hoops (31) at the middle part until the hoops (31) and the main ribs (32) are completely welded within the construction length range;
after welding of a first main rib (32), rotating the steel reinforcement cage in the step 1, clockwise rotating the main rib (32) to a position about 120mm above a rolling shaft (11), clamping a support (22) at the lower part of a positioning rod (2) on the main rib (32) in the step two, placing another main rib (32) on an upper support (23), then attaching the main rib (32) on a hoop (31), connecting the main rib and the hoop (31) together in a welding mode, welding the hoop (31) at the middle part until the welding of the hoop (31) and the main rib (32) is completed within a construction length range, and sequentially welding and fixing other main ribs (32) and the hoop (31) until the steel reinforcement cage framework is formed, so that the fixing of the steel reinforcement cage framework at the section is completed;
step 4, binding the annular stirrups,
when step 3 steel reinforcement cage skeleton processing finishes the back, the intercepting can be according to stirrup (33) of design interval winding steel reinforcement cage skeleton, follows step 3 with stirrup (33) steel reinforcement skeleton one side is worn to the opposite side, and adjacent ring segment stirrup (33) interval equals that general encryption district is 200mm for 100mm non-encryption district, alternates the process and rotatory while with stirrup laminating owner muscle (32) welded fastening.
The complete set processing method for the bored pile reinforcement cage provided by the invention can realize the standardized control of reinforcement cage construction, effectively improves the construction operation efficiency, saves the labor cost, does not need specialized training for operating personnel, reduces the operation threshold and greatly improves the construction quality.
Drawings
FIG. 1 is a left side view of the processing platform according to the present method.
FIG. 2 is a schematic front view of a processing platform according to the present method.
FIG. 3 is a schematic view of the positioning rod of the present method.
Fig. 4 is a schematic left side view of reinforcement cage processing according to the method.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in fig. 1-4, a method for manufacturing a bored pile reinforcement cage kit includes
the steel reinforcement cage jig frame (1) comprises rollers (11) and a support body frame (12), wherein the rollers (11) are fixed on the upper surface of the support body frame (12) in a group, and the distribution distance of the rollers (11) on the support body frame (12) is equal to the design distance of hoops (31), and is usually 2m; the support body frame (12) is a strip-shaped operating platform and is mainly used for fixing the rolling shaft (11) and temporarily placing the main rib (32);
the positioning rod 2 comprises a long rod (21), a lower support (22) and an upper support (23), and the distance between the lower support (22) and the upper support (23) is just the distance between the main ribs (32);
after the jig frame is in place, two workers are required to operate, the workers respectively place the hoops (31) on the rolling shaft (1) at the left side and the right side of the reinforcement cage jig frame (1), then attach the main ribs (32) to the hoops (31), connect the hoops together in a welding mode, and then sequentially weld the hoops (31) at the middle part until the hoops (31) and the main ribs (32) are completely welded within the construction length range;
after welding of a first main rib (32), rotating the steel reinforcement cage in the step 1, clockwise rotating the main rib (32) to a position about 120mm above a rolling shaft (11), clamping a support (22) at the lower part of a positioning rod (2) on the main rib (32) in the step two, placing another main rib (32) on an upper support (23), then attaching the main rib (32) to a hoop (31), connecting the main rib and the hoop (31) together in a welding mode, welding the hoop (31) at the middle part until the welding of the hoop (31) and the main rib (32) is finished in a construction length range, and sequentially welding and fixing other main ribs (32) and the hoop (31) until a steel reinforcement cage framework is formed, so that the steel reinforcement cage framework of the section is fixed;
step 4, binding the annular stirrup,
when step 3 steel reinforcement cage skeleton processing finishes the back, the intercepting can be according to stirrup (33) of design interval winding steel reinforcement cage skeleton, follows step 3 with stirrup (33) steel reinforcement cage one side is worn to the opposite side, and adjacent ring segment stirrup (33) interval equals that general encryption district is 200mm for the non-encryption district of 100mm, alternates the process and rotatory while with stirrup laminating owner muscle (32) welded fastening.
The complete set processing method for the bored pile reinforcement cage can realize the standardized control of the construction of the reinforcement cage, effectively improve the construction operation efficiency, save the labor cost, reduce the operation threshold and greatly improve the construction quality without specialized training of operating personnel.
Claims (1)
1. A complete set processing method of a bored pile reinforcement cage is characterized by comprising the following steps: comprises that
Step 1, manufacturing a steel reinforcement cage jig frame (1) and a positioning rod (2),
the steel reinforcement cage jig frame (1) comprises rollers (11) and a support body frame (12), wherein the two rollers (11) are fixed on the upper surface of the support body frame (12) in a group, and the distribution space of the rollers (11) on the support body frame (12) is equal to the design space of a hoop (31), usually 2m; the support body frame (12) is a strip-shaped operating platform and is mainly used for fixing the rolling shaft (11) and temporarily placing the main rib (32);
the positioning rod 2 comprises a long rod (21), a lower support (22) and an upper support (23), and the distance between the lower support (22) and the upper support (23) is just the distance between the main ribs (32);
step 2, welding a first main rib (32) of the hoop (31) in place,
after the jig frame is in place, two workers are required to operate, the workers respectively place the hoops (31) on the rolling shaft (1) at the left side and the right side of the reinforcement cage jig frame (1), then attach the main ribs (32) to the hoops (31), connect the hoops together in a welding mode, and then sequentially weld the hoops (31) at the middle part until the hoops (31) and the main ribs (32) are completely welded within the construction length range;
step 3, welding the (N + 1) th main rib (32),
after welding of a first main rib (32), rotating the steel reinforcement cage in the step 1, clockwise rotating the main rib (32) to a position about 120mm above a rolling shaft (11), clamping a support (22) at the lower part of a positioning rod (2) on the main rib (32) in the step two, placing another main rib (32) on an upper support (23), then attaching the main rib (32) to a hoop (31), connecting the main rib and the hoop (31) together in a welding mode, welding the hoop (31) at the middle part until the welding of the hoop (31) and the main rib (32) is finished in a construction length range, and sequentially welding and fixing other main ribs (32) and the hoop (31) until a steel reinforcement cage framework is formed, so that the steel reinforcement cage framework of the section is fixed;
step 4, binding of annular stirrups
When step 3 steel reinforcement cage skeleton processing finishes the back, the intercepting can be according to stirrup (33) of design interval winding steel reinforcement cage skeleton, follows step 3 with stirrup (33) steel reinforcement skeleton one side is worn to the opposite side, and adjacent ring segment stirrup (33) interval equals that general encryption district is 200mm for 100mm non-encryption district, alternates the process and rotatory while with stirrup laminating owner muscle (32) welded fastening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210478420.5A CN115229368A (en) | 2022-05-05 | 2022-05-05 | Complete machining method for bored pile reinforcement cage |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210478420.5A CN115229368A (en) | 2022-05-05 | 2022-05-05 | Complete machining method for bored pile reinforcement cage |
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| Publication Number | Publication Date |
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| CN115229368A true CN115229368A (en) | 2022-10-25 |
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| CN202210478420.5A Pending CN115229368A (en) | 2022-05-05 | 2022-05-05 | Complete machining method for bored pile reinforcement cage |
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Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03281024A (en) * | 1990-03-16 | 1991-12-11 | Jiototsupu:Kk | Method and apparatus for making up reinforcing bar basket |
| JPH06210386A (en) * | 1992-10-08 | 1994-08-02 | Takenaka Komuten Co Ltd | Auxiliary assembling device for site pile driving reinforced steel cage |
| CN101718090A (en) * | 2009-11-16 | 2010-06-02 | 中冶天工建设有限公司 | Process for constructing large-diameter steel reinforcement cage of steel reinforcement concrete grouting pile |
| CN101761071A (en) * | 2009-12-31 | 2010-06-30 | 上海广联建设发展有限公司 | Manufacturing method of reinforcement cage of pouring pile with large diameter |
| CN107695240A (en) * | 2017-09-06 | 2018-02-16 | 中交路桥建设有限公司 | A kind of steel reinforcement cage joint flex method |
| CN109623243A (en) * | 2019-01-07 | 2019-04-16 | 五冶集团上海有限公司 | A kind of manually digging hole filling pile steel reinforcement cage main reinforcement welding locating rod |
| CN110000459A (en) * | 2019-05-10 | 2019-07-12 | 成都固特机械有限责任公司 | A kind of application method of reinforcing bar cage seam welding |
| CN110587206A (en) * | 2019-09-20 | 2019-12-20 | 五冶集团上海有限公司 | Auxiliary fixture for welding pile foundation reinforcement cage and using method thereof |
| CN212042460U (en) * | 2020-01-06 | 2020-12-01 | 湖北省路桥集团有限公司 | Pile foundation reinforcement cage manufacturing and positioning device |
| CN212095024U (en) * | 2020-03-12 | 2020-12-08 | 中建新疆建工（集团）有限公司 | Welding and fixing device for main reinforcement of steel reinforcement cage |
| CN212285713U (en) * | 2020-05-09 | 2021-01-05 | 嘉兴市宏图路桥有限责任公司 | Steel reinforcement cage die carrier |
| CN214868290U (en) * | 2021-03-25 | 2021-11-26 | 中国一冶集团有限公司 | Steel reinforcement cage fixed-position welding device |
| CN114043131A (en) * | 2021-12-22 | 2022-02-15 | 苏州驭动科技有限公司 | Intelligent slicing rolling cage chain bearing type steel bar cage framework welding robot |
-
2022
- 2022-05-05 CN CN202210478420.5A patent/CN115229368A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03281024A (en) * | 1990-03-16 | 1991-12-11 | Jiototsupu:Kk | Method and apparatus for making up reinforcing bar basket |
| JPH06210386A (en) * | 1992-10-08 | 1994-08-02 | Takenaka Komuten Co Ltd | Auxiliary assembling device for site pile driving reinforced steel cage |
| CN101718090A (en) * | 2009-11-16 | 2010-06-02 | 中冶天工建设有限公司 | Process for constructing large-diameter steel reinforcement cage of steel reinforcement concrete grouting pile |
| CN101761071A (en) * | 2009-12-31 | 2010-06-30 | 上海广联建设发展有限公司 | Manufacturing method of reinforcement cage of pouring pile with large diameter |
| CN107695240A (en) * | 2017-09-06 | 2018-02-16 | 中交路桥建设有限公司 | A kind of steel reinforcement cage joint flex method |
| CN109623243A (en) * | 2019-01-07 | 2019-04-16 | 五冶集团上海有限公司 | A kind of manually digging hole filling pile steel reinforcement cage main reinforcement welding locating rod |
| CN110000459A (en) * | 2019-05-10 | 2019-07-12 | 成都固特机械有限责任公司 | A kind of application method of reinforcing bar cage seam welding |
| CN110587206A (en) * | 2019-09-20 | 2019-12-20 | 五冶集团上海有限公司 | Auxiliary fixture for welding pile foundation reinforcement cage and using method thereof |
| CN212042460U (en) * | 2020-01-06 | 2020-12-01 | 湖北省路桥集团有限公司 | Pile foundation reinforcement cage manufacturing and positioning device |
| CN212095024U (en) * | 2020-03-12 | 2020-12-08 | 中建新疆建工（集团）有限公司 | Welding and fixing device for main reinforcement of steel reinforcement cage |
| CN212285713U (en) * | 2020-05-09 | 2021-01-05 | 嘉兴市宏图路桥有限责任公司 | Steel reinforcement cage die carrier |
| CN214868290U (en) * | 2021-03-25 | 2021-11-26 | 中国一冶集团有限公司 | Steel reinforcement cage fixed-position welding device |
| CN114043131A (en) * | 2021-12-22 | 2022-02-15 | 苏州驭动科技有限公司 | Intelligent slicing rolling cage chain bearing type steel bar cage framework welding robot |
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Application publication date: 20221025 |
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