CN109365696A - A kind of fabrication of reinforcing cage mould bases and construction method - Google Patents
A kind of fabrication of reinforcing cage mould bases and construction method Download PDFInfo
- Publication number
- CN109365696A CN109365696A CN201811455156.3A CN201811455156A CN109365696A CN 109365696 A CN109365696 A CN 109365696A CN 201811455156 A CN201811455156 A CN 201811455156A CN 109365696 A CN109365696 A CN 109365696A
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- China
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- steel bar
- main steel
- mould bases
- lengthways main
- reinforcement cage
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/08—Making wire network, i.e. wire nets with additional connecting elements or material at crossings
- B21F27/10—Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of fabrication of reinforcing cage mould bases and construction method, which includes reinforcement cage structure and die carrier structure；Lengthways main steel bar is provided with more, there are two the settings of annulus frame body, each tie point position of circumference and at equal intervals setting of the lengthways main steel bar around annulus frame body, lengthways main steel bar and annulus frame body passes through detachable lock button and is fixedly mounted, and lengthways main steel bar and annulus frame body form reinforcement cage structure；Reinforcement cage structure is internally provided with multiple interior reinforcement stirrups, and the interior tie point position for reinforcing stirrup and lengthways main steel bar is by being welded and fixed；Die carrier structure includes two mould bases pedestals and two rotatable support frames, and rotatable support frame is separately positioned on the bottom at the both ends of reinforcement cage structure, and the top of rotatable support frame is connect with reinforcement cage structure, and bottom is fixedly connected with mould bases pedestal.The present invention improves efficiency, saves efficiency and quality artificial, while that ensure that steel reinforcement cage docking construction, saves a part of construction cost.
Description
Technical field
The present invention relates to the production construction field of steel reinforcement cage more particularly to a kind of fabrication of reinforcing cage mould bases and construction methods.
Background technique
Existing fabrication of reinforcing cage construction longitudinal reinforcement spacing, length are irregular, when two section steel reinforcement cage straight threads dock
Longitudinal reinforcement point-blank or the length of longitudinal reinforcement is inconsistent, is not difficult to dock, the labor intensive mistake in docking operation
It is more, therefore cause construction efficiency low, while influencing steel reinforcement cage joint quality.
Summary of the invention
The technical problem to be solved in the present invention is that for the defects in the prior art, providing a kind of fabrication of reinforcing cage mould bases
And construction method.
The technical solution adopted by the present invention to solve the technical problems is:
The present invention provides a kind of fabrication of reinforcing cage mould bases, including reinforcement cage structure and die carrier structure；Die carrier structure includes mould
Frame pedestal, rotatable support frame, detachable lock；Reinforcement cage structure includes lengthways main steel bar, annulus frame body and interior reinforcement stirrup；Its
In:
Lengthways main steel bar is provided with more, and there are two the settings of annulus frame body, and lengthways main steel bar surround the circumference of annulus frame body and waits
Each tie point position of the setting of spacing, lengthways main steel bar and annulus frame body passes through detachable lock button and is fixedly mounted, and indulges
Reinforcement cage structure is formed to main reinforcement and annulus frame body；Reinforcement cage structure is internally provided with multiple interior reinforcement stirrups, interior reinforcement stirrup
Tie point position with lengthways main steel bar is by being welded and fixed；
Die carrier structure includes that two mould bases pedestals and two rotatable support frames, rotatable support frame are separately positioned on steel reinforcement cage knot
The top of the bottom at the both ends of structure, rotatable support frame is connect with reinforcement cage structure, and bottom is fixedly connected with mould bases pedestal.
Further, arranged in parallel between more lengthways main steel bars of the invention.
Further, arranged in parallel between annulus frame body of the invention and interior reinforcement stirrup.
Further, the equal length of two rotatable support frames of the invention, and be arranged perpendicular to mould bases pedestal.
The present invention provides a kind of construction method of fabrication of reinforcing cage mould bases, the following steps are included:
(1) front and back die carrier structure is positioned according to determining every section reinforcement cage structure length, it is necessary to assure die carrier structure it
Between distance be less than single-unit reinforcement cage structure length, while front and back die carrier structure must assure that in parallel；
(2) lengthways main steel bar processed is installed to positioning on the die carrier structure of front and back, and uses detachable lock padlock jail；
(3) lengthways main steel bar, which is installed, to form half bowlder and starts to install interior reinforcement stirrup, and by lengthways main steel bar and interior reinforcement stirrup
Spot welding is secured；
(4) reinforce after stirrup is installed continuing that remaining lengthways main steel bar is installed in, after successively using detachable lock padlock jail
It is secured with interior reinforcement stirrup spot welding；
(5) after lengthways main steel bar and the welding of interior reinforcement stirrup are fully completed, steel reinforcement cage is hung surely with lifting equipment, it will be all vertical
It is disengaged to main fin buckling, and front and back die carrier structure is rotated horizontally, guarantee die carrier structure between adjacent lengthways main steel bar gap, by steel
Muscle basket structure vertical lifting is simultaneously hung to products storage area.
The beneficial effect comprise that: fabrication of reinforcing cage mould bases of the invention and construction method, in pile foundation steel bar cage
Manufacturing process in, by mould bases before and after steel reinforcement cage, a part of lengthways main steel bar is first fixed on mould bases, interior stirrup is installed again, greatly
The producing efficiency of steel reinforcement cage is improved greatly.By the identical main fin buckling of spacing on the mould bases of front and back, between the lengthways main steel bar of guarantee
Spacing it is consistent, improve the quality of fabrication of reinforcing cage, at the same improve two section steel reinforcement cages docking construction when construction efficiency and
Quality, when in particular by reinforced bar straight thread sleeve connection technique.This construction method is taken, not only in production pile foundation steel bar cage
When improve efficiency and save manually, while ensure that the efficiency and quality of steel reinforcement cage docking construction, save a part of construction
Cost.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing:
Fig. 1 is the structural schematic diagram of the embodiment of the present invention；
In figure: 1, mould bases pedestal；2, rotatable support frame；3, detachable lock；4, lengthways main steel bar；5, annulus frame body；6, interior
Reinforce stirrup.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not
For limiting the present invention.
As shown in Figure 1, the fabrication of reinforcing cage mould bases of the embodiment of the present invention, including reinforcement cage structure and die carrier structure；Mould bases
Structure includes mould bases pedestal 1, rotatable support frame 2, detachably latches 3；Reinforcement cage structure includes lengthways main steel bar 4,5 and of annulus frame body
Interior reinforcement stirrup 6；Wherein:
Lengthways main steel bar 4 is provided with more, and there are two the settings of annulus frame body 5, circumference of the lengthways main steel bar 4 around annulus frame body 5
And be arranged at equal intervals, each tie point position of lengthways main steel bar 4 and annulus frame body 5 passes through detachably lock 3 and is fixed
Installation, lengthways main steel bar 4 and annulus frame body 5 form reinforcement cage structure；Reinforcement cage structure is internally provided with multiple interior reinforcement stirrups 6,
The tie point position of interior reinforcement stirrup 6 and lengthways main steel bar 4 is by being welded and fixed；
Die carrier structure includes that two mould bases pedestals 1 and two rotatable support frames 2, rotatable support frame 2 are separately positioned on reinforcing bar
The top of the bottom at the both ends of basket structure, rotatable support frame 2 is connect with reinforcement cage structure, and bottom is fixedly connected with mould bases pedestal 1.
It is arranged in parallel between more lengthways main steel bars 4.It is arranged in parallel between annulus frame body 5 and interior reinforcement stirrup 6.
The equal length of two rotatable support frames 2, and be arranged perpendicular to mould bases pedestal 1.
The construction method of pile foundation reinforcement cage production mould bases, comprising the following steps:
Step 1: determining every section length of reinforcing cage and diameter according to drawing and arrangement and method for construction,.The front and back mould bases that will be made
It is positioned in steel bar meter field, guarantees that two mould bases height are consistent and annulus frame body place plane is parallel, while paying attention to front and back mould bases
Spacing should be less than single-unit length of reinforcing cage, and be greater than in single-unit steel reinforcement cage both ends and reinforce stirrup spacing from such as: single-unit steel reinforcement cage is longitudinal
Main reinforcement is 12 meters long, and when interior reinforcement stirrup spacing is 2 meters, front and back mould bases spacing may be configured as 11 meters；
Step 2: the longitudinal reinforcement processed is fixed in the corresponding position of front and back mould bases using lock, according to main reinforcement number
The lock that corresponding number is set on annulus frame body is measured, and guarantees that lock spacing is consistent.Such as: when longitudinal reinforcement is 18, circle
Setting lock 18 on ring stand body, the arc spacing latched between midpoint is π R/18 (R is steel reinforcement cage diameter).Longitudinal reinforcement connects
Continue and start the interior stirrup that installation processes when having fixed 9 formation semicolumns, and main reinforcement and stirrup spot welding is secured；
Step 3: reinforce stirrup in all and remaining lengthways main steel bar, and the firm welding between stirrup are installed afterwards in place, all
After main reinforcement is in place, steel reinforcement cage is hung surely with lifting equipment, removes all locks, annulus frame body is rotated 90 degree to two adjacent longitudinal directions
Steel reinforcement cage is lifted by crane in gap between main reinforcement；
Step 4: steel reinforcement cage is hung to elsewhere and installs outer stirrup, and annulus frame body is playbacked.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (5)
1. a kind of fabrication of reinforcing cage mould bases, which is characterized in that including reinforcement cage structure and die carrier structure；Die carrier structure includes mould bases
Pedestal (1), rotatable support frame (2), detachable lock (3)；Reinforcement cage structure includes lengthways main steel bar (4), annulus frame body (5) and interior
Reinforce stirrup (6)；Wherein:
Lengthways main steel bar (4) is provided with more, and there are two annulus frame body (5) settings, and lengthways main steel bar (4) is around annulus frame body (5)
Each tie point position of circumference and at equal intervals setting, lengthways main steel bar (4) and annulus frame body (5), which passes through, detachably to be latched
(3) installation is fixed, lengthways main steel bar (4) and annulus frame body (5) form reinforcement cage structure；Reinforcement cage structure is internally provided with more
The tie point position of a interior reinforcement stirrup (6), interior reinforcement stirrup (6) and lengthways main steel bar (4) is by being welded and fixed；
Die carrier structure includes that two mould bases pedestals (1) and two rotatable support frames (2), rotatable support frame (2) are separately positioned on steel
The top of the bottom at the both ends of muscle basket structure, rotatable support frame (2) is connect with reinforcement cage structure, and bottom and mould bases pedestal (1) are solid
Fixed connection.
2. fabrication of reinforcing cage mould bases according to claim 1, which is characterized in that mutually flat between more lengthways main steel bars (4)
Row setting.
3. fabrication of reinforcing cage mould bases according to claim 1, which is characterized in that annulus frame body (5) and interior reinforcement stirrup (6)
Between it is arranged in parallel.
4. fabrication of reinforcing cage mould bases according to claim 1, which is characterized in that the length phase of two rotatable support frames (2)
Deng, and be arranged perpendicular to mould bases pedestal (1).
5. a kind of construction method of fabrication of reinforcing cage mould bases, which comprises the following steps:
(1) front and back die carrier structure is positioned according to determining every section reinforcement cage structure length, it is necessary to assure the spacing of die carrier structure
From single-unit reinforcement cage structure length is less than, while front and back die carrier structure be must assure that in parallel；
(2) lengthways main steel bar processed is installed to positioning on the die carrier structure of front and back, and uses detachable lock padlock jail；
(3) lengthways main steel bar, which is installed, to form half bowlder and starts to install interior reinforcement stirrup, and by lengthways main steel bar and interior reinforcement stirrup spot welding
Securely；
(4) in reinforce stirrup be installed after continue that remaining lengthways main steel bar is installed, successively using detachable lock padlock jail after with it is interior
It is secured to reinforce stirrup spot welding；
(5) after lengthways main steel bar and the welding of interior reinforcement stirrup are fully completed, steel reinforcement cage is hung surely with lifting equipment, it will be all longitudinal main
Muscle lock disengages, and front and back die carrier structure is rotated horizontally, and guarantees die carrier structure between adjacent lengthways main steel bar gap, by steel reinforcement cage
Structure vertical lifts by crane and is hung to products storage area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811455156.3A CN109365696B (en) | 2018-11-30 | 2018-11-30 | Steel reinforcement cage manufacturing formwork and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811455156.3A CN109365696B (en) | 2018-11-30 | 2018-11-30 | Steel reinforcement cage manufacturing formwork and construction method |
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| CN109365696A true CN109365696A (en) | 2019-02-22 |
| CN109365696B CN109365696B (en) | 2020-08-18 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106792A (en) * | 2019-06-11 | 2019-08-09 | 成都交投建筑工业化有限公司 | Steel reinforcement cage binding device and manufacture craft |
| CN114247833A (en) * | 2021-11-23 | 2022-03-29 | 中铁四局集团第四工程有限公司 | Hinge type large-diameter pipe joint reinforcement cage shaping formwork and construction method |
| CN110000311B (en) * | 2019-03-26 | 2024-01-23 | 中国五冶集团有限公司 | Reinforcement cage manufacturing device and method |
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| JPH06210386A (en) * | 1992-10-08 | 1994-08-02 | Takenaka Komuten Co Ltd | Auxiliary assembling device for site pile driving reinforced steel cage |
| CN101245595A (en) * | 2008-03-18 | 2008-08-20 | 启东建筑集团有限公司 | Method for manufacturing big diameter borehole filling pile cage of reinforcement |
| CN103350165A (en) * | 2013-06-28 | 2013-10-16 | 中国一冶集团有限公司 | Processing device and method capable of manufacturing reinforcement cages with different diameters |
| CN204645024U (en) * | 2015-04-28 | 2015-09-16 | 广州市市政集团有限公司 | Pile foundation steel bar cage skeleton processing moulding bed |
| CN105562562A (en) * | 2014-10-14 | 2016-05-11 | 罗江 | Weaving method for digging pile reinforcement cage |
| CN206220089U (en) * | 2016-11-22 | 2017-06-06 | 云南省建设投资控股集团有限公司 | A kind of bridge reinforcement cage makes positioner |
| CN206543853U (en) * | 2017-03-17 | 2017-10-10 | 中铁十一局集团城市轨道工程有限公司 | A kind of device for molding reinforcement cage |
-
2018
- 2018-11-30 CN CN201811455156.3A patent/CN109365696B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06210386A (en) * | 1992-10-08 | 1994-08-02 | Takenaka Komuten Co Ltd | Auxiliary assembling device for site pile driving reinforced steel cage |
| CN101245595A (en) * | 2008-03-18 | 2008-08-20 | 启东建筑集团有限公司 | Method for manufacturing big diameter borehole filling pile cage of reinforcement |
| CN103350165A (en) * | 2013-06-28 | 2013-10-16 | 中国一冶集团有限公司 | Processing device and method capable of manufacturing reinforcement cages with different diameters |
| CN105562562A (en) * | 2014-10-14 | 2016-05-11 | 罗江 | Weaving method for digging pile reinforcement cage |
| CN204645024U (en) * | 2015-04-28 | 2015-09-16 | 广州市市政集团有限公司 | Pile foundation steel bar cage skeleton processing moulding bed |
| CN206220089U (en) * | 2016-11-22 | 2017-06-06 | 云南省建设投资控股集团有限公司 | A kind of bridge reinforcement cage makes positioner |
| CN206543853U (en) * | 2017-03-17 | 2017-10-10 | 中铁十一局集团城市轨道工程有限公司 | A kind of device for molding reinforcement cage |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110000311B (en) * | 2019-03-26 | 2024-01-23 | 中国五冶集团有限公司 | Reinforcement cage manufacturing device and method |
| CN110106792A (en) * | 2019-06-11 | 2019-08-09 | 成都交投建筑工业化有限公司 | Steel reinforcement cage binding device and manufacture craft |
| CN114247833A (en) * | 2021-11-23 | 2022-03-29 | 中铁四局集团第四工程有限公司 | Hinge type large-diameter pipe joint reinforcement cage shaping formwork and construction method |
| CN114247833B (en) * | 2021-11-23 | 2022-10-18 | 中铁四局集团第四工程有限公司 | Hinge type large-diameter pipe joint reinforcement cage shaping formwork and construction method |
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| CN109365696B (en) | 2020-08-18 |
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