CN104353761A - Automatic interweaving device for reinforcing bar ropes of underground continuous wall - Google Patents
Automatic interweaving device for reinforcing bar ropes of underground continuous wall Download PDFInfo
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- CN104353761A CN104353761A CN201410603577.1A CN201410603577A CN104353761A CN 104353761 A CN104353761 A CN 104353761A CN 201410603577 A CN201410603577 A CN 201410603577A CN 104353761 A CN104353761 A CN 104353761A
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- reinforcing bar
- double
- guide plate
- spiral groove
- slide block
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Abstract
The invention discloses an automatic interweaving device for reinforcing bar ropes of an underground continuous wall. For the existing underground continuous wall, generally, a reinforcing cage is perpendicularly put in wall guiding grooves by a crane, and the volume of the reinforcing cage is large, so that the reinforcing cage is difficult to hoist and put in the wall guiding grooves. A first double helix groove, a second double helix groove and a third double helix groove are all formed in a first double helix shaft and a second double helix shaft of the device disclosed by the invention; a first sliding block component, a second sliding block component and a third sliding block component are all in sliding connection with the first double helix shaft; a fourth sliding block component, a fifth sliding block component and a sixth sliding block component are all in sliding connection with the second double helix shaft; the two ends of a first guide plate are respectively fixed to the first sliding block component and the fourth sliding block component; the two ends of the second guide plate are respectively fixed to the second sliding block component and the fifth sliding block component; the two ends of the third guide plate are respectively fixed to the third sliding block component and the sixth sliding block component. Through the adoption of the device disclosed by the invention, the reinforcing bar ropes can be continuously woven underground to be matched with the release of reinforcing bars, and a reinforcing bar net can be continuously woven.
Description
Technical field
The invention belongs to building machinery field, relate to reinforcing bar knitting mechanism, be specifically related to the automatic interlaced device of a kind of diaphram wall reinforcing bar rope.
Background technology
Ground is the foundation of building, along with the development of building trade, more and more higher to the efficiency requirements of laying the foundations.Drilling machine is now generally adopted to form stake holes on building sites in foundation soil, steel reinforcement cage is woven by workman, again steel reinforcement cage is put into stake holes, again toward wherein pouring into a mould mixed pise ground, there is the shortcoming that step is numerous and diverse, efficiency is low, consume manpower, and the foundation wall set up is not continuous print, intensity is lower; Existing diaphram wall is generally first by various trench machine, dig out in underground and lead wall chase, in groove, put into guide wall form board again support, then human weld's reinforcing steel bar cage, utilizes crane reinforcing steel bar cage vertically to be put into and leads wall chase, last toward wherein building mixed earth, step is numerous and diverse, efficiency is lower, and reinforcing steel bar cage volume is large, lifts by crane and put into that to lead wall chase be a difficult problem; Existing operating type needs manually to climb to operation in the soil box of below ground, there is insecurity.Design and a kind ofly can at the device of underground continuous weaving reinforcing bar rope, then coordinate reinforcing bar to throw in, bar-mat reinforcement can be gone out in underground continuous weaving, thus save human weld's reinforcing steel bar cage, by reinforcing steel bar cage lifting with put into the process leading wall chase.
Summary of the invention
The object of the invention is for the deficiencies in the prior art, there is provided a kind of diaphram wall reinforcing bar rope automatic interlaced device, at underground continuous weaving reinforcing bar rope, reinforcing bar is coordinated to throw in, in underground, continuous weaving goes out bar-mat reinforcement, thus save human weld's reinforcing steel bar cage, by reinforcing steel bar cage lifting and put into the process leading wall chase.
The present invention includes frame, the first double-screw shaft, the second double-screw shaft, the first slide block assembly, the second slide block assembly, the 3rd slide block assembly, Four-slider assembly, the 5th slide block assembly, the 6th slide block assembly, the first guide plate, the second guide plate and the 3rd guide plate; The first described double-screw shaft and the second double-screw shaft are hinged on the two ends of frame respectively, and synchronous axial system; First double-screw shaft and the second double-screw shaft all offer the first double spiral groove, the second double spiral groove and the 3rd double spiral groove, and the first double spiral groove and the 3rd double spiral groove are symmetricly set on the second double spiral groove two ends; The first described double spiral groove, the second double spiral groove and the 3rd double spiral groove include cross one another left-turn spiral groove and right hand helix groove; Left-turn spiral groove is all connected by arc groove with the two ends of right hand helix groove; The first described slide block assembly and the 3rd slide block assembly centering are arranged on the second slide block assembly two ends; First slide block assembly is connected by sliding pair with the first double spiral groove of the first double-screw shaft, and fixes with one end of the first guide plate; Second slide block assembly is connected by sliding pair with the second double spiral groove of the first double-screw shaft, and fixes with one end of the second guide plate; 3rd slide block assembly is connected by sliding pair with the 3rd double spiral groove of the first double-screw shaft, and fixes with one end of the 3rd guide plate; Described Four-slider assembly and the 6th slide block assembly centering are arranged on the 5th slide block assembly two ends; Four-slider assembly is connected by sliding pair with the first double spiral groove of the second double-screw shaft, and fixes with the other end of the first guide plate; 5th slide block assembly is connected by sliding pair with the second double spiral groove of the second double-screw shaft, and fixes with the other end of the second guide plate; 6th slide block assembly is connected by sliding pair with the 3rd double spiral groove of the second double-screw shaft, and fixes with the other end of the 3rd guide plate.
The first described guide plate, the second guide plate and the 3rd guide plate are set in parallel on same vertical plane; The inner side of described first guide plate offers vertically multiple first reinforcing bar grooving mouth and the first reinforcing bar rope pilot hole of interlaced arrangement successively, and highest point is the first reinforcing bar grooving mouth; The side that described second guide plate is relative with inside the first guide plate offers vertically multiple second reinforcing bar rope pilot hole and the second reinforcing bar grooving mouth of interlaced arrangement successively, and highest point is the second reinforcing bar rope pilot hole; The opposite side of the second guide plate offers vertically multiple 3rd reinforcing bar grooving mouth and the 3rd reinforcing bar rope pilot hole of interlaced arrangement successively, and highest point is the 3rd reinforcing bar grooving mouth; The inner side of described 3rd guide plate offers vertically multiple 4th reinforcing bar rope pilot hole and the 4th reinforcing bar grooving mouth of interlaced arrangement successively, and highest point is the 4th reinforcing bar rope pilot hole; The quantity of described first reinforcing bar rope pilot hole, the second reinforcing bar rope pilot hole, the second reinforcing bar grooving mouth, the 3rd reinforcing bar grooving mouth, the 3rd reinforcing bar rope pilot hole, the 4th reinforcing bar rope pilot hole and the 4th reinforcing bar grooving mouth is equal with the quantity of the first reinforcing bar grooving mouth; Each first reinforcing bar grooving mouth is arranged on sustained height with the second corresponding reinforcing bar rope pilot hole, the 3rd reinforcing bar grooving mouth and the 4th reinforcing bar rope pilot hole, and each first reinforcing bar rope pilot hole is arranged on sustained height with the second corresponding reinforcing bar grooving mouth, the 3rd reinforcing bar rope pilot hole and the 4th reinforcing bar grooving mouth.
The first described double-screw shaft is fixed with bevel gear and the first sprocket wheel, and the second double-screw shaft is fixed with the second sprocket wheel, and the first sprocket wheel is connected by chain with the second sprocket wheel.
Beneficial effect of the present invention:
Present invention achieves fast at underground continuous weaving reinforcing bar rope, coordinate reinforcing bar throw in, bar-mat reinforcement can be gone out in underground continuous weaving, thus save human weld's reinforcing steel bar cage, by reinforcing steel bar cage lifting and put into the process leading wall chase, reduce labor intensity, improve efficiency of construction and operational security.
Accompanying drawing explanation
Fig. 1 is overall structure stereogram of the present invention;
Fig. 2 is top of the present invention partial structurtes stereogram;
Fig. 3 is drive connection schematic diagram of the present invention;
Fig. 4 is the structural representation of the first double-screw shaft in the present invention;
Fig. 5 is the partial structurtes schematic diagram of the first guide plate in the present invention;
Fig. 6 is the partial structurtes schematic diagram of the second guide plate in the present invention;
Fig. 7 is the partial structurtes schematic diagram of the 3rd guide plate in the present invention.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described.
As Fig. 1,2, shown in 3 and 4, the automatic interlaced device of a kind of diaphram wall reinforcing bar rope, comprises frame 1, first double-screw shaft 2, second double-screw shaft 8, first slide block assembly 3, second slide block assembly 4, the 3rd slide block assembly 5, Four-slider assembly 9, the 5th slide block assembly 10, the 6th slide block assembly 11, first sprocket wheel 6, second sprocket wheel 12, first guide plate 13, second guide plate 14, the 3rd guide plate 15 and bevel gear 7; First double-screw shaft 2 and the second double-screw shaft 8 are hinged on the two ends of frame 1 respectively; First double-screw shaft 2 and the second double-screw shaft 8 all offer the first double spiral groove 2-1, the second double spiral groove 2-2 and the 3rd double spiral groove 2-3, and the first double spiral groove 2-1 and the 3rd double spiral groove 2-3 is symmetricly set on the second double spiral groove 2-2 two ends; First double spiral groove 2-1, the second double spiral groove 2-2 and the 3rd double spiral groove 2-3 include cross one another left-turn spiral groove and right hand helix groove; Left-turn spiral groove is all connected by arc groove with the two ends of right hand helix groove; Bevel gear 7 and the first sprocket wheel 6 are all fixed on the first double-screw shaft 2, and the second sprocket wheel 12 is fixed on the second double-screw shaft 8, and the first sprocket wheel 6 is connected by chain with the second sprocket wheel 12; First slide block assembly 3 and the 3rd slide block assembly 5 centering are arranged on the second slide block assembly 4 two ends; First slide block assembly 3 is connected by sliding pair with the first double spiral groove 2-1 of the first double-screw shaft 2, and is bolted with one end of the first guide plate 13; Second slide block assembly 4 is connected by sliding pair with the second double spiral groove 2-2 of the first double-screw shaft 2, and is bolted with one end of the second guide plate 14; 3rd slide block assembly 5 is connected by sliding pair with the 3rd double spiral groove 2-3 of the first double-screw shaft 2, and is bolted with one end of the 3rd guide plate 15; Four-slider assembly 9 and the 6th slide block assembly 11 centering are arranged on the 5th slide block assembly 10 two ends; Four-slider assembly 9 is connected by sliding pair with the first double spiral groove 2-1 of the second double-screw shaft 8, and is bolted with the other end of the first guide plate 13; 5th slide block assembly 10 is connected by sliding pair with the second double spiral groove 2-2 of the second double-screw shaft 8, and is bolted with the other end of the second guide plate 14; 6th slide block assembly 11 is connected by sliding pair with the 3rd double spiral groove 2-3 of the second double-screw shaft 8, and is bolted with the other end of the 3rd guide plate 15.
As shown in Fig. 5,6 and 7, the first guide plate 13, second guide plate 14 and the 3rd guide plate 15 are set in parallel on same vertical plane; The inner side of the first guide plate 13 offers vertically 12 the first reinforcing bar grooving mouth 13-1 and the first reinforcing bar rope pilot hole 13-2 of interlaced arrangement successively, and highest point is the first reinforcing bar grooving mouth; The side that second guide plate 14 is relative with inside the first guide plate 13 offers vertically 12 the second reinforcing bar rope pilot hole 14-1 and the second reinforcing bar grooving mouth 14-4 of interlaced arrangement successively, and highest point is the second reinforcing bar rope pilot hole 14-1; The opposite side of the second guide plate 14 offers vertically 12 the 3rd reinforcing bar grooving mouth 14-2 and the 3rd reinforcing bar rope pilot hole 14-3 of interlaced arrangement successively, and highest point is the 3rd reinforcing bar grooving mouth 14-2; The inner side of the 3rd guide plate 15 offers vertically 12 the 4th reinforcing bar rope pilot hole 15-1 and the 4th reinforcing bar grooving mouth 15-2 of interlaced arrangement successively, and highest point is the 4th reinforcing bar rope pilot hole 15-1; Each first reinforcing bar grooving mouth 13-1 is arranged on sustained height with corresponding the second reinforcing bar rope pilot hole 14-1, the 3rd reinforcing bar grooving mouth 14-2 and the 4th reinforcing bar rope pilot hole 15-1, and each first reinforcing bar rope pilot hole 13-2 is arranged on sustained height with corresponding the second reinforcing bar grooving mouth 14-4, the 3rd reinforcing bar rope pilot hole 14-3 and the 4th reinforcing bar grooving mouth 15-2.
The operation principle of the automatic interlaced device of this diaphram wall reinforcing bar rope:
The automatic interlaced device of this diaphram wall reinforcing bar rope is put into dig lead wall chase, one end of 48 reinforcing bar ropes is all fixing, the other end is each passed through a first reinforcing bar rope pilot hole 13-2, the second reinforcing bar rope guide hole 14-1, the 3rd reinforcing bar rope pilot hole 14-3 or the 4th reinforcing bar rope pilot hole 15-1, and is all fixed on and leads on one end sidewall of wall chase; Powered belt motivation frame 1 advances and bevel gear 7 is rotated; Bevel gear 7 drives the first double-screw shaft 2 to rotate, first double-screw shaft 2 drives the second double-screw shaft 8 synchronous axial system by the first sprocket wheel 6 and the second sprocket wheel 12, thus driving the first guide plate 13, second guide plate 14 and the 3rd guide plate 15 to realize the transverse shifting of past renaturation, the reinforcing bar rope of the second guide plate 14 both sides realizes laterally interweaving moving with the reinforcing bar rope of the first guide plate 13 and the 3rd guide plate 15 respectively; Now, manually or rely on reinforcing bar to throw in machinery two reinforcing bars are vertically fallen into the reinforcing bar rope being in interleaved order respectively, the automatic interlaced device of this diaphram wall reinforcing bar rope constantly advances and just knits out two bar-mat reinforcements leading in wall chase.
Claims (2)
1. the automatic interlaced device of diaphram wall reinforcing bar rope, comprise frame, the first double-screw shaft, the second double-screw shaft, the first slide block assembly, the second slide block assembly, the 3rd slide block assembly, Four-slider assembly, the 5th slide block assembly, the 6th slide block assembly, the first guide plate, the second guide plate and the 3rd guide plate, it is characterized in that:
The first described double-screw shaft and the second double-screw shaft are hinged on the two ends of frame respectively, and synchronous axial system; First double-screw shaft and the second double-screw shaft all offer the first double spiral groove, the second double spiral groove and the 3rd double spiral groove, and the first double spiral groove and the 3rd double spiral groove are symmetricly set on the second double spiral groove two ends; The first described double spiral groove, the second double spiral groove and the 3rd double spiral groove include cross one another left-turn spiral groove and right hand helix groove; Left-turn spiral groove is all connected by arc groove with the two ends of right hand helix groove; The first described slide block assembly and the 3rd slide block assembly centering are arranged on the second slide block assembly two ends; First slide block assembly is connected by sliding pair with the first double spiral groove of the first double-screw shaft, and fixes with one end of the first guide plate; Second slide block assembly is connected by sliding pair with the second double spiral groove of the first double-screw shaft, and fixes with one end of the second guide plate; 3rd slide block assembly is connected by sliding pair with the 3rd double spiral groove of the first double-screw shaft, and fixes with one end of the 3rd guide plate; Described Four-slider assembly and the 6th slide block assembly centering are arranged on the 5th slide block assembly two ends; Four-slider assembly is connected by sliding pair with the first double spiral groove of the second double-screw shaft, and fixes with the other end of the first guide plate; 5th slide block assembly is connected by sliding pair with the second double spiral groove of the second double-screw shaft, and fixes with the other end of the second guide plate; 6th slide block assembly is connected by sliding pair with the 3rd double spiral groove of the second double-screw shaft, and fixes with the other end of the 3rd guide plate;
The first described guide plate, the second guide plate and the 3rd guide plate are set in parallel on same vertical plane; The inner side of described first guide plate offers vertically multiple first reinforcing bar grooving mouth and the first reinforcing bar rope pilot hole of interlaced arrangement successively, and highest point is the first reinforcing bar grooving mouth; The side that described second guide plate is relative with inside the first guide plate offers vertically multiple second reinforcing bar rope pilot hole and the second reinforcing bar grooving mouth of interlaced arrangement successively, and highest point is the second reinforcing bar rope pilot hole; The opposite side of the second guide plate offers vertically multiple 3rd reinforcing bar grooving mouth and the 3rd reinforcing bar rope pilot hole of interlaced arrangement successively, and highest point is the 3rd reinforcing bar grooving mouth; The inner side of described 3rd guide plate offers vertically multiple 4th reinforcing bar rope pilot hole and the 4th reinforcing bar grooving mouth of interlaced arrangement successively, and highest point is the 4th reinforcing bar rope pilot hole; The quantity of described first reinforcing bar rope pilot hole, the second reinforcing bar rope pilot hole, the second reinforcing bar grooving mouth, the 3rd reinforcing bar grooving mouth, the 3rd reinforcing bar rope pilot hole, the 4th reinforcing bar rope pilot hole and the 4th reinforcing bar grooving mouth is equal with the quantity of the first reinforcing bar grooving mouth; Each first reinforcing bar grooving mouth is arranged on sustained height with the second corresponding reinforcing bar rope pilot hole, the 3rd reinforcing bar grooving mouth and the 4th reinforcing bar rope pilot hole, and each first reinforcing bar rope pilot hole is arranged on sustained height with the second corresponding reinforcing bar grooving mouth, the 3rd reinforcing bar rope pilot hole and the 4th reinforcing bar grooving mouth.
2. the automatic interlaced device of a kind of diaphram wall reinforcing bar rope according to claim 1, it is characterized in that: the first described double-screw shaft is fixed with bevel gear and the first sprocket wheel, second double-screw shaft is fixed with the second sprocket wheel, and the first sprocket wheel is connected by chain with the second sprocket wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410603577.1A CN104353761B (en) | 2014-10-31 | 2014-10-31 | A kind of diaphram wall automatic interlaced device of reinforcing bar rope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410603577.1A CN104353761B (en) | 2014-10-31 | 2014-10-31 | A kind of diaphram wall automatic interlaced device of reinforcing bar rope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104353761A true CN104353761A (en) | 2015-02-18 |
| CN104353761B CN104353761B (en) | 2016-08-17 |
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| CN201410603577.1A Active CN104353761B (en) | 2014-10-31 | 2014-10-31 | A kind of diaphram wall automatic interlaced device of reinforcing bar rope |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4077440A (en) * | 1975-11-03 | 1978-03-07 | Nilcon Engineering Ab | Reinforcement elements for elongate concrete building blocks manufactured by sliding form casting and a method and a machine to produce such elements |
| CN102817330A (en) * | 2004-06-08 | 2012-12-12 | 法策公司 | Protective net and manfacturing method thereof |
| CN103317067A (en) * | 2012-03-22 | 2013-09-25 | 上海锦荣矿山机械有限公司 | Manufacturing method for steel wire braiding screen mesh |
| CN103639331A (en) * | 2013-11-20 | 2014-03-19 | 江苏天舜金属材料集团有限公司 | Rebar mesh knitting unit |
| CN204209043U (en) * | 2014-10-31 | 2015-03-18 | 岩土科技股份有限公司 | The automatic interlaced device of diaphram wall reinforcing bar rope |
-
2014
- 2014-10-31 CN CN201410603577.1A patent/CN104353761B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4077440A (en) * | 1975-11-03 | 1978-03-07 | Nilcon Engineering Ab | Reinforcement elements for elongate concrete building blocks manufactured by sliding form casting and a method and a machine to produce such elements |
| CN102817330A (en) * | 2004-06-08 | 2012-12-12 | 法策公司 | Protective net and manfacturing method thereof |
| CN103317067A (en) * | 2012-03-22 | 2013-09-25 | 上海锦荣矿山机械有限公司 | Manufacturing method for steel wire braiding screen mesh |
| CN103639331A (en) * | 2013-11-20 | 2014-03-19 | 江苏天舜金属材料集团有限公司 | Rebar mesh knitting unit |
| CN204209043U (en) * | 2014-10-31 | 2015-03-18 | 岩土科技股份有限公司 | The automatic interlaced device of diaphram wall reinforcing bar rope |
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|---|---|
| CN104353761B (en) | 2016-08-17 |
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Denomination of invention: An automatic interweaving device for reinforcement rope of underground diaphragm wall Effective date of registration: 20220704 Granted publication date: 20160817 Pledgee: China Construction Bank Co.,Ltd. Fuyang Branch of Hangzhou Pledgor: GEOTECHNICAL TECHNOLOGY Co.,Ltd. Registration number: Y2022980009767 |
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