CN113120771A - Double-side synchronous hoisting equipment suitable for rear cantilever arm of composite-section beam bridge and construction method - Google Patents

Double-side synchronous hoisting equipment suitable for rear cantilever arm of composite-section beam bridge and construction method Download PDF

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Publication number
CN113120771A
CN113120771A CN202110560954.8A CN202110560954A CN113120771A CN 113120771 A CN113120771 A CN 113120771A CN 202110560954 A CN202110560954 A CN 202110560954A CN 113120771 A CN113120771 A CN 113120771A
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CN
China
Prior art keywords
hoisting
longitudinal beam
prefabricated
cantilever
anchoring
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Pending
Application number
CN202110560954.8A
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Chinese (zh)
Inventor
卢永成
郭济
齐新
王猛
尚家辉
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Priority to CN202110560954.8A priority Critical patent/CN113120771A/en
Publication of CN113120771A publication Critical patent/CN113120771A/en
Pending legal-status Critical Current

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-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
    • B66C1/10—Load-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
    • B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00—Base supporting structures with legs
    • B66C5/02—Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
    • B66C5/04—Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods with runways or tracks supported for movements relative to bridge or gantry
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/10—Undercarriages or bogies, e.g. end carriages, end bogies
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/16—Travelling gear incorporated in or fitted to trolleys or cranes with means for maintaining alignment between wheels and track
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/18—Travelling gear incorporated in or fitted to trolleys or cranes with means for locking trolleys or cranes to runways or tracks to prevent inadvertent movements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10—Cantilevered erection

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a hoisting device and a construction method, which are suitable for synchronously hoisting prefabricated cantilever arms on two sides of a composite section beam. The hoisting equipment mainly comprises a gantry system, an anchoring system, a hoisting system and a traveling system. The gantry system is fixed on the core longitudinal beam through the anchoring system, the prefabricated cantilever arms are hoisted to the two sides of the core longitudinal beam through the hoisting system, after the installation of the pair of cantilever arms is completed, the anchoring between the hoisting equipment and the core longitudinal beam is removed, the hoisting equipment moves forwards through the bridge floor traveling system, and the next section is hoisted. The hoisting equipment can ensure sufficient beam conveying space on the beam, so that when the site does not have the parking condition of a large crane ship or a crane, the hoisting equipment does not influence the transportation and assembly of the subsequent core-spanning longitudinal beam, thereby improving the efficiency and shortening the construction period.

Description

Double-side synchronous hoisting equipment suitable for rear cantilever arm of composite-section beam bridge and construction method
The technical field is as follows:
the invention belongs to the technical field of bridge construction, and particularly relates to double-side synchronous hoisting equipment suitable for a rear cantilever arm of a composite-section girder bridge and a construction method.
Background art:
aiming at the characteristics that the bridge is firstly assembled with the prefabricated core longitudinal beam and then assembled with the prefabricated cantilever arm, a bridge transverse subsection prefabrication and assembling method which is excellent in stress performance, simple and reasonable in structure, rapid and convenient to construct and a walking hoisting device suitable for the assembling method need to be provided.
At present, the longitudinal splicing process of the prefabricated segmental beam is mature, and hoisting equipment commonly used in engineering is also mostly applied to hoisting of longitudinal bridge segments. How to efficiently and safely complete the system conversion of the hoisting equipment, realize the assembly of transverse sections and ensure the stability of the hoisting equipment in a forward bridge traveling state is a problem to be researched and solved.
In addition, the traditional installation method of the core box girder usually adopts a large-scale hoisting ship in water or a hoisting crane on land under a bridge floor to hoist the steel box girder transported to the site, and then the steel box girder is hoisted and assembled by a bridge girder erection machine or hoisting equipment; when the underwater conditions under the bridge do not have the parking conditions of a large-scale crane ship or a crane, the beam transporting and hoisting work of the traditional method is difficult to carry out, so that the construction difficulty is increased, and the construction efficiency is reduced.
The invention content is as follows:
the hoisting equipment is suitable for the composite section girder, can realize synchronous hoisting of the prefabricated cantilever arms on two sides of the composite section girder bridge, and can guarantee sufficient space for transporting the girder on the girder without influencing subsequent splicing of the core-spanning longitudinal girder when a large-scale crane ship or a crane is not available on site. After the prefabricated cantilever arms on the two sides are hoisted and the temporary prestress tensioning is completed, the anchoring between the support pedestal and the core longitudinal beam can be released without waiting for the joint concrete to reach the strength, and the concrete is moved to the next section to continue hoisting.
In order to realize the functions, the main technical scheme of the invention is as follows: the double-side synchronous hoisting equipment and the construction method are suitable for the rear cantilever arm of the composite-section segmental beam bridge. The hoisting equipment and the construction method are based on a composite section segmental beam system, and are characterized by comprising a built section core longitudinal beam, a prefabricated cantilever arm, a pre-embedded temporary anchoring block, temporary prestress and a support bracket.
The double-side synchronous hoisting equipment suitable for the rear cantilever arm of the composite-section girder bridge comprises a portal system, a hoisting system, an anchoring system and a bridge floor walking system, wherein the portal system is fixed on a core longitudinal beam through the anchoring system, the prefabricated cantilever arm is hoisted to the two sides of the core longitudinal beam through the hoisting system, and after hoisting is completed, the portal system moves forwards through the bridge floor walking system.
The portal system comprises a portal main beam and support legs, wherein the support legs are fixed on two sides of the core longitudinal beam through the anchoring system, and a support pedestal is arranged at the bottom of the support pedestal and connected with the anchoring system; the main beam is fixed on the supporting leg and extends out of the cantilever, and the cantilever of the main beam is connected to the top of the supporting leg through a pull rod. To ensure that subsequent prefabricated sections are transported in the built section, the clear leg spacing should not be less than the transport width (including the carrier and its upper prefabricated sections) and the gantry main beam clearance should not be less than the transport height (including the carrier and its upper prefabricated sections). And the cantilevers on the two sides are provided with hoisting systems, and when the cantilever is hoisted, the gravity of the cantilever is transmitted to the core longitudinal beam through the main beam and the supporting legs.
The hoisting system comprises a hoisting lifting system, a traveling crane and a hoisting beam. The hoisting and lifting system comprises a hoisting cross beam and a winch or other continuous lifting devices, and the lower end of a sling of each lifting device is connected with the hoisting cross beam and is used for hanging and assembling the prefabricated cantilever arm; the walking crown block can move on the cantilever of the portal main beam and is used for accurately positioning when the prefabricated cantilever arm is hoisted. The selection of the hoisting points must ensure that the prefabricated cantilever arm does not rotate, tilt or overturn after being hoisted, preferably, the prefabricated cantilever arm adopts 4 hoisting points for hoisting, preferably, the hoisting points can be arranged at the position of 1/4 cantilever arms along the bridge direction, and the hoisting points are symmetrically arranged along the bridge direction according to the gravity center position of the cantilever arm.
The anchoring system comprises an anchoring device and a supporting pedestal. When the prefabricated cantilever arm is hoisted, the support pedestal is fixed on the fixed lug seat of the core longitudinal beam through the anchoring device; when the cantilever arm hoisting equipment travels, the anchoring device is detached; preferably, the anchoring device is a pin shaft system which is convenient to install and remove, the upper end of the anchoring device is connected with the supporting pedestal through a pin shaft, and the lower end of the anchoring device is connected with the fixing lug seat of the core longitudinal beam through a pin shaft. After the prefabricated cantilever arms on the two sides are hoisted, the anchoring devices are dismantled, and the hoisting equipment moves forwards.
The traveling system comprises a sliding seat, two traveling rails which are paved on the core longitudinal beam along the bridge direction, a pushing oil cylinder and a left-hand thread mechanism. The two longitudinal rails are arranged on two sides of the core longitudinal beam and below the supporting legs; a sliding seat matched with the rail is arranged on the rail, the front end of the pushing oil cylinder is propped against the sliding seat, and the rear end of the pushing oil cylinder is fixed on the rail; the upper part of the left-hand thread mechanism is fixed on the support pedestal through a pin shaft, and the lower part of the left-hand thread mechanism is contacted with the lower side of the upper flange of the track through rollers on two sides, so that the hoisting equipment can be prevented from overturning when moving forwards, and the stable forward movement of the hoisting equipment is realized.
Aiming at the hoisting equipment, the invention also provides a construction method which is matched with the hoisting equipment and is suitable for synchronously hoisting the two sides of the composite section beam to prefabricate the cantilever arms, and the construction method comprises the following steps:
and a, erecting and assembling the core longitudinal beam of the main section by the bridge girder erection machine, completing forward movement, and erecting cantilever arm hoisting equipment on the core longitudinal beam. b, the beam transporting vehicle transports the prefabricated cantilever arm to a specified position, and simultaneously carries out the transportation of the subsequent cross-core longitudinal beam segment, and the subsequent cross-core longitudinal beam
The beam assembly and the hoisting of the prefabricated cantilever of the section are carried out simultaneously.
c, when the prefabricated cantilever arm is hoisted, the support pedestal is fixed on the core longitudinal beam through the anchoring system, and the girder cantilever end hoisting device is used for hoisting a pair of girder cantilever ends
Hoisting the prefabricated cantilever arm to two sides of the core, finely adjusting the position of the cantilever arm through a traveling crane, and carrying out accurate positioning and installation; keeping suspension, and tensioning temporary prestress between a pair of prefabricated cantilever arms; the self-balancing of the prefabricated cantilever arm is realized under the action of the self-weight, the temporary prestress and the vertical supporting force of the bottom bracket.
d, finishing the temporary prestress tensioning of the prefabricated cantilever arm and the core longitudinal beam, removing the hoisting suspension, and dismantling the support pedestal and the core longitudinal beam
An anchoring device therebetween; further, a longitudinal pushing oil cylinder of the bridge deck traveling system longitudinally pushes the sliding seat along the track direction, so that the hoisting equipment moves forwards; at the moment, the roller of the left-hand thread mechanism is contacted with the upper flange of the track, so that the hoisting equipment is prevented from overturning when moving forwards;
furthermore, after the crane travels to the hoisting position of the next section of cantilever arm, the support pedestal is fixed on the core longitudinal beam through the anchoring system,
and carrying out next round of hoisting.
The arrangement form of the temporary prestress in the step c can be 1, 2 or more, and preferably, the arrangement form of 2 prestress can be adopted. The two pre-buried anchor blocks are positioned on the prefabricated cantilever arm, are symmetrical along the bridge direction about the center line of a rib plate of the cantilever arm, are wide from the center line 1/4, and have the cantilever arm length of 1/3-1/2 along the bridge direction joint distance.
The invention has the advantages that:
1. the equipment turnover efficiency is high: the longitudinal traveling system of the hoisting equipment can perform hoisting of the prefabricated cantilever arms of the next section in a forward mode after the hoisting of the prefabricated cantilever arms on the two sides is completed and the self-balancing state is achieved, and does not need to wait for the joint concrete to reach the strength, so that the turnover efficiency of the equipment is greatly improved, and the working time is reduced;
2. the construction efficiency is high: the lifting system is driven by a quick winch, the lifting process is stable and efficient, the longitudinal movement adjusting system is driven in a full hydraulic mode, and the walking process is stable and reliable; the bridge deck traveling system is provided with the left-hand thread device, so that overturning of the hoisting equipment in the forward moving process can be effectively prevented.
3. The adaptability is strong: when the site hydrological condition does not have the parking condition of a large-scale crane ship or a crane, the hoisting equipment provided by the invention can ensure sufficient beam conveying space on the beam, does not influence the assembly of the subsequent core-spanning longitudinal beam, can effectively shorten the construction period and reduce the construction cost.
Description of the drawings:
the accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention.
FIG. 1 is a schematic front view of the hoisting apparatus of the present invention;
FIG. 2 is a schematic diagram of a double-side synchronous hoisting cantilever arm of the invention;
FIG. 3 is a schematic side view of the lifting apparatus of the present invention;
FIG. 4 is a detailed schematic view of a traveling system of the hoisting equipment of the invention;
FIG. 5 is a schematic diagram of the temporary prestress tensioning of the present invention;
FIG. 6 is a schematic view of the position of the temporary pre-embedded anchor block according to the present invention;
FIG. 7 is a schematic view of the arrangement of the suspension points of the prefabricated cantilever according to the present invention;
FIG. 8 is a schematic view of a composite cross-section segmented beam system according to the present invention;
in the figure: 1-a core stringer; 2, prefabricating a cantilever arm; 3-a support leg; 4-a main beam; 5-supporting the pedestal; 6-a lower cross beam; 7-a pull rod; 8-a traveling crane; 9-a sling; 10-longitudinal walking track; 11-a slide; 12-longitudinal pushing oil cylinder; 13-a left-hand mechanism; 14-anchoring means; 15-embedding a temporary anchoring block; 16-temporary prestressing (prestressed steel strands); 17-support the bracket; 18-fixing the ear mount; 19-lifting the cross beam.
The specific implementation mode is as follows:
in order to facilitate understanding of the invention, the invention will be described more fully and in detail with reference to the accompanying drawings and preferred embodiments, but the scope of the invention is not limited to the specific embodiments below.
Unless otherwise defined, all terms of art used hereinafter have the same meaning as commonly understood by one of ordinary skill in the art. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the scope of the present invention.
The embodiment adopts the hoisting equipment and the construction method shown in the attached drawings, and is different from the prior art in that: the hoisting equipment mainly comprises a gantry system, an anchoring system, a hoisting system and a traveling system; the gantry system is fixed on the core longitudinal beam 1 through the anchoring system, the prefabricated cantilever arms 2 are hoisted to the two sides of the core longitudinal beam 1 through the hoisting system, and after hoisting is completed, the gantry system moves forwards through the bridge floor walking system. The hoisting equipment can ensure sufficient beam conveying space on the beam, so that when the site does not have the parking condition of a large crane ship or a crane, the hoisting equipment does not influence the assembly of the subsequent core-spanning longitudinal beam, thereby improving the efficiency and shortening the construction period.
In the concrete implementation, the structure system based on the hoisting equipment and the construction method is a composite section beam system, and comprises a built core longitudinal beam 1 section, a prefabricated cantilever arm 2, a pre-embedded temporary anchoring block 15, a temporary prestress 16 and a support bracket 17.
The portal system, referring to fig. 1, includes a main beam 4 and legs 3, wherein the legs 3 are supported on two sides of a core longitudinal beam 1, and a support pedestal is arranged at the bottom and connected with an anchoring system; the main beam 4 is fixed on the supporting leg 3 and extends out of a cantilever, and the cantilever of the main beam is connected to the top of the supporting leg through a pull rod.
In particular, to ensure that subsequent prefabricated sections are transported in the built sections, the clear distance between the support legs should not be less than the transport width, and the clearance below the main girder of the portal should not be less than the transport height. Considering that the height of the composite section girder bridge section is 3.3m, the length of the longitudinal bridge section is 3m, the no-load height of the girder transporting vehicle is about 2-3 m, and the width of the vehicle is about 4m, the clear distance between the left and right support legs is 8m, and the clearance of the main girder of the portal frame is 6.5m so as to meet the passing space of the girder transporting vehicle.
The hoisting system, referring to fig. 2, includes a traveling crown block 8 and a hoisting system. Wherein, the walking crown block 8 can walk in the range of the cantilever of the portal main beam; the hoisting and lifting system comprises a winch or other continuous lifting devices erected on a crown block, and the lower end of a sling 9 of the lifting device is connected with a hoisting cross beam 19. The selection of the lifting points must ensure that the prefabricated cantilever arm does not rotate, tilt or overturn after being lifted, and preferably, 4 lifting points are arranged on the prefabricated cantilever arm; as shown in fig. 7, a pair of hanging points on the near bridge side is 1m away from the joint in the bridge direction, a pair of hanging points on the far bridge side is 4m away from the joint in the bridge direction, and each pair of hanging points is symmetrical about the center line of the rib plate and is 0.75m away from the center line.
In specific implementation, the traveling crane 8 moves to a designated position, the prefabricated cantilever arm is fixed by the lifting sling lock catch, continuous lifting is carried out, and after the specified height is reached, the traveling crane 8 carries out fine adjustment; after accurate butt joint, suspension is kept, and temporary prestress is tensioned between the embedded temporary anchoring blocks of the pair of prefabricated cantilever arms, as shown in fig. 5, the arrangement form of the temporary prestress can be 1, 2 or more, and preferably, a form of 2 prestress can be adopted. The arrangement of the embedded anchor blocks 15 is as shown in fig. 6, wherein the two embedded anchor blocks are positioned on the prefabricated cantilever arm 2, are symmetrical about the center line of the ribbed plate of the cantilever arm, and have a distance of 0.75m from the center line of the ribbed plate and a distance of 2.5m from the joint in the bridge direction.
The bridge deck traveling system is characterized by comprising a sliding seat 11, two longitudinal rails 10, a pushing oil cylinder 12 and a left-right buckling mechanism 13, and is shown in the figure 4.
In the anchoring system, when the prefabricated cantilever arm 2 is hoisted, the supporting pedestal 5 is fixed on the fixed lug seat 18 of the core longitudinal beam 1 through the anchoring device 14; when the hoisting equipment travels, the anchoring device 14 is removed. Preferably, the anchoring means is a pin system which is easy to install and remove, and the upper end of the anchoring means is connected with the support pedestal 5 through a pin, and the lower end of the anchoring means is connected with the fixing lug seat 18 of the core longitudinal beam 1 through a pin.
In specific implementation, two continuous longitudinal rails 10 are laid on two sides of a core longitudinal beam in a full length mode, and are fixed on embedded fixing lug seats 18 of the core longitudinal beam through pin shaft mechanisms below a gantry system; the front end of a longitudinal pushing oil cylinder 12 is propped against the sliding seat 11, the rear end of the longitudinal pushing oil cylinder is fixed on the track, and the longitudinal pushing oil cylinder drives the hoisting equipment to move forwards integrally; the left-hand thread mechanism 13 is arranged at 1/4 of the pedestal, the number of each side is 2, the two sides are arranged in the same way, the upper part is fixed on the support pedestal 5 through the anchoring device 14, the lower part is contacted with the lower side of the upper flange of the track through the rollers at the two sides, when the hoisting equipment moves forwards, the hoisting equipment can be effectively prevented from overturning, and the walking is not hindered; when the hoisting equipment travels to a designated position, the anchoring devices 14 fix the hoisting equipment to the fixing lug seats 18 of the core longitudinal beams, the anchoring devices 14 are arranged at 1/2 of the pedestal, the number of each side is 1, and the two sides are arranged identically.
Specifically, the construction method suitable for synchronously hoisting the two sides of the composite section beam to prefabricate the cantilever arm comprises the following steps:
a, erecting and assembling the core longitudinal beam 1 of the main section by a bridge erecting machine, completing forward movement, and erecting cantilever arm hoisting equipment on the core longitudinal beam. b, the beam transporting vehicle transports the prefabricated picking arm 2 to a designated position, and simultaneously carries out the transportation of the subsequent cross-core longitudinal beam segment, and the subsequent cross-core
And the longitudinal beam assembly and the hoisting of the prefabricated cantilever of the section are carried out simultaneously.
When the c prefabricated cantilever arm 2 is hoisted, the support pedestal 5 is fixed on the core longitudinal beam 1 through the anchoring system, and the cantilever end hoisting device is used for hoisting a pair of cantilever ends
The prefabricated cantilever arm 2 is hoisted to two sides of the core longitudinal beam 1, and the position of the cantilever arm is finely adjusted through a traveling crown block 8, so that accurate positioning and installation are realized; the temporary prestressing 16 is tensioned between the pair of pre-fabricated cantilever arms 2, remaining suspended.
d, finishing the temporary prestress tension between the prefabricated cantilever arms 2 without waiting for the lifting suspension to be released, and dismantling the supporting pedestal 5 and the supporting pedestal
Anchoring between the core stringers 1; a pushing oil cylinder 12 of the bridge deck traveling system longitudinally pushes the sliding seat along the direction of the track 10 to realize the forward movement of the hoisting equipment; at the moment, the roller of the left-hand thread mechanism is contacted with the upper flange of the track, so that the hoisting equipment is prevented from overturning when moving forwards; and moving to the next section cantilever arm hoisting position, fixing the support pedestal to the core longitudinal beam through the anchoring system pin shaft, and performing next hoisting.
The foregoing is a more detailed description of the present invention in connection with specific preferred embodiments thereof, and it is not intended that the invention be limited to the specific details set forth herein. For those skilled in the art to which the invention pertains, several simple deductions or substitutions can be made without departing from the spirit of the invention, and all shall be considered as belonging to the protection scope of the invention.

Claims (9)

1. The double-side synchronous hoisting equipment is suitable for a rear-mounted cantilever arm of a composite-section beam bridge and comprises a gantry system, a hoisting system, a bridge deck traveling system and an anchoring system; the method is characterized in that: the gantry system is fixed on the core longitudinal beam (1) through the anchoring system, the prefabricated cantilever arms (2) are hoisted to the two sides of the core longitudinal beam (1) through the hoisting system, and after hoisting is completed, the gantry system moves forwards through the bridge deck traveling system.
2. The hoisting device according to claim 1, characterized in that the hoisting device is based on a composite section beam system comprising built-up section core stringers (1), prefabricated cantilever arms (2), pre-embedded temporary anchor blocks (15), temporary prestressing (16), and support brackets (17).
3. The hoisting device according to claim 1, wherein the gantry system comprises a main beam (4) and legs (3), and is characterized in that the legs (3) are supported on both sides of the core longitudinal beam (1), and a support pedestal is arranged at the bottom and connected with the anchoring system; the main beam (4) is fixed on the supporting leg (3) and extends out of the cantilever, and the cantilever of the main beam is connected to the top of the supporting leg through a pull rod.
4. The lifting apparatus of claim 3, wherein the gantry system ensures that subsequent prefabricated sections are transported in the erected section, the clear leg spacing is no less than the transport width, and the carrier apparatus and the prefabricated sections thereon; the lower clearance of the main beam of the portal frame is not less than the transportation height and comprises the carrying equipment and the prefabricated sections thereon.
5. Hoisting device according to claim 1, wherein the hoisting system comprises a travelling crane (8), a hoisting lifting system, a hoisting beam (19); the walking overhead traveling crane (8) can walk in the transverse bridge direction within the range of a cantilever of a main beam of the gantry; the hoisting and lifting system comprises a winch or other continuous lifting devices erected on a crown block, and the lower end of a sling (9) of the lifting device is connected with a hoisting cross beam (19) for hanging and assembling the prefabricated cantilever arm (2); preferably, 4 hoisting points are arranged on the prefabricated cantilever arm (2), wherein the hoisting points can be arranged at the position of 1/4 cantilever arms along the bridge direction, and the hoisting points are symmetrically arranged along the bridge direction according to the gravity center position of the cantilever arms.
6. The hoisting equipment according to claim 1, wherein the bridge deck walking system comprises a sliding seat (11), two longitudinal walking rails (10) laid on the core longitudinal beam (1) along the bridge direction, a pushing cylinder (12) and a left-hand buckling mechanism (13); the device is characterized in that two longitudinal traveling rails (10) are arranged on two sides of a core longitudinal beam (1) and below a gantry system; a sliding seat (11) matched with the rail is arranged on the rail, the front end of the pushing oil cylinder (12) is propped against the sliding seat (11), and the rear end is fixed on the rail (10); the upper part of the left-hand thread mechanism (13) is fixed on the supporting pedestal (5) through a pin shaft, and the lower part of the left-hand thread mechanism is contacted with the lower side of the upper flange of the track through rollers at two sides.
7. Hoisting device according to claim 1, wherein the anchoring system comprises a support pedestal (5) and an anchoring device (14), characterized in that the support pedestal (5) is fixed to the fixing lug (18) of the core stringer (1) by means of the anchoring device (14) when hoisting the pre-cast cantilever arm (2); when the cantilever arm hoisting equipment travels, the anchoring device (14) is detached; preferably, the anchoring device is a pin shaft system which is convenient to install and remove, the upper end of the anchoring device is connected with the supporting pedestal (5) through a pin shaft, and the lower end of the anchoring device is connected with the fixing lug seat (18) of the core longitudinal beam (1) through a pin shaft.
8. The construction method for synchronously hoisting the prefabricated cantilever arms at two sides of the composite section beam suitable for the hoisting equipment as claimed in claim 1 comprises the following steps:
a, erecting and assembling a core longitudinal beam (1) of the main section by a bridge erecting machine, completing forward movement, and erecting cantilever arm hoisting equipment on the core longitudinal beam;
b, the beam transporting vehicle is used for transporting the prefabricated cantilever arm and the subsequent cross-core longitudinal beam section to a specified position by relying on the core longitudinal beam (1) of the built section, and the prefabricated cantilever of the section is hoisted and assembled with the subsequent cross-core longitudinal beam at the same time;
c, when the prefabricated cantilever arms (2) are hoisted, the supporting pedestal (5) is fixed on the core longitudinal beam (1) through the anchoring system, the cantilever end hoisting device hoists a pair of prefabricated cantilever arms (2) to two sides of the composite section girder bridge, and the positions of the cantilever arms are finely adjusted through the traveling crown block (8), so that accurate positioning and installation are realized; keeping the suspension, and tensioning a temporary prestress (16) between a pair of prefabricated cantilever arms (2);
d, completing the temporary prestress tensioning of the prefabricated cantilever arm (2) and the core longitudinal beam (1), removing the hoisting suspension, and removing the anchor between the support pedestal (5) and the core longitudinal beam (1); a longitudinal pushing oil cylinder (12) of the bridge floor traveling system longitudinally pushes the sliding seat along the track direction to realize forward movement of the hoisting equipment, and at the moment, a roller of a back-off mechanism (13) is in contact with the upper flange of the track to prevent the hoisting equipment from overturning when moving forward; and moving to the next section cantilever arm hoisting position, fixing the support pedestal to the core longitudinal beam through the anchoring system pin shaft, and performing next hoisting.
9. The construction method for synchronously hoisting the prefabricated cantilever arms at two sides of the composite-section segmental beam, which is suitable for the hoisting equipment according to claim 8, is characterized in that the arrangement form of the temporary prestress can be 1, 2 or more, preferably 2 prestress arrangement forms; the two temporary embedded temporary anchoring blocks (15) are located on the prefabricated cantilever arm (2), are symmetrical along the bridge direction about the center line of a rib plate of the cantilever arm, are wide apart from the center line 1/4, and have the cantilever arm length with the distance from a joint along the bridge direction of 1/3-1/2.
CN202110560954.8A 2021-05-20 2021-05-20 Double-side synchronous hoisting equipment suitable for rear cantilever arm of composite-section beam bridge and construction method Pending CN113120771A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114590705A (en) * 2022-03-18 2022-06-07 汕尾市广投建设工程有限公司 Building beam column integral lifting structure and construction process thereof
CN114933247A (en) * 2022-04-12 2022-08-23 中国海洋大学 Intelligent construction equipment and construction process thereof
CN114991072A (en) * 2022-05-20 2022-09-02 中交第二航务工程局有限公司 Inter-pile mud dredging and stone throwing operation platform for high-pile wharf and operation method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114590705A (en) * 2022-03-18 2022-06-07 汕尾市广投建设工程有限公司 Building beam column integral lifting structure and construction process thereof
CN114590705B (en) * 2022-03-18 2022-11-18 汕尾市广投建设工程有限公司 Building beam column integral lifting structure and construction process thereof
CN114933247A (en) * 2022-04-12 2022-08-23 中国海洋大学 Intelligent construction equipment and construction process thereof
CN114933247B (en) * 2022-04-12 2023-10-03 中国海洋大学 Intelligent construction equipment and construction process thereof
CN114991072A (en) * 2022-05-20 2022-09-02 中交第二航务工程局有限公司 Inter-pile mud dredging and stone throwing operation platform for high-pile wharf and operation method
CN114991072B (en) * 2022-05-20 2023-06-27 中交第二航务工程局有限公司 Working platform and working method for dredging and stone throwing among piles of high-pile wharf

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