CN106863586B - A kind of deformed bar mounting device and method - Google Patents

A kind of deformed bar mounting device and method Download PDF

Info

Publication number
CN106863586B
CN106863586B CN201710103613.1A CN201710103613A CN106863586B CN 106863586 B CN106863586 B CN 106863586B CN 201710103613 A CN201710103613 A CN 201710103613A CN 106863586 B CN106863586 B CN 106863586B
Authority
CN
China
Prior art keywords
anchorage
component
clamping
reinforcing bar
stretching end
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.)
Active
Application number
CN201710103613.1A
Other languages
Chinese (zh)
Other versions
CN106863586A (en
Inventor
周衡
牛巍巍
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.)
Zhuyou Zhizao Technology Investment Co., Ltd
Original Assignee
China Mingsheng Drawin Technology Investment 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 China Mingsheng Drawin Technology Investment Co Ltd filed Critical China Mingsheng Drawin Technology Investment Co Ltd
Priority to CN201710103613.1A priority Critical patent/CN106863586B/en
Publication of CN106863586A publication Critical patent/CN106863586A/en
Application granted granted Critical
Publication of CN106863586B publication Critical patent/CN106863586B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/043Wire anchoring or tensioning means for the reinforcements

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The present invention provides a kind of deformed bar mounting devices, including vehicle frame, walking component, lifting assembly, fixed plate and the clamping component for clamping anchorage, the walking component is arranged in bottom of frame, the lifting assembly is arranged on the vehicle frame, the lower end of the lifting assembly is arranged in the fixed plate, and the clamping component is arranged below the fixed plate, and the lifting assembly is for driving the clamping component to move up and down.Clamping component clamps after the reinforcing bar with anchorage, the walking assembly operating of deformed bar mounting device pulls reinforcing bar to whole stretching end, and by reinforcement installation on the fixed device of whole stretching end, the present invention is more efficient instead of the artificial traction of deformed bar and manually installed.On the other hand, the present invention also provides a kind of deformed bar installation methods.

Description

A kind of deformed bar mounting device and method
Technical field
The invention belongs to building industry fields, and in particular to a kind of deformed bar mounting device and deformed bar installation Method.
Background technique
Country widelys popularize urban construction, and building standardization and building industrialization become trend.The production of various prefabricated components Demand is also increasing.In the production process of prestressed concrete overlapped slab, need deformed bar from reinforcing bar disk from pumping It is straightened out, then carries out further tensioning on erecting bed mould, in this course, the installment work of deformed bar is one always A heavy muscular labor.Currently used method is by the way that the reinforcing bar on the reinforcing bar draw drum on pay off rack is manually drawn to platform Then mould draws to whole stretch-draw anchor end from the pre- stretch-draw anchor end of platform mould, then cuts the reinforcing bar at pre- stretch-draw anchor end, then will The reinforcing bar at whole stretch-draw anchor end and pre- stretch-draw anchor end puts on anchorage respectively, and the reinforcing bar with anchorage is put into pre- stretching end and end In the limiting slot of stretching end, the installation that tight anchorage completes a reinforcing bar is then struck, the reinforcing bar from pay off rack is further continued for after finishing Reinforcing bar is discharged on draw drum, repeats above-mentioned movement, and existing reinforcement installation method relies on manually, and efficiency is very low.
Summary of the invention
It is an object of the invention to: a kind of can automatically install the deformed bar of reinforcement installation to platform mould is provided and is filled It sets, and a kind of deformed bar installation method is provided on this basis.
To achieve the goals above, the technical scheme is that
A kind of deformed bar mounting device, including vehicle frame, walking component, lifting assembly, fixed plate and for clamping anchor The clamping component of tool, the walking component setting is in bottom of frame, and the lifting assembly is arranged on the vehicle frame, the fixation The lower end of the lifting assembly is arranged in plate, and the clamping component is arranged below the fixed plate, and the lifting assembly is used for The clamping component is driven to move up and down.
Further, in a kind of preferred embodiment of the present invention, the lifting assembly is lift cylinder, the fixation Plate is arranged on the piston rod of the lift cylinder.
Further, in a kind of preferred embodiment of the present invention, the clamping component includes clamping cylinder and limit Plate, the limit plate are arranged on the stretching direction of the piston rod of the clamping cylinder, the piston-rod end of the clamping cylinder It is held out against on limit plate for holding out against the male cone of anchorage, and by anchorage, the limit plate is used to limit the anchor ring of anchorage along clamping The prolonging direction of cylinder piston rod moves, and the limit plate is equipped with the groove that reinforcing bar passes through.
Further, in a kind of preferred embodiment of the present invention, the lower section of the piston-rod end of the clamping cylinder Equipped with head lifting part, the head lifting part is for lifting anchorage.
It further, further include pushing tow component in a kind of preferred embodiment of the present invention, the pushing tow component setting In the fixed plate, the propulsion arm of the pushing tow component can move up and down between the clamping cylinder and the limit plate.
Further, in a kind of preferred embodiment of the present invention, the pushing tow component is pipe bending cylinder, the pushing tow Bar is the piston rod of pipe bending cylinder, and the piston-rod end of the pipe bending cylinder is equipped with anchorage pusher, and the anchorage pusher leans on One end of nearly clamping cylinder is equipped with anchorage limited block, and the anchorage limited block is used to limit work of the anchor ring along clamping cylinder of anchorage The shortening direction of stopper rod moves.
Further, in a kind of preferred embodiment of the present invention, partition rack is additionally provided on the vehicle frame, it is described Partition laying rack is for placing prestressed reinforced concrete partition.
Further, in a kind of preferred embodiment of the present invention, on the direction perpendicular to reinforced bar stretching, the folder The quantity of tight component is no less than one.
On the other hand, the present invention also provides a kind of deformed bar installation methods, comprising the following steps:
A, need to reinforcing bar to be mounted penetrate anchorage, the anchorage for penetrating reinforcing bar is put into the folder of deformed bar mounting device In tight component, clamping component work clamps anchorage;
B, lifting assembly promotes clamping component to setting height;
C, reinforcing bar is moved to whole stretching end from pre- stretching end by the walking assembly operating of deformed bar mounting device;
D, lifting assembly drops to above the fixed device of whole stretching end, and clamping component is unclamped, and the anchorage for penetrating reinforcing bar is fallen into The fixed device of whole stretching end;
E, the fixed device work of whole stretching end, anchorage is fixed;
F, the reinforcing bar for cutting pre- stretching end, penetrates anchorage for the reinforcing bar of pre- stretching end;
G, the anchorage of pre- stretching end is put into the fixed device of pre- stretching end, anchorage is consolidated in the fixed device work of pre- stretching end It is fixed.
Further, in the above-mentioned methods, pre- answer is additionally provided with pipe bending cylinder on reinforcement installation device, step A it Before, it further include the piston rod uplink of step M, pipe bending cylinder, the end of pipe bending cylinder rises to the top of anchorage installation position;In step In D, it further includes under step N, pipe bending cylinder after clamping component is unclamped that lifting assembly, which drops to above the fixed device of whole stretching end, Row heads into the anchorage for penetrating reinforcing bar in the fixed device of whole stretching end.
Further, it is additionally provided on the vehicle frame of the deformed bar mounting device in the above method mixed for placing prestressing force The partition rack of solidifying soil partition, in step C, during the walking assembly operating of deformed bar mounting device, by partition Prestressed concrete partition on rack is removed and is installed to designated position.
Deformed bar mounting device provided by the invention, including vehicle frame, walking component, lifting assembly, fixed plate and use In the clamping component for clamping anchorage, after clamping component clamps the reinforcing bar with anchorage, the walking of deformed bar mounting device Assembly operating pulls reinforcing bar to arrive whole stretching end, and by reinforcement installation on whole stretching end fixation device, and the present invention instead of answering in advance The artificial traction of power reinforcing bar and manually installed, it is more efficient.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only to be It more fully understands the present invention, and should not be construed limitation of the present invention.For those of ordinary skill in the art, exist Under the premise of not making the creative labor, other attached drawings can also be obtained according to the attached drawing of offer.
Fig. 1 is the matching relationship schematic diagram of anchorage and reinforcing bar;
Fig. 2 is a kind of structural schematic diagram of preferred embodiment of the present invention;
Fig. 3 is the partial enlarged view at the A of deformed bar mounting device shown in figure;
Fig. 4 is the status diagram after reinforcing bar is clamped by clamping device;
Fig. 5 is the status diagram after lifting assembly is promoted;
Fig. 6 is after deformed bar mounting device reaches whole stretching end, to prepare the status diagram of installation reinforcing bar;
Fig. 7 is the status diagram that reinforcing bar is mounted in the fixed device of whole stretching end;
Fig. 8 is the status diagram after reinforcing bar is mounted between pre- stretching end and whole stretching end;
Wherein, chain-dotted line shown in Fig. 2, Fig. 5, Fig. 6, Fig. 8 indicates the altitude line of deformed bar platform mould.
Specific embodiment
In order to make those skilled in the art better understand the technical solutions in the application, below in conjunction with the application reality The attached drawing in example is applied, the technical scheme in the embodiment of the application is clearly and completely described, it is clear that described implementation Example is merely a part but not all of the embodiments of the present application.
Fig. 2 and Fig. 3 are please referred to, a kind of deformed bar mounting device, including vehicle frame 1, walking group are present embodiments provided Part 2, lifting assembly 3, fixed plate 5 and the clamping component 4 for clamping anchorage 7, the setting of walking component 2 is in 1 bottom of vehicle frame, lifting Component 3 is arranged on 1 top of vehicle frame, and fixed plate 5 is fixed at the lower end of lifting assembly 3, and clamping component 4 is fixed at fixation The lower end surface of plate 5, lifting assembly 3 is for driving clamping component 4 to move up and down.
As shown in Figure 1, existing anchorage 7 can be directly used in the application, existing anchorage 7 is by 71 liang of male cone 72, anchor ring Part forms, and a conical through-hole is equipped in anchor ring 71, and male cone 72 is identical as the taper of the conical through-hole, and reinforcing bar 8 passes through male cone 72, Small-bore end motion of the male cone 72 to conical through-hole may result from lock effect, reinforcing bar 8 clamped.In the present embodiment, it walks Component 2 is for driving entire 8 mounting device of deformed bar to travel, so that reinforcing bar 8 to be mounted will be needed to tow to designated position, Lifting assembly 3 avoids encountering various barriers during towing, in addition, reaching in reinforcing bar 8 for going up and down reinforcing bar 8 Designated position, i.e., after end stretching end, lifting assembly 3 declines, convenient for reinforcing bar 8 to be put into the fixed device of whole stretching end.
Fig. 3 to Fig. 8 is please referred to, the course of work of the reinforcement installation device in the present embodiment is:
Such as Fig. 3, need to reinforcing bar to be mounted penetrate anchorage 7, the anchorage 7 for penetrating reinforcing bar is put into deformed bar installation dress In the clamping component 4 set, clamping component 4 works, and anchorage 7 is clamped, the state after clamping is as shown in Figure 4.Anchorage 7 is clamped it Afterwards, reinforcing bar will not be fallen from clamping component 4.Then, as shown in figure 5, lifting assembly 3 promotes clamping component 4 to setting height Degree, walking component 2 bring into operation, and reinforcing bar is moved to whole stretching end from pre- stretching end.After having arrived whole stretching end, need to penetrate steel The anchorage 7 of muscle is installed in the fixed device 91 of whole stretching end, at this point, as shown in fig. 6, lifting assembly 3 to drop to whole stretching end solid Determine 91 top of device, clamping component 4 is unclamped, and anchorage 7 and reinforcing bar fall into the fixed device 91 of whole stretching end, the fixed device of whole stretching end 91 work, anchorage 7 is fixed.At this point, cutting the reinforcing bar of pre- stretching end, the reinforcing bar of pre- stretching end is penetrated into anchorage 7.It will open in advance again The anchorage 7 of pull end is installed in the fixed device of pre- stretching end, the fixed device work of pre- stretching end, and anchorage 7 is fixed.So far, steel Muscle is mounted on platform mould.
Final state is as shown in figure 8, the whole stretching end of whole stretching end 9 fixes pre- of device 91 and pre- stretching end 10 The fixed device 101 of pull end respectively fixes reinforcing bar, and then whole stretching end 9 can carry out subsequent prestressing force drawing procedure.
In the present embodiment, the preferred lift cylinder of lifting assembly 3, fixed plate 5 are arranged on the piston rod of lift cylinder.
Specifically, Fig. 2 to Fig. 4 is please referred to, the clamping component 4 in the present embodiment includes clamping cylinder 41 and limit plate 42, Clamping cylinder 41 and the setting of the interval of limit plate 42, gap between the two are clamping oil for accommodating anchorage 7, the setting of limit plate 42 On the stretching direction of the piston rod of cylinder 41 and the plate face of limit plate 42 is vertical with the direction, is provided with what reinforcing bar passed through on limit plate 42 Groove, the piston-rod end of clamping cylinder 41 are used to hold out against the male cone 72 of anchorage 7, and limit plate 42 is used to limit the anchor ring of anchorage 7 71 move along the prolonging direction of 41 piston rod of clamping cylinder, and the groove is vertical slot open at one end, such as the U of lower ending opening Shape slot.In the installation process of reinforcing bar, the reinforcing bar for penetrating anchorage 7 is placed between clamping cylinder 41 and limit plate 42, wait draw Reinforcing bar pass through limit plate 42 on groove.Clamping cylinder 41 works, and the piston rod of clamping cylinder 41 moves ahead, and withstands anchorage 7 Male cone 72 pushes anchorage 7 to hold out against on limit plate 42.Due to the barrier effect of limit plate 42, the anchor ring 71 of anchorage 7 stops fortune Dynamic, the piston rod that male cone 72 is clamped oil cylinder 41 heads into anchor ring 71, and anchorage 7 is by reinforcing bar firm grip.It can prevent in this way Occurs the phenomenon that reinforcing bar falls off in distraction procedure.
Due to the thrust of clamping cylinder 41, there are frictional force between anchorage 7 and clamping cylinder 41 and limit plate 42, can prevent Reinforcing bar is fallen by gravity, can be in the work of clamping cylinder 41 in order to further prevent reinforcing bar to fall in distraction procedure Head lifting part 411 is arranged in the lower section of stopper rod end, and head lifting part 411 is for lifting anchorage 7.When clamping cylinder 41 presss from both sides anchorage 7 After tight, head lifting part 411 is located at the lower section of anchorage 7, can prevent reinforcing bar and anchorage 7 because gravity glides.
In order to be more convenient for installing, the deformed bar mounting device in above scheme further includes pushing tow component, pushing tow component It is arranged in fixed plate 5, the propulsion arm of pushing tow component can move up and down between clamping cylinder 41 and limit plate 42.Pushing tow component Preferably pipe bending cylinder 6, propulsion arm are the piston rod of pipe bending cylinder 6, and the piston-rod end of pipe bending cylinder 6 is equipped with anchorage pusher 61, anchorage pusher 61 is equipped with anchorage limited block close to one end of clamping cylinder 41, and anchorage limited block is used to limit the anchor of anchorage 7 Ring 71 is moved along the shortening direction of the piston rod of clamping cylinder 41.Obviously, pushing tow component may also be arranged on vehicle frame.
Pushing tow component can follow lifting assembly 3 to move up and down, and be placed to the folder of deformed bar mounting device in reinforcing bar Before tight component 4, pipe bending cylinder 6 is retracted, and then the anchorage 7 for penetrating reinforcing bar is put into clamping component 4.Clamping component 4 and top Pushing away component follows lifting assembly 3 to rise together, moves followed by deformed bar mounting device, and reinforcing bar is drawn to whole tensioning End, when anchorage 7 is above the fixed device 91 of whole stretching end, lifting assembly 3 declines, and pipe bending cylinder 6 extends downlink, and anchorage 7 is pushed up Enter in the fixed device 91 of whole stretching end.
It, can be by the extended length of platform mould, disposably in order to disposably make more prestressed concrete overlapped slabs More longer reinforcing bars are installed, prestressed reinforced concrete partition is then arranged on platform mould can disposably be given birth to using partition Produce multiple prestressed concrete overlapped slabs.In the present embodiment, vehicle frame 1 is equipped with partition rack, and partition laying rack is for putting Set prestressed reinforced concrete partition.In 2 operational process of walking component of deformed bar mounting device, by partition rack On prestressed concrete partition remove and be installed to designated position.
In order to disposably realize mostly with the traction of reinforcing bar and installation, on the direction vertically with reinforcing bar, the number of clamping component 4 Amount no less than one.
On the other hand, the present invention also provides a kind of deformed bar installation methods, comprising the following steps:
A, need to reinforcing bar to be mounted penetrate anchorage 7, the anchorage 7 for penetrating reinforcing bar is put into deformed bar mounting device In clamping component 4, clamping component 4 works, and anchorage 7 is clamped;
B, clamping component 4 is promoted and arrives setting height by lifting assembly 3;
C, the walking component 2 of deformed bar mounting device is run, and reinforcing bar is moved to whole stretching end from pre- stretching end;
D, lifting assembly 3 drops to fixed 91 top of device of whole stretching end, and clamping component 4 is unclamped, and penetrates the anchorage 7 of reinforcing bar Fall into the fixed device 91 of whole stretching end;
E, the fixed device 91 of whole stretching end works, and anchorage 7 is fixed;
F, the reinforcing bar for cutting pre- stretching end, penetrates anchorage 7 for the reinforcing bar of pre- stretching end;
G, the anchorage 7 of pre- stretching end is put into the fixed device of pre- stretching end, the fixed device work of pre- stretching end, by anchorage 7 It is fixed.
Further, in the above-mentioned methods, pre- answer is additionally provided with pipe bending cylinder 6 on reinforcement installation device, step A it Before, it further include the piston rod uplink of step M, pipe bending cylinder 6, the end of pipe bending cylinder 6 rises to the top of 7 installation position of anchorage;? In step D, it further includes step N, top after clamping component 4 is unclamped that lifting assembly 3, which drops to whole stretching end fixed 91 top of device, 6 downlink of push oil cylinder heads into the anchorage 7 for penetrating reinforcing bar in the fixed device 91 of whole stretching end.
Further, it is additionally provided on the vehicle frame 1 of the deformed bar mounting device in the above method for placing prestressing force The partition rack of concrete diaphragm, will be every in 2 operational process of walking component of deformed bar mounting device in step C Prestressed concrete partition on plate rack is removed and is installed to designated position.
The above is only the specific embodiment of the application, it is noted that for the ordinary skill of the art For personnel, the improvement without creative work made under the premise of not departing from the application principle is all considered as the application's Protection scope.

Claims (9)

1. a kind of deformed bar mounting device, which is characterized in that including vehicle frame (1), walk component (2), lifting assembly (3), Fixed plate (5) and clamping component (4) for clamping anchorage (7), walking component (2) setting are described in vehicle frame (1) bottom Lifting assembly (3) is arranged on the vehicle frame (1), and the fixed plate (5) setting is described in the lower end of the lifting assembly (3) Clamping component (4) is fixed at below the fixed plate (5), and the lifting assembly (3) is for driving the clamping component (4) It moves up and down;
The clamping component (4) includes clamping cylinder (41) and limit plate (42), and clamping cylinder (41) and limit plate (42) are spaced Setting, the limit plate (42) are arranged on the stretching direction of the piston rod of the clamping cylinder (41), the clamping cylinder (41) piston-rod end holds out against the anchorage (7) in limit plate for holding out against the male cone (72) of the anchorage (7) (42) on, the limit plate (42) is equipped with the groove that reinforcing bar passes through.
2. deformed bar mounting device according to claim 1, it is characterised in that: the lifting assembly (3) is to be promoted Oil cylinder, the fixed plate (5) are arranged on the piston rod of the lift cylinder.
3. deformed bar mounting device according to claim 1, it is characterised in that: the piston of the clamping cylinder (41) The lower section of bar end is equipped with head lifting part (411), and the head lifting part (411) is for lifting anchorage (7).
4. deformed bar mounting device according to claim 1, which is characterized in that further include pushing tow component, the top It pushes away component to be arranged on the fixed plate (5), the propulsion arm of the pushing tow component can be in the clamping cylinder (41) and the limit It moves up and down between position plate (42).
5. deformed bar mounting device according to claim 4, it is characterised in that: the pushing tow component is pipe bending cylinder (6) propulsion arm is the piston rod of pipe bending cylinder (6), and the piston-rod end of the pipe bending cylinder (6) is equipped with anchorage pusher (61), the anchorage pusher (61) is equipped with anchorage limited block close to the one end of clamping cylinder (41), and the anchorage limited block is used It is moved in the anchor ring (71) of limitation anchorage (7) along the shortening direction of the piston rod of clamping cylinder (41).
6. according to claim 1 to deformed bar mounting device described in 5 any one, which is characterized in that perpendicular to steel On the direction of muscle tensioning, the quantity of the clamping component (4) is multiple.
7. a kind of deformed bar installation method, which comprises the following steps:
A, need to reinforcing bar to be mounted penetrate anchorage (7), the anchorage (7) for penetrating reinforcing bar is put into deformed bar mounting device In clamping component (4), clamping component (4) work clamps anchorage (7);
B, clamping component (4) are promoted and arrive setting height by lifting assembly (3);
C, walking component (2) operation of deformed bar mounting device, is pulled to whole stretching end from pre- stretching end for reinforcing bar;
D, lifting assembly (3) drops to above whole stretching end fixed device (91), and clamping component (4) is unclamped, and penetrates the anchor of reinforcing bar It is fixed device (91) that tool (7) falls into whole stretching end;
E, whole stretching end fixed device (91) work, anchorage (7) are fixed;
F, the reinforcing bar for cutting pre- stretching end, penetrates anchorage (7) for the reinforcing bar of pre- stretching end;
G, the anchorage (7) of pre- stretching end is put into the fixed device of pre- stretching end, the fixed device work of pre- stretching end, by anchorage (7) It is fixed.
8. deformed bar installation method according to claim 7, which is characterized in that the deformed bar mounting device On be additionally provided with pipe bending cylinder (6), further include the piston rod uplink of step M, pipe bending cylinder (6), pipe bending cylinder before step A (6) end rises to the top of anchorage (7) installation position;In step D, lifting assembly (3) drops to the fixed device of whole stretching end (91) top after clamping component (4) is unclamped, further includes step N, pipe bending cylinder (6) downlink, the anchorage (7) for penetrating reinforcing bar is pushed up Enter in whole stretching end fixed device (91).
9. deformed bar installation method according to claim 7 or 8, it is characterised in that: the deformed bar installation The partition rack for placing prestressed concrete partition, in step C, prestress steel are additionally provided on the vehicle frame (1) of device In walking component (2) operational process of muscle mounting device, the prestressed concrete partition on partition rack is removed and installed To designated position.
CN201710103613.1A 2017-02-24 2017-02-24 A kind of deformed bar mounting device and method Active CN106863586B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710103613.1A CN106863586B (en) 2017-02-24 2017-02-24 A kind of deformed bar mounting device and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710103613.1A CN106863586B (en) 2017-02-24 2017-02-24 A kind of deformed bar mounting device and method

Publications (2)

Publication Number Publication Date
CN106863586A CN106863586A (en) 2017-06-20
CN106863586B true CN106863586B (en) 2019-04-12

Family

ID=59167844

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710103613.1A Active CN106863586B (en) 2017-02-24 2017-02-24 A kind of deformed bar mounting device and method

Country Status (1)

Country Link
CN (1) CN106863586B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103552960A (en) * 2013-11-08 2014-02-05 上海同新机电控制技术有限公司 Steel wire rope linear drawing device
CN204640508U (en) * 2015-05-13 2015-09-16 中铁建大桥工程局集团第四工程有限公司 A kind of reinforcing bar binding mould bases assembly used in the beam prefabricated construction of T
CN204867226U (en) * 2015-06-09 2015-12-16 天津市思博格兹自行车有限公司 Wire traction mechanism
CN205276888U (en) * 2015-12-14 2016-06-01 黄均贤 Pre -buried installation device of steel sheet skeleton concrete reinforcement
CN205421952U (en) * 2016-03-18 2016-08-03 国网山东省电力公司胶州市供电公司 Steel bar traction device
CN105881734A (en) * 2014-12-04 2016-08-24 宿迁力引实业有限公司 Tensioner for concrete prestressed piles
CN206551202U (en) * 2017-02-24 2017-10-13 中民筑友科技投资有限公司 A kind of deformed bar erecting device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103552960A (en) * 2013-11-08 2014-02-05 上海同新机电控制技术有限公司 Steel wire rope linear drawing device
CN105881734A (en) * 2014-12-04 2016-08-24 宿迁力引实业有限公司 Tensioner for concrete prestressed piles
CN204640508U (en) * 2015-05-13 2015-09-16 中铁建大桥工程局集团第四工程有限公司 A kind of reinforcing bar binding mould bases assembly used in the beam prefabricated construction of T
CN204867226U (en) * 2015-06-09 2015-12-16 天津市思博格兹自行车有限公司 Wire traction mechanism
CN205276888U (en) * 2015-12-14 2016-06-01 黄均贤 Pre -buried installation device of steel sheet skeleton concrete reinforcement
CN205421952U (en) * 2016-03-18 2016-08-03 国网山东省电力公司胶州市供电公司 Steel bar traction device
CN206551202U (en) * 2017-02-24 2017-10-13 中民筑友科技投资有限公司 A kind of deformed bar erecting device

Also Published As

Publication number Publication date
CN106863586A (en) 2017-06-20

Similar Documents

Publication Publication Date Title
CN104405041B (en) The prefabricated floor connector of steel building and mounting method thereof
CN108239997A (en) In-situ concrete wall one side formwork system
CN112523110B (en) Suspended casting construction hanging basket suspension system convenient to move
CN204225277U (en) The prefabricated floor connector of steel building
CN206551202U (en) A kind of deformed bar erecting device
CN106863586B (en) A kind of deformed bar mounting device and method
CN102352690A (en) Construction method of anti-floating locating system of cast-in-place concrete hollow floorslab steel tube
CN205012238U (en) A letter T roof beam anchor based on violently open prestressing force
CN114508232B (en) Ship type roof framework end cantilever beam construction technology
CN2440893Y (en) Apparatus for unitary horizontal movement of construction
KR101730798B1 (en) Form traveller
CN113174946B (en) Prestressed anchor cable structure and prestressed anchor cable construction method
CN207553648U (en) One kind is based on loose clip type jack combination presstressing tendon anchor trailer system
CN111794408A (en) Flexible connection structure between prefabricated infilled wall and prefabricated frame post
CN105672645A (en) Cantilever beam anchoring structure of projecting scaffold and cantilever beam anchoring construction method of cantilever beam anchoring structure
CN220888635U (en) Prestress anchor cable bundling device
CN102635115B (en) Method for efficiently recycling anchor bars
CN109537897A (en) Jacking type Building block construction method
CN217174759U (en) Increase prefabricated stake machine of guide bar
JP2019105031A (en) Method for removing floor slab of composite girder bridge and reinforcement member used for the same
AU2020256346B2 (en) Fiber-reinforced concrete - guided distribution methods for fibers in conventional construction
CN220318951U (en) Prestressed anchorage
CN109457618B (en) Cast-in-place construction method for concrete main beam
CN215633005U (en) Tunnel TBM stepping precast concrete member and tunnel
CN211623458U (en) Hydraulic detachable anchor cable

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Application publication date: 20170620

Assignee: Nanning Zhongmin zhuyou Intelligent Manufacturing Technology Co., Ltd

Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD.

Contract record no.: X2019430000004

Denomination of invention: Installation device and method of prestressed reinforcement

Granted publication date: 20190412

License type: Common License

Record date: 20191105

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Application publication date: 20170620

Assignee: Xiangxi Zhongmin zhuyou Technology Co., Ltd

Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD.

Contract record no.: X2020430000002

Denomination of invention: Installation device and method of prestressed reinforcement

Granted publication date: 20190412

License type: Common License

Record date: 20200305

CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province, 410000

Patentee after: Zhuyou Zhizao Technology Investment Co., Ltd

Address before: 410205 comprehensive building in Hunan province Changsha Kaifu District, No. 30 Xingang Road, Changsha Jinxia bonded logistics center room 3005

Patentee before: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT Ltd.

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Application publication date: 20170620

Assignee: Nantong Zhongmin zhuyou Zhizao Technology Co., Ltd

Assignor: Zhuyou Zhizao Technology Investment Co., Ltd

Contract record no.: X2020980007488

Denomination of invention: Installation device and method of prestressed steel bar

Granted publication date: 20190412

License type: Common License

Record date: 20201105