CN107338733A - A kind of hanging apparatus and hanging method for adjusting and positioning for steel box arch rib aerial statue - Google Patents

A kind of hanging apparatus and hanging method for adjusting and positioning for steel box arch rib aerial statue Download PDF

Info

Publication number
CN107338733A
CN107338733A CN201710687263.8A CN201710687263A CN107338733A CN 107338733 A CN107338733 A CN 107338733A CN 201710687263 A CN201710687263 A CN 201710687263A CN 107338733 A CN107338733 A CN 107338733A
Authority
CN
China
Prior art keywords
hanger
suspender
arch rib
steel box
box arch
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.)
Granted
Application number
CN201710687263.8A
Other languages
Chinese (zh)
Other versions
CN107338733B (en
Inventor
肖延军
张利军
黄新
唐俊
吴宇
黄忠睦
何鹏
赵孟贺
慈俊
李炎峰
万正全
李向南
张恺
朱淑兰
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.)
Shanghai Civil Engineering Co Ltd of CREC
Fifth Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Original Assignee
Shanghai Civil Engineering Co Ltd of CREC
Fifth Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
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 Shanghai Civil Engineering Co Ltd of CREC, Fifth Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC filed Critical Shanghai Civil Engineering Co Ltd of CREC
Priority to CN201710687263.8A priority Critical patent/CN107338733B/en
Publication of CN107338733A publication Critical patent/CN107338733A/en
Application granted granted Critical
Publication of CN107338733B publication Critical patent/CN107338733B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/12Slings comprising chains, wires, ropes, or bands; Nets
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • B66C13/08Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Abstract

The invention discloses a kind of hanging apparatus and hanging method for adjusting and positioning for steel box arch rib aerial statue, including adjustable suspender belt mechanism, suspender mechanism and hanger mechanism, the adjustable suspender belt mechanism includes suspender belt and the shackle of adjustable length, the lower end of suspender belt is connected with shackle, and is connected by shackle with hanger mechanism;It is arranged with 1 ~ 5 group of jack above the hanger mechanism in parallel, every group of jack includes spaced 1 ~ 10 jack, each jack is connected with steel strand wires, the lower end of steel strand wires is passed below hanger mechanism, and be connected with suspender mechanism, the lower end of the suspender mechanism is provided with rotating shaft and is connected with steel box arch rib hanger.And steel box arch rib aerial statue adjustment can be carried out by adjusting the hoisting depth of jack and the anglec of rotation of rotating shaft.Overall control can be carried out to the hoisting depth and horizontal tilt angle of steel box arch rib by the present invention, then independently adjusted by single suspension centre to realize the control at vertical direction angle of inclination.

Description

It is a kind of to be used for the adjustment of steel box arch rib aerial statue and the hanging apparatus positioned and lifting Method
Technical field
The present invention relates to bridge construction field, particularly a kind of lifting for adjusting and positioning for steel box arch rib aerial statue Device and hanging method.
Background technology
At present, during large span basket type steel case arch bridge steel box arch rib installation, because steel box arch rib is by temperature Degree change and the influence of various device fabrication errors, it is required to before each section installation of steel box arch rib using necessary, effective measures It is accurate to be located, and adjusts its aerial statue, ensures that the parameter such as arch and steel box arch rib circumferential weld deviation meets related specifications.
Large span basket type steel case arch bridge steel box arch rib is directed to, it is particularly difficult to ensure that its aerial statue is accurately positioned.
The patent of invention " Extroversive posture adjusting method for steel box arch rib section " of Patent No. 200810148104.1, it is open Following technical scheme:Turned over using on carrier, two groups of shoulder pole girders, four-point liftings lift scheme.Arch in steel box arch rib section The back of the body sets two suspension centres, and endosternum sets two suspension centres, by adjusting on suspension centre the length of suspender belt and suspension bracket in front and rear shoulder pole girder On position, the rib-lifting section after lifting is reached into bridge posture, off normal of the control suspension bracket on front and rear shoulder pole girder center line is controlled The stress of main rope and hoisting rope processed.This method effectively solve steel case arch spatial attitude adjustment and pose adjustment during it is inclined Load problem, the safe and reliable progress of hoisting process is ensure that, still, because two suspension centres separately lift by crane, be unfavorable for steel box arch rib Overall hoisting depth is uniformly controlled.
The content of the invention
, can the invention discloses a kind of hanging apparatus and hanging method for adjusting and positioning for steel box arch rib aerial statue Overall control is carried out with the hoisting depth to steel box arch rib and horizontal tilt angle, then independently adjusted by single suspension centre to realize The control at vertical direction angle of inclination.
To achieve the above object, the technical scheme is that:
A kind of hanging apparatus for adjusting and positioning for steel box arch rib aerial statue, including adjustable suspender belt mechanism, suspender mechanism And hanger mechanism, the adjustable suspender belt mechanism includes the suspender belt of adjustable length and shackle, the lower end of suspender belt are connected with shackle, And it is connected by shackle with hanger mechanism;It is arranged with 1 ~ 5 group of jack above the hanger mechanism in parallel, every group of jack includes Spaced 1 ~ 10 jack, each jack are connected with steel strand wires, and the lower end of steel strand wires is passed below hanger mechanism, And be connected with suspender mechanism, the lower end of the suspender mechanism is provided with rotating shaft and is connected with steel box arch rib hanger.
Further, the suspender mechanism includes two pieces of boatswain chairs, and pad is fixedly connected between the medial surface of two pieces of boatswain chairs Plate and lower bolster, are fixed with anchorage below upper padding plate, and the center of upper padding plate and anchorage has steel strand wires to pass through, and is connected below lower bolster There are two pieces of otic placodes, otic placode is provided centrally with through hole, and the rotating shaft of rotation connection is provided with the through hole of otic placode, and the rotating shaft passes through steel Case arch rib hanger and it is connected with steel box arch rib hanger.
Further, the lateral surface of two pieces of boatswain chairs is symmetrically arranged with lower suspender hanger;It is provided with above the hanger mechanism The jack supporting seat being connected with very heavy top bottom surface, the both sides of jack supporting seat opening position corresponding with lower suspender hanger Suspender hanger is provided with, chain block is provided between upper suspender hanger and lower suspender hanger.
Preferably, the front and back both sides of the otic placode are also respectively provided with lower securing plate, the lower securing plate it is upper Face is also fixedly connected with the first stiffener, the lower bolster with being connected below lower bolster between the lower securing plate and otic placode Above the second stiffener of triangle is also associated between boatswain chair.
Preferably, two pieces of upper securing plates be arrangeding in parallel, upper securing plate both sides difference are also associated with above the upper padding plate It is connected with boatswain chair medial surface, connecting plate is also fixedly connected between upper securing plate;Also connect between boatswain chair below the upper padding plate It is connected to the 3rd stiffener of triangle.
Further, the suspender belt includes upper suspender belt, lower suspender belt and adjusting rod, and the adjusting rod includes sleeve, upper screw rod With lower screw rod, the sleeve interior surface is provided with internal thread, the upper screw rod and lower screw rod the upper and lower part spiral shell with sleeve respectively Line is connected, and the lower end of the upper suspender belt is connected with upper screw rod upper end, and the upper end of the lower suspender belt is connected with lower screw rod lower end.
Further, hydraulic power unit is additionally provided with above the hanger mechanism, the master control control system passes through wireless parties Formula is connected with hydraulic power unit and jack, and the fuel feeding and jack lift stroke of hydraulic power unit are controlled by master control control system.
Further, the suspender belt upper end is provided with upper lift ring and is used to be articulated in hanging device suspension hook, under the suspender belt End is provided with lower lift ring and is detachably connected with shackle.
Further, both sides set a suspension bracket hanger respectively below the hanger mechanism, and the suspension bracket hanger is relative to be hung The axis of frame mechanism is symmetrical set, and the suspension bracket hanger is detachably connected with shackle.
Using the hanging apparatus for being used for steel box arch rib aerial statue and adjusting and positioning of above structure, first hung in hanging device Suspender belt is installed, welding is hung oneself in hanger mechanism jack installed above and hydraulic power unit, then in jack supporting seat both sides on hook Have hanger, the suspender hanger under the lateral surface welding of two pieces of boatswain chairs, chain block hook is hung into supreme suspender hanger with respectively In suspender hanger, chain block guide chain length is adjusted according to steel strand wires design length respectively;Then hanging device lift hanger is used Vacantly anchorage is installed below in pause lifting, upper padding plate afterwards for mechanism to suspender mechanism, and steel strand wires are installed between jack and anchorage, and steel twists Chain block is unloaded after line installation;Steel box arch rib hanger can be connected with steel box arch rib section after installation Come, and steel box arch rib aerial statue adjustment is carried out by adjusting the hoisting depth of jack.
The invention provides the method that above-described hanging apparatus is lifted, comprise the following steps:
S1. suspender belt is installed on hanging device suspension hook;
S2. in hanger mechanism jack installed above and hydraulic power unit;
S3. mounting hanger mechanism and chain block:The suspender hanger in the welding of jack supporting seat both sides, in the outer of two pieces of boatswain chairs The lower suspender hanger of side welding, chain block hook is hung in supreme suspender hanger and lower suspender hanger respectively, according to steel strand wires Design length adjusts chain block guide chain length respectively;
S4. steel strand wires are installed on jack and suspender:Vacantly pause carries afterwards for hanging device lift hanger mechanism to suspender mechanism Rise, upper padding plate is installed below anchorage, steel strand wires are installed between jack and anchorage, unload chain block after steel strand wires installation Under;
S5. steel box arch rib hanger is connected with steel box arch rib section;
S6. steel box arch rib aerial statue adjustment is carried out by adjusting the hoisting depth of jack;
S7., steel box arch rib is installed, it is rear to remove suspender mechanism and the connection of steel box arch rib section.
The present invention has advantages below:
(1)Overall control can be carried out to the hoisting depth and horizontal tilt angle of steel box arch rib, amount of high-altitude operation is greatly reduced, The efficiency of construction of work high above the ground dough figurine person is improved, substantially reduces the construction period.
(2), can be with by single suspension centre independent control, including the rotation of the hoisting depth of jack and the rotating shaft of suspender mechanism Carry out the adjustment at vertical direction angle of inclination;The angle of steel box arch rib can be entered by the rotation of rotating shaft and steel box arch rib hanger Row is more accurate to finely tune, and reduces heavy caused by aerial attitude accuracy deficiency when device fabrication error, installation during tradition lifting Polyphony full employment amount, being quickly accurately positioned during steel box arch rib installation is ensure that, improves efficiency of construction.
(3)By above-mentioned adjustment control, steel box arch rib quality control on construction is set to be improved significantly;
(4)Supporting lifting machine usage time is greatly decreased, improves lifting machine service efficiency.
(5)Present invention is particularly suitable for the wide aerial statue adjustment and positioning for uprising introversion steel box arch rib, construction can be made Quality, speed obtain effective guarantee, and the error in work progress is significantly reduced.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the mplifying structure schematic diagram that suspender mechanism is connected with jack;
Fig. 3 is the dimensional structure diagram of suspender mechanism.
In figure, hanging device suspension hook 1, upper lift ring 2, suspender belt 3, adjusting rod 4, jack 5, hanger mechanism 6, steel strand wires 7, steel Case arch rib hanger 8, steel box arch rib 9, suspender mechanism 10, suspension bracket hanger 11, shackle 12, upper suspender hanger 13, chain block 14, under Suspender hanger 15, anchorage 16, boatswain chair 17, otic placode 18, connecting plate 19, upper securing plate 20, upper padding plate 21, the second stiffener 22, under Backing plate 23, the first stiffener 24, lower securing plate 25, rotating shaft 26.
Embodiment
Below with reference to specific embodiment, the invention will be further described, but protection scope of the present invention be not limited to it is following Embodiment.
A kind of hanging apparatus for adjusting and positioning for the aerial statue of steel box arch rib 9, as shown in figure 1, being hung including adjustable Band mechanism, suspender mechanism 10 and hanger mechanism 6, wherein, adjustable suspender belt mechanism includes suspender belt 3 and the shackle of adjustable length 12, the lower end of suspender belt 3 is connected with shackle 12, and is connected by shackle 12 with hanger mechanism 6, by shackle can realize suspender belt 3 with The quick connection of hanger mechanism 6 and dismounting;In the present embodiment, hanger mechanism 6 is arranged with 2 groups of jack 5 in parallel above, every group thousand Jin top 5 includes spaced 2 jack 5, and each jack 5 is connected with steel strand wires 7, and the lower end of steel strand wires 7 passes suspension bracket Below mechanism 6, and it is connected with suspender mechanism 10, the lower end of suspender mechanism 10 is provided with rotating shaft 26 and connected with steel box arch rib hanger 8 Connect, by the lifting of jack 5, can hoisting hanger mechanism 10, so as to lift steel box arch rib 9.
For the more accurate positioning of steel box arch rib 9 can be realized, a kind of knot of preferable suspender mechanism 10 is present embodiments provided Structure, with reference to shown in Fig. 2 and Fig. 3, suspender mechanism 10 includes two pieces of boatswain chairs 17, is fixedly connected between the medial surface of two pieces of boatswain chairs 17 Upper padding plate 21 and lower bolster 23, upper padding plate 21 are fixed with anchorage 16 below, and the center of upper padding plate 21 and anchorage 16 has steel strand wires 7 to wear Cross, can be very good to fix steel strand wires 7 by anchorage, ensure the stability of lifting and positioning, lower bolster 23 is connected with two below Block otic placode 18, for otic placode 18 perpendicular to boatswain chair 17, otic placode 18 is provided centrally with through hole, is provided with the through hole of otic placode 18 by bearing The rotating shaft 26 of rotation connection, rotating shaft 26 are connected through steel box arch rib hanger 8 and with steel box arch rib hanger 8, pass through turning for rotating shaft 26 The dynamic rotation for driving steel box arch rib hanger 8, and then drive steel box arch rib 9 to carry out angle adjustment.
For convenience of suspender mechanism 10 is installed below in hanger mechanism 6, the lateral surface of two pieces of boatswain chairs 17, which is symmetrically arranged with down, to be hung Has hanger 15, hanger mechanism 6 is provided with the jack supporting seat being connected with the bottom surface of jack 5, the both sides of jack supporting seat above Lower 15 corresponding opening position of suspender hanger is provided with upper suspender hanger 13, set between upper suspender hanger 13 and lower suspender hanger 15 Chain block 14 is equipped with, when mounting hanger mechanism 10, first chain block 14 is linked up with and hangs supreme suspender hanger 13 respectively with In suspender hanger 15, the guide chain length of chain block 14, hanging device lift hanger machine are adjusted according to steel strand wires design length respectively To suspender mechanism, vacantly anchorage is installed below in pause lifting, upper padding plate 21 to structure 6 afterwards, and steel strand wires 7 are installed between jack 5 and anchorage, Chain block 14 is unloaded after the installation of steel strand wires 7.
To ensure the stability of suspender mechanism 10, corresponding strengthening mechanism, otic placode are provided with above and below in lower bolster 23 18 front and back both sides are also respectively provided with lower securing plate 25, with connecting below lower bolster 23 above lower securing plate 25 Connect, be also fixedly connected with the first stiffener 24 between lower securing plate 25 and otic placode 18, above lower bolster 23 between boatswain chair 17 It is also associated with the second stiffener 22 of triangle.Likewise, corresponding strengthening mechanism also is provided with above and below in upper padding plate 21, Upper padding plate 21 is also associated with two pieces of upper securing plates 20 be arrangeding in parallel above, the upper both sides of securing plate 20 respectively with the medial surface of boatswain chair 17 Connect, connecting plate 19 is also fixedly connected between upper securing plate 20;The upper padding plate 21 is also associated between boatswain chair 17 below 3rd stiffener of triangle.
The present embodiment additionally provides a kind of structure of the convenient adjustment length of suspender belt 3, includes upper suspender belt, lower suspender belt in suspender belt 3 With adjusting rod 4, adjusting rod 4 includes sleeve, upper screw rod and lower screw rod, and sleeve interior surface is provided with internal thread, upper screw rod and lower screw rod It is threadedly coupled respectively with the upper and lower part of sleeve, the lower end of upper suspender belt is connected with upper screw rod upper end, and the upper end of lower suspender belt is with Screw rod lower end connects, and can change the length of suspender belt 3 by the spinning in and out of upper screw rod and lower screw rod.
For convenience of the lifting work of remote control jack 5, hanger mechanism 6 is additionally provided with hydraulic power unit, master control control above System processed is wirelessly connected with hydraulic power unit and jack 5, and the fuel feeding of hydraulic power unit is controlled by master control control system With the lift stroke of jack 5.
To ensure the convenience and balance of lifting, the upper end of suspender belt 3 is provided with upper lift ring 2 and hung for being articulated in hanging device On hook 1, the lower end of suspender belt 3 is provided with lower lift ring and is detachably connected with shackle 12;Hanger mechanism 6 sets one to hang in both sides respectively below Frame hanger 11, suspension bracket hanger 11 are symmetrical set with respect to the axis of hanger mechanism 6, and corresponding, suspender belt 3 is also equipped with 2, with And every suspender belt 3 has a shackle 12 below, suspension bracket hanger 11 is detachably connected with shackle 12.
S1. suspender belt is installed on hanging device suspension hook 1:After suspender belt 3 and adjusting rod 4 are connected by shackle 12 respectively Hang as on hanging device suspension hook 1 and suspension bracket hanger 11, make each suspension centre director degree identical by the adjustment of adjusting rod 4 and satisfaction designs It is required that;
S2. in 6 jack installed above of hanger mechanism and hydraulic power unit:According between the vertical alignment design jack 5 of steel box arch rib 9 Away from the present embodiment jack 5 uses self-anchored type continuance lifting jack, continuous in the specified location of hanger mechanism 6 installation self-anchored type Lifting jack, fixation is attached using flange type of attachment between self-anchored type continuance lifting jack and jack supporting seat, Hydraulic power unit oil pump oil pipe and self-anchored type continuance lifting jack are installed into post debugging equipment;
S3. mounting hanger mechanism and chain block:The suspender hanger 13 in the welding of jack supporting seat both sides, in two pieces of boatswain chairs 17 The lower suspender hanger 15 of lateral surface welding, chain block 14 is linked up with and hangs supreme suspender hanger 13 and lower suspender hanger 15 respectively In, the guide chain length of chain block 14 is adjusted according to the design length of steel strand wires 7 respectively;
S4. steel strand wires are installed on jack and suspender:Vacantly pause carries afterwards for hanging device lift hanger mechanism to suspender mechanism Rise, upper padding plate is installed below anchorage, steel strand wires are installed between jack and anchorage, unload chain block after steel strand wires installation Under;
S5. steel box arch rib hanger 8 is connected with steel box arch rib section:Steel box arch rib 9 is adjusted close to aerial using hanging device Posture is simultaneously positioned over falsework, and suspender mechanism 10 and steel are carried out at hanging device lifting hanger mechanism 6 to steel box arch rib hanger 8 The welded and installed of case arch rib hanger 8;
S6. steel box arch rib aerial statue adjustment is carried out by adjusting the hoisting depth of jack:Adjusted using master control control system 7 vertical stress of steel strand wires at whole self-anchored type continuance lifting jack to all suspension centres, it is hanging that hanging device is promoted to steel box arch rib 9 Pause lifting afterwards, adjustment steel box arch rib section aerial statue to design requirement, hanging device lift steel box arch rib 9 to design and installation Position carries out steel box arch rib 9 and installed;
S7., steel box arch rib 9 is installed, it is rear to remove suspender mechanism 10 and the connection of steel box arch rib section.

Claims (10)

1. a kind of hanging apparatus for adjusting and positioning for steel box arch rib aerial statue, including adjustable suspender belt mechanism, suspender machine Structure and hanger mechanism, it is characterised in that:The adjustable suspender belt mechanism includes suspender belt and the shackle of adjustable length, under suspender belt End is connected with shackle, and is connected by shackle with hanger mechanism;It is arranged with 1 ~ 5 group of jack above the hanger mechanism in parallel, Every group of jack includes spaced 1 ~ 10 jack, and each jack is connected with steel strand wires, and the lower end of steel strand wires passes Below hanger mechanism, and it is connected with suspender mechanism, the lower end of the suspender mechanism is provided with rotating shaft and connected with steel box arch rib hanger Connect.
2. the hanging apparatus according to claim 1 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
The suspender mechanism includes two pieces of boatswain chairs, and upper padding plate and lower bolster are fixedly connected between the medial surface of two pieces of boatswain chairs, on It is fixed with anchorage below backing plate, the center of upper padding plate and anchorage there are steel strand wires to pass through, and two pieces of otic placodes, ear are connected with below lower bolster Plate is provided centrally with through hole, is provided with the rotating shaft of rotation connection in the through hole of otic placode, the rotating shaft through steel box arch rib hanger and It is connected with steel box arch rib hanger.
3. the hanging apparatus according to claim 2 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
The lateral surface of two pieces of boatswain chairs is symmetrically arranged with lower suspender hanger;It is provided with above the hanger mechanism and is connected with very heavy top bottom surface Jack supporting seat, the both sides of jack supporting seat opening position corresponding with lower suspender hanger is provided with upper suspender and hangs Ear, chain block is provided between upper suspender hanger and lower suspender hanger.
4. the hanging apparatus according to claim 2 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
The front and back both sides of the otic placode are also respectively provided with lower securing plate, above the lower securing plate with lower bolster Connect below, be also fixedly connected with the first stiffener between the lower securing plate and otic placode, above the lower bolster with boatswain chair Between be also associated with the second stiffener of triangle.
5. the hanging apparatus according to claim 2 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
Be also associated with two pieces of upper securing plates be arrangeding in parallel above the upper padding plate, upper securing plate both sides respectively with boatswain chair medial surface Connect, connecting plate is also fixedly connected between upper securing plate;Triangle is also associated between boatswain chair below the upper padding plate 3rd stiffener.
6. the hanging apparatus according to claim 1 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
The suspender belt includes upper suspender belt, lower suspender belt and adjusting rod, and the adjusting rod includes sleeve, upper screw rod and lower screw rod, described Sleeve interior surface is provided with internal thread, and the upper screw rod and lower screw rod are threadedly coupled with the upper and lower part of sleeve respectively, it is described on The lower end of suspender belt is connected with upper screw rod upper end, and the upper end of the lower suspender belt is connected with lower screw rod lower end.
7. the hanging apparatus according to claim 1 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
Hydraulic power unit and master control control system are additionally provided with above the hanger mechanism, the master control control system passes through wireless parties Formula is connected with host computer, and host computer controls the fuel feeding and jack lift stroke of hydraulic power unit by master control control system.
8. the hanging apparatus according to claim 1 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
The suspender belt upper end is provided with upper lift ring and is used to be articulated in hanging device suspension hook, and the suspender belt lower end is provided with lower lift ring It is detachably connected with shackle.
9. the hanging apparatus according to claim 8 for adjusting and positioning for steel box arch rib aerial statue, it is characterised in that:
Both sides set a suspension bracket hanger, axis of the suspension bracket hanger with respect to hanger mechanism respectively below the hanger mechanism It is symmetrical set, the suspension bracket hanger is detachably connected with shackle.
10. the side that the hanging apparatus for adjusting and positioning for steel box arch rib aerial statue as claimed in claim 3 is controlled Method, it is characterised in that comprise the following steps:
S1. suspender belt is installed on hanging device suspension hook;
S2. in hanger mechanism jack installed above and hydraulic power unit;
S3. mounting hanger mechanism and chain block:The suspender hanger in the welding of jack supporting seat both sides, in the outer of two pieces of boatswain chairs The lower suspender hanger of side welding, chain block hook is hung in supreme suspender hanger and lower suspender hanger respectively, according to steel strand wires Design length adjusts chain block guide chain length respectively;
S4. steel strand wires are installed on jack and suspender:Vacantly pause carries afterwards for hanging device lift hanger mechanism to suspender mechanism Rise, upper padding plate is installed below anchorage, steel strand wires are installed between jack and anchorage, unload chain block after steel strand wires installation Under;
S5. steel box arch rib hanger is connected with steel box arch rib section;
S6. steel box arch rib aerial statue adjustment is carried out by adjusting the hoisting depth of jack;
S7., steel box arch rib is installed, it is rear to remove suspender mechanism and the connection of steel box arch rib section.
CN201710687263.8A 2017-08-11 2017-08-11 Hoisting device and hoisting method for adjusting and positioning overhead posture of steel box arch rib Active CN107338733B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710687263.8A CN107338733B (en) 2017-08-11 2017-08-11 Hoisting device and hoisting method for adjusting and positioning overhead posture of steel box arch rib

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710687263.8A CN107338733B (en) 2017-08-11 2017-08-11 Hoisting device and hoisting method for adjusting and positioning overhead posture of steel box arch rib

Publications (2)

Publication Number Publication Date
CN107338733A true CN107338733A (en) 2017-11-10
CN107338733B CN107338733B (en) 2023-06-06

Family

ID=60216867

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710687263.8A Active CN107338733B (en) 2017-08-11 2017-08-11 Hoisting device and hoisting method for adjusting and positioning overhead posture of steel box arch rib

Country Status (1)

Country Link
CN (1) CN107338733B (en)

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108018784A (en) * 2017-12-27 2018-05-11 李雨林 A kind of road and bridge construction material lifting device
CN108221702A (en) * 2018-03-12 2018-06-29 中铁上海工程局集团有限公司 A kind of integral lifting apparatus of introversion formula steel case arch rib
CN108374398A (en) * 2018-01-10 2018-08-07 中国铁建港航局集团有限公司 A kind of salvaging force application apparatus
CN109399454A (en) * 2018-11-13 2019-03-01 中国二十冶集团有限公司 A kind of hanging apparatus and method of industry crane beam lower tubular member
CN110080083A (en) * 2019-06-10 2019-08-02 中铁十八局集团第二工程有限公司 The method for installing basket type steel truss arch main chord
CN110240055A (en) * 2019-07-22 2019-09-17 中国公路工程咨询集团有限公司 A kind of steel box-girder hanging apparatus
CN110467113A (en) * 2019-08-28 2019-11-19 四川路桥桥梁工程有限责任公司 Large-tonnage tunnel anchorage dissipates cable saddle hanging apparatus and method
CN110593112A (en) * 2019-09-25 2019-12-20 中交二公局第五工程有限公司 Suspension bridge hanging beam system and hanging beam process
CN111622125A (en) * 2020-06-10 2020-09-04 中铁二局第二工程有限公司 Method for mounting through-type inverted triangular comb-shaped steel pipe arch rib
CN112061955A (en) * 2020-09-25 2020-12-11 中国一冶集团有限公司 Eccentric lifting appliance device for dismantling steel truss of silo
CN112323648A (en) * 2020-11-09 2021-02-05 中交二公局第五工程有限公司 Segment erection lifting appliance based on bridge construction and use method thereof
CN112875512A (en) * 2021-04-01 2021-06-01 中国人民解放军63926部队 Self-adaptive adjusting device and method for hoisting wind load
CN113371587A (en) * 2021-06-29 2021-09-10 深圳精智机器有限公司 Hoisting and battery replacing equipment and method
CN113684767A (en) * 2021-09-09 2021-11-23 中铁宝桥集团有限公司 Adjustable steel arch rib construction operation method and platform
CN113832864A (en) * 2021-10-26 2021-12-24 重庆城建控股(集团)有限责任公司 Lifting closure construction method for arch rib of steel box arch bridge
CN114346632A (en) * 2022-01-10 2022-04-15 新余钢铁股份有限公司 Method for installing and resetting swing arm of continuous casting ladle turret
CN114575251A (en) * 2021-12-24 2022-06-03 安徽省公路桥梁工程有限公司 Large-span steel truss arch bridge construction system and construction method
CN114590714A (en) * 2022-01-27 2022-06-07 柳州欧维姆工程有限公司 Hoisting device and hoisting method for realizing integral continuous large-amplitude spatial angle rotation of heavy object
CN116005557A (en) * 2022-12-05 2023-04-25 中铁上海工程局集团第一工程有限公司 Method for mounting large-span flying swallow type basket steel box arch bridge space special-shaped arch rib structure
CN118579646A (en) * 2024-06-03 2024-09-03 无锡交通建设工程集团股份有限公司 Binding type anti-drop stable hoisting device for box girder and hoisting process
CN110240055B (en) * 2019-07-22 2024-11-05 中国公路工程咨询集团有限公司 Steel box girder lifting device

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI925357A (en) * 1992-11-25 1994-05-26 Jari Ruusunen construction method
JP2000352017A (en) * 1999-06-09 2000-12-19 Kawada Industries Inc Bridge erection method
CN2644490Y (en) * 2003-06-09 2004-09-29 上海市基础工程公司 Hoisting, installing and adjusting device for large tonnage arch rib
CN101525865A (en) * 2008-12-30 2009-09-09 中铁二局股份有限公司 Extroversive posture adjusting method for steel box arch rib section
CN102733310A (en) * 2012-06-29 2012-10-17 中铁大桥局集团有限公司 Lifting construction method for arch rib segments of steel box handle-basket arch bridge
CN207244465U (en) * 2017-08-11 2018-04-17 中铁上海工程局集团有限公司 A kind of hanging apparatus for adjusting and positioning for steel box arch rib aerial statue

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI925357A (en) * 1992-11-25 1994-05-26 Jari Ruusunen construction method
JP2000352017A (en) * 1999-06-09 2000-12-19 Kawada Industries Inc Bridge erection method
CN2644490Y (en) * 2003-06-09 2004-09-29 上海市基础工程公司 Hoisting, installing and adjusting device for large tonnage arch rib
CN101525865A (en) * 2008-12-30 2009-09-09 中铁二局股份有限公司 Extroversive posture adjusting method for steel box arch rib section
CN102733310A (en) * 2012-06-29 2012-10-17 中铁大桥局集团有限公司 Lifting construction method for arch rib segments of steel box handle-basket arch bridge
CN207244465U (en) * 2017-08-11 2018-04-17 中铁上海工程局集团有限公司 A kind of hanging apparatus for adjusting and positioning for steel box arch rib aerial statue

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108018784A (en) * 2017-12-27 2018-05-11 李雨林 A kind of road and bridge construction material lifting device
CN108374398A (en) * 2018-01-10 2018-08-07 中国铁建港航局集团有限公司 A kind of salvaging force application apparatus
CN108221702A (en) * 2018-03-12 2018-06-29 中铁上海工程局集团有限公司 A kind of integral lifting apparatus of introversion formula steel case arch rib
CN108221702B (en) * 2018-03-12 2024-01-30 中铁上海工程局集团有限公司 Integral lifting device for arch rib of inward-tilting steel box arch bridge
CN109399454A (en) * 2018-11-13 2019-03-01 中国二十冶集团有限公司 A kind of hanging apparatus and method of industry crane beam lower tubular member
CN110080083A (en) * 2019-06-10 2019-08-02 中铁十八局集团第二工程有限公司 The method for installing basket type steel truss arch main chord
CN110240055A (en) * 2019-07-22 2019-09-17 中国公路工程咨询集团有限公司 A kind of steel box-girder hanging apparatus
CN110240055B (en) * 2019-07-22 2024-11-05 中国公路工程咨询集团有限公司 Steel box girder lifting device
CN110467113A (en) * 2019-08-28 2019-11-19 四川路桥桥梁工程有限责任公司 Large-tonnage tunnel anchorage dissipates cable saddle hanging apparatus and method
CN110593112A (en) * 2019-09-25 2019-12-20 中交二公局第五工程有限公司 Suspension bridge hanging beam system and hanging beam process
CN111622125A (en) * 2020-06-10 2020-09-04 中铁二局第二工程有限公司 Method for mounting through-type inverted triangular comb-shaped steel pipe arch rib
CN112061955A (en) * 2020-09-25 2020-12-11 中国一冶集团有限公司 Eccentric lifting appliance device for dismantling steel truss of silo
CN112323648A (en) * 2020-11-09 2021-02-05 中交二公局第五工程有限公司 Segment erection lifting appliance based on bridge construction and use method thereof
CN112875512A (en) * 2021-04-01 2021-06-01 中国人民解放军63926部队 Self-adaptive adjusting device and method for hoisting wind load
CN113371587A (en) * 2021-06-29 2021-09-10 深圳精智机器有限公司 Hoisting and battery replacing equipment and method
CN113684767A (en) * 2021-09-09 2021-11-23 中铁宝桥集团有限公司 Adjustable steel arch rib construction operation method and platform
CN113832864A (en) * 2021-10-26 2021-12-24 重庆城建控股(集团)有限责任公司 Lifting closure construction method for arch rib of steel box arch bridge
CN114575251A (en) * 2021-12-24 2022-06-03 安徽省公路桥梁工程有限公司 Large-span steel truss arch bridge construction system and construction method
CN114575251B (en) * 2021-12-24 2024-04-30 安徽省公路桥梁工程有限公司 Large-span steel truss arch bridge construction system and construction method
CN114346632A (en) * 2022-01-10 2022-04-15 新余钢铁股份有限公司 Method for installing and resetting swing arm of continuous casting ladle turret
CN114346632B (en) * 2022-01-10 2022-11-01 新余钢铁股份有限公司 Method for installing and resetting swing arm of continuous casting ladle turret
CN114590714A (en) * 2022-01-27 2022-06-07 柳州欧维姆工程有限公司 Hoisting device and hoisting method for realizing integral continuous large-amplitude spatial angle rotation of heavy object
CN116005557A (en) * 2022-12-05 2023-04-25 中铁上海工程局集团第一工程有限公司 Method for mounting large-span flying swallow type basket steel box arch bridge space special-shaped arch rib structure
CN116005557B (en) * 2022-12-05 2023-09-29 中铁上海工程局集团有限公司 Method for mounting large-span flying swallow type basket steel box arch bridge space special-shaped arch rib structure
CN118579646A (en) * 2024-06-03 2024-09-03 无锡交通建设工程集团股份有限公司 Binding type anti-drop stable hoisting device for box girder and hoisting process

Also Published As

Publication number Publication date
CN107338733B (en) 2023-06-06

Similar Documents

Publication Publication Date Title
CN107338733A (en) A kind of hanging apparatus and hanging method for adjusting and positioning for steel box arch rib aerial statue
CN207244465U (en) A kind of hanging apparatus for adjusting and positioning for steel box arch rib aerial statue
CN208869222U (en) Hanging apparatus
CN106081870A (en) A kind of nuclear power station steel dome balance hanging method
CN204897163U (en) Interval adjustable hoist compensating beam hoist
CN108116973A (en) A kind of adjustable self-balancing hanging apparatus
CN209075909U (en) Aerial work safety belt suspension arrangement
CN207811049U (en) A kind of adjustable self-balancing hanging apparatus
CN105776011B (en) Method for mounting crane beam at top of blast furnace
CN205472359U (en) Novel tower crane
CN106744251B (en) A kind of hanging apparatus for steel structure modularization unit
CN107458965B (en) A kind of large scale equipment hanging method
CN106812216B (en) A kind of mast-Cable forces system integral installation method
CN106586801B (en) A kind of inner stator hoisting and overturning structure
CN210763880U (en) A driving hoist device for steam turbine rotor lifts by crane
CN104878139B (en) Blast furnace Y-type three way type installation method of formula down-comer integral hoisting
CN207435902U (en) Pier shaft hanging flower basket mounting platform
CN205676052U (en) Bench type transformer crane device
CN206195237U (en) A eccentric chair that is used for V type cluster insulator to change operation
CN208500108U (en) A kind of balance hanging beam
CN212334349U (en) Prefabricated staircase hoisting accessory
CN209291806U (en) A kind of novel grab bucket
CN206553056U (en) A kind of hanging apparatus for steel structure modularization unit
CN209242469U (en) A kind of boat frame hoisting structure
CN209482163U (en) A kind of hanging basket device for suspension bridge sling replacing

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