CN103806442A - Positioning method for digging pile steel reinforcement cage - Google Patents

Positioning method for digging pile steel reinforcement cage Download PDF

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Publication number
CN103806442A
CN103806442A CN201410078822.1A CN201410078822A CN103806442A CN 103806442 A CN103806442 A CN 103806442A CN 201410078822 A CN201410078822 A CN 201410078822A CN 103806442 A CN103806442 A CN 103806442A
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CN
China
Prior art keywords
digging pile
reinforcement cage
reinforcing cage
hole digging
steel reinforcement
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201410078822.1A
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Chinese (zh)
Inventor
贺昶明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Ya Hao Real Estate Co ltd
Original Assignee
Sichuan Ya Hao Real Estate Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sichuan Ya Hao Real Estate Co ltd filed Critical Sichuan Ya Hao Real Estate Co ltd
Priority to CN201410078822.1A priority Critical patent/CN103806442A/en
Publication of CN103806442A publication Critical patent/CN103806442A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a positioning method for a digging pile steel reinforcement cage. The positioning method comprises the following steps: first, placing two positioning mechanisms used for manufacturing the digging pile steel reinforcement cage on level ground to enable the positioning rings of the positioning mechanisms to be positioned on the same plane; then, placing required annular stirrups between the two positioning mechanisms used for manufacturing the digging pile steel reinforcement cage, penetrating straight reinforcing steel bars through the stirrups, and placing one straight reinforcing steel bar on a positioning hook to enable each straight reinforcing steel bar to be parallel to the ground; finally, respectively binding the stirrups at the two ends to the straight reinforcing steel bar, during binding, taking the reinforcing steel bar placed in the positioning hook out of the reinforcing steel bar, then connecting the reinforcing steel bar with the nearby stirrup; after the stirrups at the two ends are connected, respectively connecting the intermediate stirrups, and taking the steel reinforcement cage and moving away the steel reinforcement cage after all stirrups are connected, so that the positioning of the digging pile steel reinforcement cage is completed. According to the positioning method, the binding quality pass rate of the steel reinforcement cage is increased, the labor efficiency of workers is improved, the material waste is reduced, and moreover, the cost for producing the steel reinforcement cage is reduced.

Description

A kind of localization method of hole digging pile reinforcing cage
Technical field
The present invention relates to the fabrication tool of hole digging pile reinforcing cage in a kind of building trade, specifically refer to a kind of localization method of hole digging pile reinforcing cage.
Background technology
In building trade, particularly in industrial foundation, communal facility infrastructure, according to different earth formations, orographic condition, usually need to carry out borehole operation, set up hole digging pile in borehole inside, for example, build house in mountain area, overhead railway, sky way etc., in its structure from the bottom up, all there is hole digging pile.Hole digging pile refers in the hole that excavates formation installs reinforcing cage, with Concrete Filled, the cylindrical infrastructure pile foundation forming, its effect is that building ground weight is passed to stratum by pile foundation, guarantees the stable of building, just as nailing on plank, building constructure on nail, make the relative earth's surface of building stable, prevent the relative earth's surface of whole building to slide with this, guarantee property and life security.Reinforcing cage is as the skeleton of hole digging pile, it connects must be stable, can not there is loosening phenomenon, otherwise, because the loosening inner concrete stress of hole digging pile that causes of reinforcing bar is eliminated, further cause the stress-bearing capability of hole digging pile to decline, affect workmanship and construction speed, therefore the connection of hole digging pile reinforcing cage is extremely important.Traditional reinforcing cage manufacture method has following two kinds: the first, and at least two workmans connect the steel hoop at reinforcing cage two ends respectively respectively simultaneously with a reinforcing bar, adjust behind its position, connect next root; The second: first the steel hoop at two ends and straight reinforcing bar are welded respectively to each steel hoop of bind therebetween.But above two kinds of methods all have more problem: the first method of attachment, need the coordination ability between each workman very good, careless slightly, not only all that has been achieved is spoiled in connection failure, and easily injure workman's safety; The second method of attachment is comparatively safe, and still, if welding position is improper, modification will be very difficult, and the expense cost of wasting time and energy, and even causes reinforcing bar to be scrapped.
Summary of the invention
The object of the invention is to overcome in current hole digging pile reinforcing cage welding process, connect difficulty, inefficiency, the uneven problem of workmanship, provide a kind of localization method of hole digging pile reinforcing cage, so that hole digging pile reinforcing cage is manufactured efficiency, quality is all improved.
Object of the present invention is achieved through the following technical solutions:
A localization method for hole digging pile reinforcing cage is first placed two detent mechanisms of manufacturing for hole digging pile reinforcing cage on level ground, makes its retainer ring in same plane; Then between two detent mechanisms for the manufacture of hole digging pile reinforcing cage, place required ring-shaped stirrup, straight reinforcing bar is passed to stirrup, a straight reinforcing bar is placed on location hook of the present invention, make every straight reinforcing bar all parallel to the ground, finally by two ends stirrup respectively with straight reinforcing bar bind, when bind, the reinforcing bar being placed in location hook is taken out to location hook, be connected with stirrup nearby, after the stirrup at two ends all connects, the stirrup in the middle of connecting respectively, after all having connected, reinforcing cage is taken out and born away, complete the location of hole digging pile reinforcing cage.
Described detent mechanism comprises abase frame, in described abase frame, is provided with retainer ring, is at least provided with the location hook of three opening upwards on described retainer ring, and retainer ring and all location hooks are in same plane.
The even branch of described location hook is on retainer ring.
Also comprise the fixing ring seat between abase frame and retainer ring.
Between described fixing ring seat and retainer ring, be welding between fixing ring seat and abase frame.
The present invention compared with prior art, has following advantage and beneficial effect:
The localization method of a kind of hole digging pile reinforcing cage of 1 the present invention, is distributed with location hook on it, each reinforcing bar can be placed on annulus according to required, has avoided reinforcing bar problem pockety;
The localization method of a kind of hole digging pile reinforcing cage of 2 the present invention, retainer ring is slightly less than the internal diameter of reinforcing cage, and the reinforcing bar on it is easy to connect, and has solved the problem that reinforcing cage rolls;
The localization method of a kind of hole digging pile reinforcing cage of 3 the present invention, has increased the up-to-standard rate of reinforcing cage colligation, has improved workman's efficiency;
The localization method of a kind of hole digging pile reinforcing cage of 4 the present invention, has not only reduced waste of material, and has reduced the cost of producing reinforcing cage.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Mark and corresponding component title in accompanying drawing:
1-abase frame, 2-retainer ring, 3-location hook, 4-fixes ring seat.
The specific embodiment
Below in conjunction with embodiment, the present invention is described in further detail, but embodiments of the present invention are not limited to this.
Embodiment
As shown in Figure 1, status of the present invention mechanism comprises having the abase frame 1 that supports fixation, in abase frame 1, be welded with fixing ring seat 4, in fixing ring seat 4, be welded with retainer ring 2, the disc vertical bottom face of retainer ring 2, on retainer ring 2, be provided with the location hook 3 of several opening upwards, location hook 3 all be distributed on retainer ring 2.
Determine the diameter of retainer ring 2 according to the diameter of the hole digging pile reinforcing cage of required manufacture, the diameter of retainer ring 2 is slightly less than the diameter of reinforcing cage, fix on the ground two the present invention, straight reinforcing bar is placed in location hook 3, by the stirrup thin wire and straight reinforcing bar bind that are enclosed within on straight reinforcing bar, when each bind, by straight reinforcing bar from the interior taking-up of location hook 3, with stirrup bind, repeat above step nearby, just can the good reinforcing cage of bind.So, not only omitted the problem of finding reinforcing bar location, made between the straight reinforcing bar of reinforcing cage distance identical, quality is guaranteed.
As mentioned above, just can realize well the present invention.

Claims (5)

1. a localization method for hole digging pile reinforcing cage, is characterized in that: first on level ground, place two detent mechanisms of manufacturing for hole digging pile reinforcing cage, make its retainer ring (2) in same plane; Then between two detent mechanisms for the manufacture of hole digging pile reinforcing cage, place required ring-shaped stirrup, straight reinforcing bar is passed to stirrup, a straight reinforcing bar is placed on location hook (3), make every straight reinforcing bar all parallel to the ground, finally by two ends stirrup respectively with straight reinforcing bar bind, when bind, the reinforcing bar that will be placed in location hook (3) takes out location hook (3), be connected with stirrup nearby, after the stirrup at two ends all connects, the stirrup in the middle of connecting respectively, after all having connected, reinforcing cage is taken out and born away, complete the location of hole digging pile reinforcing cage.
2. the localization method of a hole digging pile reinforcing cage, it is characterized in that: described detent mechanism comprises abase frame (1), in described abase frame (1), be provided with retainer ring (2), on described retainer ring (2), be at least provided with the location hook (3) of three opening upwards, retainer ring (2) and all location hooks (3) are in same plane.
3. the localization method of a kind of hole digging pile reinforcing cage according to claim 2, is characterized in that: the even branch of described location hook (3) is on retainer ring (2).
4. the localization method of a kind of hole digging pile reinforcing cage according to claim 2, is characterized in that: also comprise the fixing ring seat (4) being positioned between abase frame (1) and retainer ring (2).
5. the localization method of a kind of hole digging pile reinforcing cage according to claim 2, is characterized in that: between described fixing ring seat (4) and retainer ring (2), be welding between fixing ring seat (4) and abase frame (1).
CN201410078822.1A 2014-03-06 2014-03-06 Positioning method for digging pile steel reinforcement cage Pending CN103806442A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410078822.1A CN103806442A (en) 2014-03-06 2014-03-06 Positioning method for digging pile steel reinforcement cage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410078822.1A CN103806442A (en) 2014-03-06 2014-03-06 Positioning method for digging pile steel reinforcement cage

Publications (1)

Publication Number Publication Date
CN103806442A true CN103806442A (en) 2014-05-21

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Application Number Title Priority Date Filing Date
CN201410078822.1A Pending CN103806442A (en) 2014-03-06 2014-03-06 Positioning method for digging pile steel reinforcement cage

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032729A (en) * 2014-06-12 2014-09-10 中国五冶集团有限公司 Manufacturing method of dug pile reinforcement cage
CN106401074A (en) * 2016-06-12 2017-02-15 中交公局第二工程有限公司 Stirrup-staggered comb-shaped positioner for steel reinforcement cages

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009299380A (en) * 2008-06-16 2009-12-24 Senshu Iwatani:Kk Method of assembling reinforcement cage and assembly supporting tool used for the method
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
CN201873988U (en) * 2010-12-13 2011-06-22 中铁九局集团第二工程有限公司 Drilled pile reinforcing cage mould
CN202017200U (en) * 2011-04-20 2011-10-26 中国五冶集团有限公司 Positioning ring used for manufacture of hole digging pile reinforcement cage
CN202194126U (en) * 2011-09-02 2012-04-18 中铁上海工程局第一工程有限公司 Fixture for reinforcement cages of bored piles
CN202826042U (en) * 2012-05-15 2013-03-27 中铁四局集团第四工程有限公司 Die capable of quickly manufacturing reinforcement cage

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009299380A (en) * 2008-06-16 2009-12-24 Senshu Iwatani:Kk Method of assembling reinforcement cage and assembly supporting tool used for the method
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
CN201873988U (en) * 2010-12-13 2011-06-22 中铁九局集团第二工程有限公司 Drilled pile reinforcing cage mould
CN202017200U (en) * 2011-04-20 2011-10-26 中国五冶集团有限公司 Positioning ring used for manufacture of hole digging pile reinforcement cage
CN202194126U (en) * 2011-09-02 2012-04-18 中铁上海工程局第一工程有限公司 Fixture for reinforcement cages of bored piles
CN202826042U (en) * 2012-05-15 2013-03-27 中铁四局集团第四工程有限公司 Die capable of quickly manufacturing reinforcement cage

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032729A (en) * 2014-06-12 2014-09-10 中国五冶集团有限公司 Manufacturing method of dug pile reinforcement cage
CN106401074A (en) * 2016-06-12 2017-02-15 中交公局第二工程有限公司 Stirrup-staggered comb-shaped positioner for steel reinforcement cages
CN106401074B (en) * 2016-06-12 2019-02-19 中交一公局第二工程有限公司 A kind of reinforcing cage stirrup dislocation type comb shape positioning device

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Application publication date: 20140521