CN203209591U - Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage - Google Patents
Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage Download PDFInfo
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- CN203209591U CN203209591U CN 201220598445 CN201220598445U CN203209591U CN 203209591 U CN203209591 U CN 203209591U CN 201220598445 CN201220598445 CN 201220598445 CN 201220598445 U CN201220598445 U CN 201220598445U CN 203209591 U CN203209591 U CN 203209591U
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- reinforcement cage
- main muscle
- pile foundation
- steel reinforcement
- long pile
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Abstract
The utility model discloses a standard processing device for a big-diameter extra-long pile foundation full pre-assembly reinforcement cage. The standard processing device for the big-diameter extra-long pile foundation full pre-assembly reinforcement cage is characterized in that: the standard processing device includes a main reinforcement strengthening rings, a main reinforcement positioning plates, a platform bottom support and vertical positioning scales; the plurality of parallel main reinforcement positioning steel plates are fixed on the platform bottom support, each of the parallel main reinforcement positioning steel plates is provided with a main reinforcement positioning groove of the reinforcement cage at the upper edge, and two sides of each parallel main reinforcement positioning steel plate are provided with the vertical positioning scales; the main reinforcements of the reinforcement cage fixed by the main reinforcement positioning steel plates are fixed with the main reinforcement strengthening ring. The standard processing device for the big-diameter extra-long pile foundation full pre-assembly reinforcement cage can be easily manufactured, and can be disassembled and reused at any time, since the members of the standard processing device are connected by blots. The standard processing device is also easy for use, making processing of the reinforcement cage convenient and fast. With the standard processing device, labor force and materials is saved, construction cost is reduced, and quality of the reinforcement cage is guaranteed. The standard processing device can be widely used for the manufacturing of a variety of pile foundation reinforcement cages, especially for the manufacturing of the big-diameter extra-long pile foundation reinforcement cages.
Description
Technical field
The utility model relates to the complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of a kind of great diameter and long pile foundation.
Background technology
Along with the development of China's infrastructure construction, under complex geological condition the application of great diameter and long pile foundation more and more widely, particularly in some large road bridges, railroad bridge and high-rise building, the application of large diameter pile, ultra-long pile is more and more.How to guarantee quality, the fabrication and installation efficient of steel reinforcement cage processing, become a problem that can not be ignored in the pile foundation construction.Particularly in some great diameter and long pile foundation constructions, the requirement on machining accuracy of steel reinforcement cage is more and more higher, for guaranteeing standardization, standardization and the operation summary of steel reinforcement cage processing, needs the novel pile foundation steel reinforcement cage processing unit (plant) of design.
The utility model content
Technical problem to be solved in the utility model provides the complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of a kind of great diameter and long pile foundation, problems such as loaded down with trivial details, the inefficiency of working procedure, difficult quality guarantee when solving existing great diameter and long pile foundation steel reinforcement cage processing and making.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
The complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of a kind of great diameter and long pile foundation is characterized in that: comprise main muscle stiffening ring, main muscle fixing steel plate, platform bottom support and vertical Position Scale;
The fixing parallel main muscle fixing steel plate of polylith on the described platform bottom support, every main muscle fixing steel plate upper limb is equipped with the main muscle locating groove of steel reinforcement cage, and every main muscle fixing steel plate both sides are fixed vertical Position Scale respectively; Main muscle and main muscle stiffening ring by every fixing steel reinforcement cage of described main muscle fixing steel plate are fixed.
Described platform bottom support is made up of two angle steel, welding bottom support fixing steel plate on the platform bottom support, and this bottom support fixing steel plate is fixedlyed connected with main muscle fixing steel plate by bolt.
Described main muscle fixing steel plate is bolted to connection with vertical Position Scale.
Described vertical Position Scale is made up of angle steel, at this angle steel the corresponding graduation mark that is used for the main muscle absolute altitude control of steel reinforcement cage is set.
Be provided with in the described main muscle stiffening ring in the stiffening ring and support.
The complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of described great diameter and long pile foundation, it is characterized in that: also comprise main muscle stiffening ring processing mold, main muscle stiffening ring processing mold is made up of steel disk, positioning convex column and a hole clipping; Fixedly on the circumference of steel disk, distance equates with the main muscle spacing of steel reinforcement cage between the positioning convex column with positioning convex column, and the radius of a circle of positioning convex column formation is consistent with main muscle stiffening ring interior diameter; Hole clipping is located at steel disk central authorities.
The complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of described great diameter and long pile foundation, it is characterized in that: also comprise the stirrup spacing control jig of steel reinforcement cage, this jig is made up of handle, kelly, spacing control straight-bar and reference column; Handle one end is kelly fixedly, kelly bottom constant spacing control straight-bar, and spacing control straight-bar is provided with reference column.
Of the present utility model have a following beneficial effect:
Adopt main muscle stiffening ring processing mold of the present utility model to be used for the main muscle stiffening ring of processing; The main effect of main muscle fixing steel plate is in order to controlling the position of steel reinforcement cage processing unit (plant) bottom master's muscle, and forms the initial stage skeleton, and convenient fixing main muscle stiffening ring is to carry out next step operation; The effect of vertical Position Scale is the absolute altitude of making steel reinforcement cage processing unit (plant) top master's muscle, thereby is welded together to form preliminary skeleton in the steel reinforcement cage processing with main muscle stiffening ring; Stirrup spacing control jig is the position in order to quick location stirrup.
The utility model processing unit (plant) is made simply, each member connects by bolt, can dismantle recycling at any time, use operation simple, that steel reinforcement cage is processed convenient and swift, saves great amount of manpower and material resources, has reduced construction cost.This device can guarantee the quality of steel reinforcement cage, and is widely used in the making of all kinds of pile foundation steel reinforcement cages, particularly the steel reinforcement cage processing and fabricating of great diameter and long stake.
Description of drawings
Fig. 1 is the utility model master muscle stiffening ring processing mold figure
Fig. 2 is the utility model structure front schematic view
Fig. 3-1 is the a-quadrant drawing of Fig. 2
Fig. 3-2 is the B zone drawing of Fig. 2
Fig. 4 is the utility model texture edge schematic diagram
Fig. 5-1 is the C zone drawing of Fig. 4
Fig. 5-2 is the D zone drawing of Fig. 4
Fig. 6 is the vertical view of the utility model structure
Fig. 7 is the E zone drawing of Fig. 6
Fig. 8 is the stirrup spacing control card composition of signing an undertaking
Among the figure, the vertical Position Scale of 1-; The 2-scale; 3-master's muscle stiffening ring; Support in the 4-stiffening ring; 5-master's muscle fixing steel plate; The 6-bolt; 7-bottom support fixing steel plate; 8-platform bottom support; The 9-positioning convex column; 10-steel disk; 11-master's muscle stiffening ring processing mold; 12-stiffening ring processing mold installing hole; The 13-handle; The 14-kelly; 15-spacing control straight-bar; The 16-reference column.
The specific embodiment
Shown in Fig. 1-8, the complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of a kind of great diameter and long pile foundation is characterized in that: comprise main muscle stiffening ring, main muscle fixing steel plate, platform bottom support and vertical Position Scale;
The fixing parallel main muscle fixing steel plate of polylith on the described platform bottom support, every main muscle fixing steel plate upper limb is equipped with the main muscle locating groove of steel reinforcement cage, and every main muscle fixing steel plate both sides are fixed vertical Position Scale respectively; Main muscle and main muscle stiffening ring by every fixing steel reinforcement cage of described main muscle fixing steel plate are fixed.
Described platform bottom support is made up of two angle steel, welding bottom support fixing steel plate on the platform bottom support, and this bottom support fixing steel plate is fixedlyed connected with main muscle fixing steel plate by bolt.
Described main muscle fixing steel plate is bolted to connection with vertical Position Scale.
Described vertical Position Scale is made up of angle steel, at this angle steel the corresponding graduation mark that is used for the main muscle absolute altitude control of steel reinforcement cage is set.
Be provided with in the described main muscle stiffening ring in the stiffening ring and support.
The complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of described great diameter and long pile foundation, it is characterized in that: also comprise main muscle stiffening ring processing mold, main muscle stiffening ring processing mold is made up of steel disk, positioning convex column and a hole clipping; Fixedly on the circumference of steel disk, distance equates with the main muscle spacing of steel reinforcement cage between the positioning convex column with positioning convex column, and the radius of a circle of positioning convex column formation is consistent with main muscle stiffening ring interior diameter; Hole clipping is located at steel disk central authorities.Main muscle stiffening ring processing mold is installed on the angle-bender, processes main muscle stiffening ring.
The complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of described great diameter and long pile foundation, it is characterized in that: also comprise the stirrup spacing control jig of steel reinforcement cage, this jig is made up of handle, kelly, spacing control straight-bar and reference column; Handle one end is kelly fixedly, kelly bottom constant spacing control straight-bar, and spacing control straight-bar is provided with reference column.
The steel reinforcement cage framework is tentatively made: at first main muscle is placed in the locating notch on the main muscle fixing steel plate, then main muscle stiffening ring point is welded on the main muscle.And so forth, finish the location of all main muscle stiffening rings.Steel reinforcement cage residue frame manufacture: according to the scale on the vertical Position Scale, orient the position of all the other main muscle by the method for backguy.Whenever orienting a main muscle needs itself and each main muscle stiffening ring spot welding is fixed.Repeat aforesaid operations then, fixedly finish up to main muscle.At last the stirrup point is welded on the main muscle framework.The localization method of stirrup is: at first by steel ruler orient one the circle stirrup and with main muscle spot welding, use the kelly of stirrup spacing control jig to block stirrup and main muscle and it is close to then, adjusting the reference column that jig makes the jig end again leans against on the stirrup of last welding, at last the stirrup point is welded on the main muscle, removes stirrup spacing control jig and carry out next stirrup pad welding.Repeat aforesaid operations and finish the making of namely finishing steel reinforcement cage up to the stirrup location.
Claims (7)
1. the complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of great diameter and long pile foundation is characterized in that: comprise main muscle stiffening ring, main muscle fixing steel plate, platform bottom support and vertical Position Scale;
The fixing parallel main muscle fixing steel plate of polylith on the described platform bottom support, every main muscle fixing steel plate upper limb is equipped with the main muscle locating groove of steel reinforcement cage, and every main muscle fixing steel plate both sides are fixed vertical Position Scale respectively; Main muscle and main muscle stiffening ring by every fixing steel reinforcement cage of described main muscle fixing steel plate are fixed.
2. great diameter and long pile foundation as claimed in claim 1 is pieced together steel reinforcement cage standardization processing unit (plant) entirely in advance, it is characterized in that: described platform bottom support is made up of two angle steel, welding bottom support fixing steel plate on the platform bottom support, this bottom support fixing steel plate is fixedlyed connected with main muscle fixing steel plate by bolt.
3. great diameter and long pile foundation as claimed in claim 1 is pieced together steel reinforcement cage standardization processing unit (plant) entirely in advance, it is characterized in that: described main muscle fixing steel plate is bolted to connection with vertical Position Scale.
4. great diameter and long pile foundation as claimed in claim 1 is pieced together steel reinforcement cage standardization processing unit (plant) entirely in advance, and it is characterized in that: described vertical Position Scale is made up of angle steel, at this angle steel the graduation mark that the corresponding main muscle absolute altitude that is used for steel reinforcement cage is controlled is set.
5. the complete pre-steel reinforcement cage standardization processing unit (plant) of piecing together of great diameter and long pile foundation as claimed in claim 1 is characterized in that: be provided with in the described main muscle stiffening ring in the stiffening ring and support.
6. great diameter and long pile foundation as claimed in claim 1 is pieced together steel reinforcement cage standardization processing unit (plant) entirely in advance, and it is characterized in that: also comprise main muscle stiffening ring processing mold, main muscle stiffening ring processing mold is made up of steel disk, positioning convex column and a hole clipping; Fixedly on the circumference of steel disk, distance equates with the main muscle spacing of steel reinforcement cage between the positioning convex column with positioning convex column, and the radius of a circle of positioning convex column formation is consistent with main muscle stiffening ring interior diameter; Hole clipping is located at steel disk central authorities.
7. great diameter and long pile foundation as claimed in claim 1 is pieced together steel reinforcement cage standardization processing unit (plant) entirely in advance, it is characterized in that: also comprise the stirrup spacing control jig of steel reinforcement cage, this jig is made up of handle, kelly, spacing control straight-bar and reference column; Handle one end is kelly fixedly, kelly bottom constant spacing control straight-bar, and spacing control straight-bar is provided with reference column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220598445 CN203209591U (en) | 2012-11-14 | 2012-11-14 | Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220598445 CN203209591U (en) | 2012-11-14 | 2012-11-14 | Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage |
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| CN203209591U true CN203209591U (en) | 2013-09-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220598445 Expired - Fee Related CN203209591U (en) | 2012-11-14 | 2012-11-14 | Standard processing device for big-diameter extra-long pile foundation full pre-assembly reinforcement cage |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103586374A (en) * | 2013-11-20 | 2014-02-19 | 中交二航局第四工程有限公司 | Serration-type steel reinforcement cage machining jig frame and construction method thereof |
| CN104358251A (en) * | 2014-11-21 | 2015-02-18 | 中国十七冶集团有限公司 | Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method |
| CN105761609A (en) * | 2016-03-10 | 2016-07-13 | 云南经济管理学院 | Detachable building element steel reinforcement cage model |
-
2012
- 2012-11-14 CN CN 201220598445 patent/CN203209591U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103586374A (en) * | 2013-11-20 | 2014-02-19 | 中交二航局第四工程有限公司 | Serration-type steel reinforcement cage machining jig frame and construction method thereof |
| CN103586374B (en) * | 2013-11-20 | 2015-10-21 | 中交二航局第四工程有限公司 | A kind of serration type steel reinforcement cage processing moulding bed and construction method thereof |
| CN104358251A (en) * | 2014-11-21 | 2015-02-18 | 中国十七冶集团有限公司 | Main reinforcement distance control device during pile foundation project reinforcement cage manufacturing and pile foundation project reinforcement cage manufacturing method |
| CN105761609A (en) * | 2016-03-10 | 2016-07-13 | 云南经济管理学院 | Detachable building element steel reinforcement cage model |
| CN105761609B (en) * | 2016-03-10 | 2018-08-24 | 云南经济管理学院 | Reassembling type building element steel reinforcement cage model |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Patent director of China Construction Third Bureau Construction Engineering Co., Ltd Document name: Notice of termination of patent |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130925 Termination date: 20191114 |