CN110606453A - Steel reinforcement cage shaping equipment of putting on shelf - Google Patents
Steel reinforcement cage shaping equipment of putting on shelf Download PDFInfo
- Publication number
- CN110606453A CN110606453A CN201910872512.XA CN201910872512A CN110606453A CN 110606453 A CN110606453 A CN 110606453A CN 201910872512 A CN201910872512 A CN 201910872512A CN 110606453 A CN110606453 A CN 110606453A
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- steel reinforcement
- pull rope
- cage
- rubber roller
- Prior art date
- 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.)
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Classifications
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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
- B21F31/00—Making meshed-ring network from wire
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F19/00—Hoisting, lifting, hauling or pushing, not otherwise provided for
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/10—Complex mathematical operations
Abstract
The invention relates to a steel reinforcement cage forming and unloading device which comprises a platform and a cage rolling machine arranged on the platform, wherein two rubber covered rollers which are parallel to each other are arranged on the cage rolling machine, a driving device drives the rubber covered rollers to drive a formed steel reinforcement cage to rotate around the axis of the steel reinforcement cage forming and unloading device. The invention has the effects of more conveniently taking down the formed reinforcement cage from the cage rolling machine and reducing the cost of taking down the formed reinforcement cage from the cage rolling machine.
Description
Technical Field
The invention relates to the technical field of manufacturing of reinforcement cages, in particular to a reinforcement cage forming and racking device.
Background
The steel reinforcement cage generally all uses in the concrete column, an intensity for reinforcing the concrete column, the steel reinforcement cage includes main muscle and dish muscle, the main muscle is provided with a plurality ofly, a plurality of main muscle are encircleed the axis distribution of steel reinforcement cage, the extending direction of main muscle is the same with the axis extending direction of steel reinforcement cage, the dish muscle also is provided with a plurality ofly, a plurality of dish muscle parallel arrangement, the dish muscle is the ring form and connects the main muscle that distributes on the steel reinforcement cage, the axis of dish muscle and the axis coincidence of steel reinforcement cage, the shaping is generally on the roll cage machine to the steel reinforcement cage shaping, the steel reinforcement cage is placed on the rubber roll on the roll cage machine, drive the steel reinforcement cage roll by the rubber roll in order to make things convenient for.
The existing reinforcement cage needs to be transferred from a rubber roller on a cage rolling machine in a lifting machine transferring mode after being formed on the cage rolling machine, and the formed reinforcement cage can be taken down from the rubber roller only by the cooperation of an automobile lifting crane or a crawler crane mechanical machine team.
The above prior art solutions have the following drawbacks: the mode of adopting the lifting machine to transfer needs an automobile lifting crane or a crawler crane mechanical machine to cooperate with a machine team, the operation action is more, the working efficiency is lower, and the cost is higher because a lifting machine is specially used for lifting the formed reinforcement cage, so the improvement is needed.
Disclosure of Invention
The invention aims to provide a steel reinforcement cage forming and racking device which has the effects of more conveniently taking down a formed steel reinforcement cage from a cage rolling machine and reducing the cost of taking down the formed steel reinforcement cage from the cage rolling machine.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides a steel reinforcement cage shaping equipment of putting down, includes the platform and locates the cage machine that rolls on the platform, rolls and is equipped with two rubber rolls that are parallel to each other on the cage machine, and drive arrangement drive rubber roll drives the shaping steel reinforcement cage and rotates around its self axis, still including setting up in the platform and being located the anchor assembly that rolls cage machine one side, is provided with the stay cord between the rubber roll that is close to anchor assembly on anchor assembly and the cage machine, detachable connection between rubber roll and the anchor assembly respectively at the both ends of stay cord, the shaping steel reinforcement cage is walked around from the upper end of shaping steel reinforcement cage to the stay cord.
Through adopting above-mentioned technical scheme, because of stay cord one end and rubber roll detachable connection, the other end and anchor assembly detachable connection, along with the rotation of rubber roll, the rubber roll of being connected with the stay cord will twine the stay cord, lead to the stay cord shorter and shorter, again because the stay cord other end is walked around shaping steel reinforcement cage and anchor assembly detachable connection from shaping steel reinforcement cage upper end, make the stay cord be in the part of shaping steel reinforcement cage will be to the side surface of being close to anchor assembly's orientation extrusion steel reinforcement cage, thereby make the shaping steel reinforcement cage be pulled down by the stay cord from the rubber roll, this kind of mode easy operation is swift, the practicality is stronger, compare in the current mode of taking off shaping steel reinforcement cage from the rubber roll, this kind of mode can make things convenient for more to take off shaping.
The invention is further provided that the length f of the free end of the pull rope (3) is as follows:
is an acute angle in an included angle formed between the pull rope (3) and the platform;
d is the diameter of the formed reinforcement cage (2);
l is the distance between the axes of the two rubber rollers (11);
h is the height between the axis of the rubber roller (11) and the platform.
By adopting the technical scheme, the length of the part of the stay cord, which is not in contact with the formed reinforcement cage, can be calculated, and the total length of the stay cord can be conveniently determined subsequently.
The invention further provides that the horizontal distance e between the anchor (4) and the axis of the rubber roller (11) closest to the anchor is as follows:
is an acute angle in an included angle formed between the pull rope (3) and the platform;
d is the diameter of the formed reinforcement cage (2);
l is the distance between the axes of the two rubber rollers (11);
h is the height between the axis of the rubber roller (11) and the ground.
By adopting the technical scheme, the horizontal distance between the anchoring part and the axis of the rubber roller closest to the anchoring part can be calculated, so that an operator can conveniently determine the position of the anchoring part, the anchoring part can be placed at a more favorable position, and the formed steel reinforcement cage can be conveniently taken down from the rubber roller.
The invention is further configured such that the total length of the pull cord is:
d is the diameter of the formed reinforcement cage;
the length of the free end of the pull rope;
the total length of the pull cord.
Through adopting above-mentioned technical scheme, can confirm the shortest length of stay cord actual need, make things convenient for operating personnel to prepare the stay cord according to this standard, the condition that the stay cord is too short not enough to use is difficult to appear.
The invention is further arranged that the tensile strength of the pull rope is not lower than 1000 MPa.
By adopting the technical scheme, the tensile strength of the pull rope is not lower than 1000MPa, so that the pull rope is not easily broken when in work, and the using effect is ensured.
The invention is further arranged in that a ring groove is arranged on the side surface of the rubber roller close to one side of the anchoring piece, and one end of the pull rope close to the formed reinforcement cage is detachably connected in the ring groove.
Through adopting above-mentioned technical scheme, the setting of annular for the stay cord is difficult for having filled up the shaping steel reinforcement cage when winding on the track, has reduced the influence of stay cord to the shaping steel reinforcement cage, and then makes the more stable that the shaping steel reinforcement cage can place.
The invention is further arranged that the position where the pull rope is connected with the anchoring piece is lower than the position where the highest point of the platform is away from the formed reinforcement cage in the vertical direction.
Through adopting above-mentioned technical scheme for the stay cord is the setting of slant ground from the peak of shaping steel reinforcement cage to the one end with anchor assembly hookup location, thereby makes the stay cord wholly be the slant and sets up to the effort that shaping steel reinforcement cage applyed, makes things convenient for the stay cord to push down shaping steel reinforcement cage.
The invention is further provided with at least one pull rope, at least one anchoring piece is arranged on the pull rope, one pull rope is connected with one anchoring piece, two adjacent pull ropes are arranged in parallel, and the two adjacent anchoring pieces are positioned on the same side.
Through adopting above-mentioned technical scheme, stay cord and anchor assembly set up a plurality ofly for the shaping steel reinforcement cage can be atress more even when taking off, makes things convenient for taking off of shaping steel reinforcement cage.
The invention is further set in that the rubber roller rotates towards the direction close to the anchoring piece, and the rubber roller is wound at one end of the pull rope close to the rubber roller from the side surface of the rubber roller close to one side of the forming reinforcement cage.
Through adopting above-mentioned technical scheme, the rubber roll rotates to the direction that is close to anchor assembly for the one end that stay cord and rubber roll are connected twines the rubber roll from the upper end of rubber roll, and because the shaping steel reinforcement cage is in the top of rubber roll, makes the stay cord can press close to the shaping steel reinforcement cage more, makes things convenient for the stay cord to pull down the shaping steel reinforcement cage from the rubber roll.
In conclusion, the beneficial technical effects of the invention are as follows:
1. one end of a stay cord is connected with a rubber roller close to one side of an anchoring part, the stay cord is wound around the upper end of the side surface of the formed reinforcement cage and detachably connected with the anchoring part, the stay cord is wound on the rubber roller along with the rotation of the rubber roller close to one side of the anchoring part, so that the stay cord is shorter and shorter, at the moment, the upper end of the side surface of the formed reinforcement cage is wound around the upper end of the stay cord, the part of the stay cord, which is positioned on the side surface of the formed reinforcement cage, can be extruded and formed to form the side surface of the reinforcement cage, and then the formed reinforcement cage positioned on the rubber roller is pulled towards the direction close to the anchoring part, so that the formed reinforcement cage is pulled down from the rubber roller;
2. can calculate the shortest length of stay cord actual need through the computational formula, make things convenient for operating personnel to select the length of stay cord according to the standard according to this, avoid appearing the condition that the stay cord is short inadequately used, can also calculate anchor assembly and the horizontal distance between the axis of the nearest rubber roll of distance self through the computational formula, make things convenient for operating personnel to confirm the position that anchor assembly set up for anchor assembly can be placed on a more favourable position, and then conveniently takes off the shaping steel reinforcement cage from the rubber roll.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is an enlarged schematic view of a portion a of fig. 1.
Fig. 3 is an enlarged schematic view of a portion B of fig. 1.
FIG. 4 is a schematic diagram of the present invention.
In the figure, 1, a cage rolling machine; 11. a rubber roller; 111. a ring groove; 1111. a square bar; 12. a support; 13. a motor; 2. forming a reinforcement cage; 3. pulling a rope; 4. an anchoring member; 41. fixing the rod; 42. and (6) pre-burying a rod.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 3, the present invention discloses a reinforcement cage forming lower frame device, which comprises: the platform, roll cage machine 1, shaping steel reinforcement cage 2, stay cord 3 and anchor assembly 4, roll cage machine 1 is fixed to be set up on the platform, shaping steel reinforcement cage 2 is placed on the rubber roll 11 on rolling cage machine 1, it rotates around self axis by rubber roll 11 drive, shaping steel reinforcement cage 2 rotates to the direction of keeping away from anchor assembly 4, rubber roll 11 is provided with two that are parallel to each other, rubber roll 11 is stainless steel, the rotation direction of two rubber roll 11 is the same, and all rotate to the direction that is close to anchor assembly 4, roll cage machine 1 includes support 12 and drive arrangement in addition to rubber roll 11, support 12 is located the rubber roll 11 below, rubber roll 11 rotates and sets up on support 12, drive arrangement sets up the one end at rubber roll 11, be used for driving rubber roll 11 and rotate around self axis on support 12, drive arrangement is motor 13.
Referring to fig. 1 and 3, the pull rope 3 is a steel wire rope, one end of the pull rope 3 is tied into a brink knot and is sleeved on the anchoring piece 4, the other end of the pull rope 3 bypasses the forming reinforcement cage 2 from the upper end of the side surface of the forming reinforcement cage 2 and is detachably connected with the rubber roller 11 close to one side of the anchoring piece 4, and the connecting position of the pull rope 3 and the anchoring piece is lower than the position of the forming reinforcement cage 2 which is away from the highest point of the platform in the vertical direction; because the rubber roll 11 rotates towards the direction close to the anchoring piece 4, along with the rotation of the rubber roll 11, the pull rope 3 can wind the track from the upper end of the side surface of the rubber roll 11, and because the forming reinforcement cage 2 is positioned above the rubber roll 11, the contact area of the pull rope 3 and the side surface of the forming reinforcement cage 2 is larger, and the pull rope 3 can apply acting force to the forming reinforcement cage 2 conveniently.
Referring to fig. 2 and 3, in order to avoid the situation that the formed reinforcement cage 2 is padded up by the pull rope 3 due to the fact that the pull rope 3 is wound on the rubber roller 11 close to one end of the anchoring part 4, a ring groove 111 is formed in the side surface of the rubber roller 11, and one end of the pull rope 3 close to the formed reinforcement cage 2 is fixedly connected in the ring groove 111, so that the situation that the formed reinforcement cage 2 is padded up is not easy to occur when the pull rope is wound.
Referring to fig. 2 and 3, the manner of fixedly connecting the rope 3 to the ring groove 111 is as follows: a jack has been seted up at the tank bottom of annular groove 111, the jack cross-section is rectangle, the square bar 1111 of an L shape has been inserted in the jack, square bar 1111 one end is inserted and is established in the jack and the lateral wall butt of side surface and jack, one end that the jack was kept away from to square bar 1111 is to the ninety degrees of buckling of direction that is close to anchor assembly, then stay cord 3 is a bush knot cover on the position that square bar 1111 buckles, make 3 fixed connection of stay cord in annular groove 111, and because of the track rotates to the direction that is close to anchor assembly 4, make 3 also difficult random quilt of stay cord loosen.
Referring to fig. 2, in other embodiments, the pull rope 3 may be directly tied around the ring groove 111 in the ring groove 111 using a brawn knot.
Referring to fig. 2 and 3, in order to ensure that the strength of the pulling rope 3 is sufficiently large, the tensile strength of the pulling rope 3 is not lower than 1000MPa, which may be 1000MPa, 1100MPa, 1200MPa, 1300MPa, 1400MPa, 1500MPa, 1600MPa, 1700MPa, 1800MPa, 1900MPa or 2000MPa, and is preferably 1500 MPa; the anchoring piece 4 is positioned on one side of the rubber roller 11 and fixed on the ground, the anchoring piece 4 is cylindrical and made of stainless steel, the anchoring piece 4 comprises a pre-embedded rod 42 at the lower end and a fixed rod 41 at the upper end, the pre-embedded rod 42 is pre-embedded in the ground, in order to improve the stability of the pre-embedded rod 42, one end, away from the fixed rod 41, of the pre-embedded rod 42 is welded with a ball made of cast iron, and the diameter of the ball is larger than that of the pre-embedded rod 42, so that the pre-embedded rod; dead lever 41 integrated into one piece is at the upper end surface of pre-buried pole 42, and pre-buried pole 42 all is cylindrical with dead lever 41, and stay cord 3 uses the afforestation knot to overlap on dead lever 41, and in order to make the more firm that stay cord 3 can overlap, dead lever 41 sets up to the direction slope of keeping away from stay cord 3 for stay cord 3 uses the afforestation knot to hang on dead lever 41, is difficult for droing when using.
Referring to fig. 1 and 3, in order to enable the formed reinforcement cage 2 to be stressed more uniformly when stressed, at least one, two or three, preferably two, pulling ropes 3 are provided, at least one, two or three, preferably two, anchoring elements 4 are also provided, at least one, two or three, preferably two, pulling ropes 3 are connected with one anchoring element 4, two adjacent pulling ropes 3 are arranged in parallel, and two adjacent anchoring elements 4 are located on the same side.
Referring to fig. 1 and 4, in order to make the pulling rope 3 better pull the formed steel reinforcement cage 2 off the rubber roller 11, the length of the pulling rope 3 and the position where the anchoring member 4 is fixed need to be selected, and the following is to determine the total length of the pulling rope 3The calculation formula of (2):
first, the length of the free end of the pull cord 3 is determined(the length of the free end is the length from the connecting point of the pull rope and the anchoring part to the first contact point of the pull rope extending from the anchoring part to the forming reinforcement cage): is provided withIs an acute angle in an included angle formed between the pull rope 3 and the horizontal plane
So that it is possible to obtain:
wherein:
d is the diameter of the formed reinforcement cage 2 (which is a known target value for designing the reinforcement cage);
l is the distance between the axes of the two rubber rollers 11 (which can be known through actual measurement);
h is the height of the axis of the rubber roller 11 from the ground (which can be known through actual measurement).
Therefore, the required length of the free end of the pull rope 3 can be calculated by the above formula。
Referring to fig. 1 and 4, since the total length of the pulling rope 3 is the length of the free end of the pulling rope 3 plus three-fourths of the circumference of the formed reinforcement cage 2, the total length of the pulling rope 3 isComprises the following steps:
d is the diameter of the formed reinforcement cage 2 (which is a known target value for designing the reinforcement cage);
the length of the free end of the pull cord 3 (which can be calculated by the above calculation formula) is shown.
Thereby obtaining the total length of the pulling rope 3。
Referring to fig. 1 and 4, the horizontal distance e between the anchor 4 and the axis of the rubber roller 11 near the anchor 4 is: is provided withIs an acute angle in an included angle formed between the pull rope 3 and the horizontal plane
So that it is possible to obtain:
g is taken as the difference between the horizontal distance between the anchoring piece 4 and the axis of the rubber roller 11 and the distance between the axis of the rubber roller 11 and the horizontal projection point of the axis of the rubber roller 11 on the pull rope 3
d is the diameter of the formed reinforcement cage 2 (which is a known target value for designing the reinforcement cage);
l is the distance between the axes of the two rubber rollers 11 (which can be known through actual measurement);
h is the height of the axis of the rubber roller 11 from the ground (which can be known through actual measurement).
Therefore, through the above formula, the horizontal distance between the anchor 4 and the axis of the rubber roller 11 close to one side of the anchor 4 can be calculated, so as to determine the installation position of the anchor 4.
The implementation principle of the embodiment is as follows: before designing the reinforcement cage, determining the diameter d of the formed reinforcement cage 2 according to actual needs, then measuring the distance L between the axes of the two rubber rollers 11, finally measuring the height H of the axis of the rubber roller 11 from the ground, substituting the diameter d of the formed reinforcement cage 2, the distance L between the axes of the two rubber rollers 11 and the height H of the axis of the rubber roller 11 from the ground into corresponding formulas, and respectively calculating the length of the free end of the pull rope 3The horizontal distance e between the anchor 4 and the axis of the rubber roller 11 on the side close to the anchor 4, and the total length of the pull rope 3Then, get the actual value according to the data that calculate, and the actual value should be greater than the numerical value that calculates, be convenient for in-service use, prepare stay cord 3 according to the actual value again this moment, pre-buried anchor assembly 4, it overlaps on annular groove 111's square pole 1111 to be tied into the bush knot again at 3 one end of stay cord, the other end uses the bush knot to overlap on anchor assembly 4, restart motor 13, make motor 13 drive rubber roll 11 rotate, the track that rubber roll 11 is close to anchor assembly 4 one side will twine stay cord 3, make stay cord 3 shorter and shorter, the part that this moment stay cord 3 is in shaping steel reinforcement cage 2 will be to the side surface of the direction extrusion steel reinforcement cage 2 that is close to anchor assembly 4, make shaping steel reinforcement cage 2 be crowded down rubber roll 11.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (9)
1. The utility model provides a steel reinforcement cage shaping equipment of putting on shelf, includes the platform and locate cage machine (1) that rolls on the platform, is equipped with two rubber roll (11) that are parallel to each other on the cage machine (1), and drive arrangement drive rubber roll (11) drive shaping steel reinforcement cage (2) rotate around its self axis, a serial communication port, still including setting up on the platform and being located anchor assembly (4) of rolling cage machine (1) one side, be provided with between rubber roll (11) that are close to anchor assembly (4) on anchor assembly (4) and the cage machine (1) stay cord (3), removable connection between the both ends difference rubber roll of stay cord and the anchor assembly, shaping steel reinforcement cage (2) are walked around from the upper end of shaping steel reinforcement cage (2) in stay cord (3).
2. A reinforcement cage forming racking device according to claim 1, wherein the length f of the free end of said pull rope (3) is:
is an acute angle in an included angle formed between the pull rope (3) and the platform;
d is the diameter of the formed reinforcement cage (2);
l is the distance between the axes of the two rubber rollers (11);
h is the height between the axis of the rubber roller (11) and the platform.
3. A reinforcement cage forming racking device according to claim 1, wherein the horizontal distance e between said anchor (4) and the axis of said rubber roller (11) closest to itself is:
is an acute angle in an included angle formed between the pull rope (3) and the platform;
d is the diameter of the formed reinforcement cage (2);
l is the distance between the axes of the two rubber rollers (11);
h is the height between the axis of the rubber roller (11) and the ground.
4. A reinforcement cage forming racking device according to claim 2, wherein said pull rope (3) has a total length of:
d is the diameter of the formed reinforcement cage (2);
the length of the free end of the pull rope (3);
the total length of the pull rope (3).
5. A reinforcement cage forming racking device as claimed in claim 1, wherein said pull rope (3) has a tensile strength of not less than 1000 MPa.
6. The steel reinforcement cage forming and racking device according to claim 1, wherein a ring groove (111) is formed in the side surface of the rubber roller (11) close to one side of the anchoring part (4), and one end of the pull rope (3) close to the forming steel reinforcement cage (2) is detachably connected into the ring groove (111).
7. A steel reinforcement cage forming undercarriage device according to claim 6, characterized in that the position where the pull rope (3) is connected to the anchoring member (4) is lower than the position where the formed steel reinforcement cage (2) is vertically away from the highest point of the platform.
8. A steel reinforcement cage forming undercarriage equipment according to claim 1, characterized in that there is at least one pull rope (3), there is at least one anchor (4), one pull rope (3) is connected with one anchor (4), two adjacent pull ropes (3) are arranged in parallel, and two adjacent anchors (4) are on the same side.
9. The steel reinforcement cage forming and rack descending device according to claim 1, wherein the rubber roller (11) rotates in a direction close to the anchoring piece (4), and one end of the pull rope (3) close to the rubber roller (11) is wound on the rubber roller (11) from the side surface of the rubber roller (11) close to the forming steel reinforcement cage (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201910872512.XA CN110606453B (en) | 2019-09-16 | 2019-09-16 | Steel reinforcement cage shaping equipment of putting on shelf |
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|---|---|---|---|
| CN201910872512.XA CN110606453B (en) | 2019-09-16 | 2019-09-16 | Steel reinforcement cage shaping equipment of putting on shelf |
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| CN110606453A true CN110606453A (en) | 2019-12-24 |
| CN110606453B CN110606453B (en) | 2020-12-01 |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5966940A (en) * | 1982-10-06 | 1984-04-16 | Hiraoka Kinzoku Kogyo Kk | Taking-out device of reinforcing steel cage |
| JPH1015634A (en) * | 1996-07-01 | 1998-01-20 | Kajima Corp | Manufacture of reinforcement cage |
| JP2000274076A (en) * | 1999-03-26 | 2000-10-03 | Toda Constr Co Ltd | Reinforcing bar assembling jig and assembling method on ground |
| CN201030410Y (en) * | 2007-05-23 | 2008-03-05 | 中铁十四局集团有限公司 | Round steel bar cage processing apparatus |
| CN202963332U (en) * | 2012-11-23 | 2013-06-05 | 中交一公局第六工程有限公司 | Device for manufacturing pile foundation reinforcement cage by using simple portal frame |
| CN203144026U (en) * | 2012-12-26 | 2013-08-21 | 中国建筑科学研究院建筑机械化研究分院 | Hydraulic lifting mechanism for reinforcement cage forming machine |
| CN103706734A (en) * | 2014-01-20 | 2014-04-09 | 中交一公局第二工程有限公司 | Stirrup manufacturing device for steel reinforcement cage |
| CN205930448U (en) * | 2016-08-18 | 2017-02-08 | 福建兴旺建设发展有限公司 | Steel reinforcement cage transport vechicle structure for construction |
| CN206366625U (en) * | 2016-12-13 | 2017-08-01 | 中铁十九局集团第二工程有限公司 | Steel reinforcement cage processing mold |
| CN110090904A (en) * | 2018-01-30 | 2019-08-06 | 润弘精密工程事业股份有限公司 | The method and apparatus for forming the method and steel reinforcement cage and manufacture steel reinforcement cage unit of foundation pile |
-
2019
- 2019-09-16 CN CN201910872512.XA patent/CN110606453B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5966940A (en) * | 1982-10-06 | 1984-04-16 | Hiraoka Kinzoku Kogyo Kk | Taking-out device of reinforcing steel cage |
| JPH1015634A (en) * | 1996-07-01 | 1998-01-20 | Kajima Corp | Manufacture of reinforcement cage |
| JP2000274076A (en) * | 1999-03-26 | 2000-10-03 | Toda Constr Co Ltd | Reinforcing bar assembling jig and assembling method on ground |
| CN201030410Y (en) * | 2007-05-23 | 2008-03-05 | 中铁十四局集团有限公司 | Round steel bar cage processing apparatus |
| CN202963332U (en) * | 2012-11-23 | 2013-06-05 | 中交一公局第六工程有限公司 | Device for manufacturing pile foundation reinforcement cage by using simple portal frame |
| CN203144026U (en) * | 2012-12-26 | 2013-08-21 | 中国建筑科学研究院建筑机械化研究分院 | Hydraulic lifting mechanism for reinforcement cage forming machine |
| CN103706734A (en) * | 2014-01-20 | 2014-04-09 | 中交一公局第二工程有限公司 | Stirrup manufacturing device for steel reinforcement cage |
| CN205930448U (en) * | 2016-08-18 | 2017-02-08 | 福建兴旺建设发展有限公司 | Steel reinforcement cage transport vechicle structure for construction |
| CN206366625U (en) * | 2016-12-13 | 2017-08-01 | 中铁十九局集团第二工程有限公司 | Steel reinforcement cage processing mold |
| CN110090904A (en) * | 2018-01-30 | 2019-08-06 | 润弘精密工程事业股份有限公司 | The method and apparatus for forming the method and steel reinforcement cage and manufacture steel reinforcement cage unit of foundation pile |
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| CN110606453B (en) | 2020-12-01 |
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