CN211171637U - Steel box girder installation system - Google Patents

Steel box girder installation system Download PDF

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Publication number
CN211171637U
CN211171637U CN201921629094.3U CN201921629094U CN211171637U CN 211171637 U CN211171637 U CN 211171637U CN 201921629094 U CN201921629094 U CN 201921629094U CN 211171637 U CN211171637 U CN 211171637U
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China
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steel box
box girder
bailey
steel
road
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CN201921629094.3U
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Chinese (zh)
Inventor
王胜
齐昌广
王梁志
张智超
单艳玲
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Ningbo University
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Ningbo University
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Abstract

The utility model relates to a steel box girder installation system, which comprises a supporting foundation, a temporary support, a Bailey girder, a rolling shaft system, a rolling shaft, channel steel, bolts, a gantry crane, pushing equipment, a jack and a support, wherein buttresses are arranged on two sides of a strided road, the pushing equipment is respectively arranged above the most outer side of the buttresses, and the pushing equipment is symmetrically arranged around the strided road; supporting foundations and temporary supports are arranged on the central isolation belt, the road shoulders and the two sides of the spanned road, and a Bailey beam is erected above the temporary supports; the upper end of the Bailey beam is connected with a roller system through a bolt, the roller system mainly comprises rollers and channel steel, and the rollers are uniformly distributed between the two rows of channel steel; steel box girder units are arranged above the rolling shaft, and a plurality of steel box girder units are connected to form a steel box girder; the jack or the support is arranged between the steel box girder and the buttress. The utility model has the advantages that: the utility model discloses an installed the roller bearing system on the bailey roof beam, reduced the top and pushed away the resistance, the event has played certain guard action to existing buttress.

Description

Steel box girder installation system
Technical Field
The utility model relates to a steel case roof beam installation technical field, in particular to steel case roof beam mounting system of super large span.
Background
With the increase of road traffic demands in China, an elevated road system is developed rapidly, and an express way, a trunk way or an expressway consisting of elevated roads plays a very important role in road traffic. At present, in domestic bridge engineering, the number of concrete structures is large, and the flyover with large and medium span mostly adopts a prestressed concrete technology to obtain larger spanning capacity. However, with the development of the steel industry and the steel structure technology in China, the number of steel structure bridges is continuously increased, and the characteristics of large torsional rigidity and good integrity of the box-shaped section enable the steel box girder structure to be widely applied in the bridge design and construction process, and the steel box girder structure becomes the first choice of the girder form.
The traditional long-span steel box girder is usually used for crossing the highway by adopting a hoisting and dragging mode (called a hoisting and dragging method for short). The hanging and dragging method is that a steel pipe support is erected at a designed buttress in a hoisting area, a bailey frame is placed at the upper part of the steel pipe support to realize the splicing and welding of the steel box girder, a sliding traveling device is arranged between the steel pipe supports in the splicing area, after the steel box girder is welded and inspected, a dragging mechanism in the splicing area is used for dragging the steel box girder to move forwards, and the steel box girder is finely adjusted, falls and finally takes place after reaching a designed position. One of the problems with this method is that pulling the steel box girder just welded affects the quality of the weld, is not good for the firmness between the steel box girder units, and also hinders the normal traffic of the operated road.
The related patents are as follows:
the patent number CN101629409B entitled "synchronous continuous top-pulling construction method for long and large steel box girders" welds the steel box girders in advance and then utilizes a pure top-pulling construction method to connect, thereby effectively reducing deviation in the dragging process of the steel box girders and ensuring the erection precision of the long and large steel box girders. However, the steel box girder is welded before construction, which makes the construction process more difficult.
The patent with the patent number of CN109024287A entitled "method for installing temporary pier top beam section of large-span steel box girder cable-stayed bridge" hoists the steel box girder in a hoisting mode, and utilizes a connecting component to connect the beam ends of the steel box girder which are close to each other, and hoists the beam ends of the steel box girder at the temporary pier top, thereby reducing the possibility of collapse of one section of the steel box girder cable-stayed bridge close to the center of the river. However, the steel box girders are connected by the suspended ceiling mode and then connected by the connecting components, which consumes manpower and material resources and increases the construction difficulty; and the steel box girder can produce bigger friction damage with the contact beam, so that the service life of the steel box girder is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, providing one kind can build rapid convenient steel box girder installing the system under the condition that does not influence existing highway traffic.
The steel box girder installation system comprises a support foundation, a temporary support, a Bailey girder, a roller system, a roller, channel steel, bolts, a gantry crane, pushing equipment, a jack and a support, wherein buttresses are arranged on two sides of a spanned highway, the pushing equipment is respectively arranged above the most outer side of the buttress, and the pushing equipment is symmetrically arranged relative to the spanned highway; supporting foundations and temporary supports are arranged on the central isolation belt, the road shoulders and the two sides of the spanned road, and a Bailey beam is erected above the temporary supports; the upper end of the Bailey beam is connected with a roller system through a bolt, the roller system mainly comprises rollers and channel steel, and the rollers are uniformly distributed between the two rows of channel steel; steel box girder units are arranged above the rolling shaft, and a plurality of steel box girder units are connected to form a steel box girder; the jack or the support is arranged between the steel box girder and the buttress; the gantry cranes are arranged at the two sides of the road to be spanned.
Preferably, the method comprises the following steps: the pushing devices are symmetrically arranged on a second buttress at two sides of the cross road, and the pushing range of the pushing devices is the length of one steel box girder unit.
Preferably, the method comprises the following steps: the distance between the rollers in the roller system is less than 1/2 the length of one steel box girder unit, the diameter of the roller is between the minimum height and the maximum height of the jack, and the length of the roller is greater than the width of the bottom of the steel box girder unit.
Preferably, the method comprises the following steps: the temporary supports are located between the buttresses, the Bailey beams are erected on the temporary supports, two ends of each Bailey beam are connected with the top ends of the buttresses, the transverse distance between every two adjacent Bailey beams is larger than the width of the bottom of one steel box girder unit, screw holes are arranged on the upper chord of each Bailey beam at equal intervals, and the distance between the screw holes is smaller than 1/2 of the length of one steel box girder unit.
Preferably, the method comprises the following steps: screw holes are arranged on the lower wing plate of the channel steel at equal intervals, the screw holes of the channel steel correspond to the screw holes of the Bailey beams and are the same in size, and the channel steel is connected with the Bailey beams through bolts.
Preferably, the method comprises the following steps: and a top plate is arranged between the jack and the steel box girder, and the size of the top plate is the same as that of the cross section of the buttress.
The utility model has the advantages that:
(1) the utility model discloses a buttress is established and is being striden the highway both sides, supports temporarily and establishes at central authorities median, curb and is striden the highway both sides, and whole process all need not to seal existing highway's traffic, has guaranteed the normal operating of local traffic, has certain social.
(2) The utility model discloses an installed the roller bearing system on the bailey roof beam, reduced the top and pushed away the resistance, the event has played certain guard action to existing buttress.
(3) The utility model discloses a combination mode that the portal crane lifted by crane and top pushing equipment top pushed has realized super large span steel case roof beam installation work, erects with pulling method and compares, and the top pushes away the fastness that the method can guarantee to a certain extent between the steel case roof beam that just welds well.
Drawings
FIG. 1 is a schematic view of temporary support and pier placement on one side of a cross-road of a steel box girder installation system;
FIG. 2 is a schematic view of the installation of a Bailey beam of the steel box beam installation system;
FIG. 3 is a schematic view of a roller system of the steel box girder installation system;
FIG. 4 is a schematic view of the connection between a roller system and a Bailey beam of the steel box beam mounting system;
FIG. 5 is a schematic view of the installation of the pushing device and the roller system of the steel box girder installation system;
FIG. 6 is a schematic illustration of the first steel box girder unit of the steel box girder installation system being hoisted;
FIG. 7 is a schematic diagram of the final set of steel box girder units of the steel box girder installation system after completion of hoisting, pushing and welding;
FIG. 8 is a schematic view of the butt joint of steel box girder units on two sides of the steel box girder installation system;
FIG. 9 is a schematic view of the steel box girder installation system being hoisted by the steel box girder on one side of the cross road after the pushing device is removed;
FIG. 10 is a jack placement diagram of the steel box girder installation system;
FIG. 11 is a jack jacking view of the steel box girder installation system;
FIG. 12 is a schematic representation of a steel box girder installation system after vegetation restoration;
fig. 13 is a construction completion schematic diagram of the steel box girder installation system.
Description of reference numerals: 1, temporary supporting; 2, supporting piers; 3, supporting a foundation; 4-bailey beam; 5, rolling a roller; 6-pushing equipment; 7, gantry crane; 8-steel box girder unit; 9-central isolation zone; 10-shoulder of road; 11-a cleared vehicle road; 12-a jack; 13-a top plate; 14-vegetation; 15-a support; 16-channel steel; 17-a screw hole; 18-bolt; 19-roller system.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
In the steel box girder installation system, support bases 3 are arranged on a central isolation belt 9, a road shoulder 10 and two sides of a striding road, a temporary support 1 is arranged on the support bases 3 between buttresses 2, a Bailey girder 4 connected with a roller system 19 is installed on the temporary support 1, the roller system 19 is composed of a roller 5 and a channel steel 16 with a screw hole 17 punched on a lower wing plate, the roller system 19 is connected with the Bailey girder 4 through a bolt 18, pushing devices 6 are respectively placed on second buttresses 2 on the two sides of the striding road, tracks are respectively paved between the buttresses 2 on the two sides of the striding road, a gantry crane 7 is installed, and a jack 12 or a support 15 is arranged between the steel box girder and the buttresses 2.
As shown in fig. 1, a temporary support 1 is provided; the method comprises the steps of constructing a temporary support 1 foundation 3 at a central isolation belt 9 and a road shoulder 10 of a road 11 which is already passing through, and at places which do not affect normal passing of the road such as two sides of a cross road, and the like, then hoisting large-diameter steel pipes to serve as the temporary support 1, wherein two rows of temporary supports 1 are arranged between two adjacent buttresses 2 which are arranged on two sides of the cross road, one row of temporary supports 1 are arranged on the road shoulder 10, and one row of temporary supports 1 are arranged on the central isolation belt 9. The temporary supports 1 are symmetrically arranged across the road, and a cross connecting beam is arranged between every two adjacent temporary supports 1.
As shown in fig. 2, a gantry crane 7 is arranged and the bailey beam 4 is hoisted; after the temporary support 1 is arranged, rails are laid between the buttresses 2 on the two sides of the spanned highway, a gantry crane 7 is installed, and then the gantry crane 7 is used for erecting the Bailey beam 4 between the buttresses 2; after the Bailey beams 4 between the buttresses 2 crossing two sides of the highway are lifted, the Bailey beams 4 above the highway 11 which has already passed through the highway are lifted by a large crane in an auxiliary mode, normal traffic of the highway is not affected in the whole process, the Bailey beams 4 are lifted by symmetrically constructing and lifting the two sides of the highway simultaneously, screw holes 17 are drilled on the lifted Bailey beams 4 at equal intervals, and the interval between the screw holes 17 is smaller than 1/2 of the length of one steel box beam unit 8.
As shown in fig. 5, the pushing device 6 and the roller system 19 are installed; after the Bailey beam 4 is hoisted, pushing devices 6 are symmetrically and fixedly placed on the buttress 2 on the outermost side of the two sides of the spanned highway, the pushing range of each pushing device 6 is the length of one steel box girder unit 8, and after the pushing devices 6 are installed, the roller system 19 is immediately installed on the Bailey beam 4. As shown in fig. 3 and 4, screw holes 17 with the same size are drilled on the lower wing plate of the channel steel 16 corresponding to the screw holes 17 on the upper chord of the bailey beam 4, the channel steel 16 and the bailey beam 4 are connected together by bolts 18, so that the mounting work and the dismounting work after the construction of the bailey beam 4 and the roller system 19 in the construction are facilitated, and the construction efficiency and the reuse rate of the roller system 19 are improved. The distance between the rollers 5 is smaller than 1/2 of the length of the steel box girder unit 8, the length of the rollers 5 needs to be larger than the width of the bottom of the steel box girder unit 8 and is fixed on the channel steel 16, so that the two rollers 5 are guaranteed to move forwards as sliding supports at the lower part of the steel box girder unit 8, and the whole installation process is also carried out symmetrically on two sides of a road.
As shown in fig. 6 and 7, circularly hoisting, pushing and welding steel box girder units 8 to two sides for butt joint, after the pushing equipment 6 and the roller system 19 are installed, placing a first steel box girder unit 8 on a roller 5 close to the pushing equipment 6 by using a gantry crane 7, then starting the pushing equipment 6 to push the first steel box girder unit 8 by a unit length, then placing a second steel box girder unit 8 on a roller 5 close to the pushing equipment 6 by using the gantry crane 7, welding the first steel box girder unit and the second steel box girder unit, and starting the pushing equipment 6 to push the welded steel box girder by the length of one steel box girder unit 8 forward after the welding is finished; by analogy, the ith steel box girder unit 8 is hoisted, placed and pushed, the ith-1 and the ith steel box girder units 8 are welded, the two sides of the highway are symmetrically carried out until the hoisting, pushing and welding of the last steel box girder unit 8 at the two sides are finished as shown in fig. 7, and at the moment, the steel box girders at the two sides are separated by one unit length; then, the pushing devices 6 are started at the same time, and the steel box girders at the two sides are slowly abutted and contacted and welded to form an integral steel box girder, as shown in fig. 8.
As shown in fig. 9, the jacking device 6 is removed; after the steel box girders on the two sides are successfully butted, the pushing equipment 6 is removed, and then the gantry crane 7 is used for continuously hoisting the steel box girder unit 8 at the outer end of the steel box girder.
As shown in fig. 10 and 11, a jack 12 is placed and the steel box girder is jacked; 4 jacks 12 are respectively arranged on two rows of buttresses 2 on two sides of a cross road, then a top plate 13 is arranged on the jacks 12 as shown in figure 10, then the jacks 12 are synchronously and slowly jacked to enable the top plates 13 to be in close contact with the steel box girder, finally, the jacks 12 are started again to slowly jack the whole steel box girder.
As shown in fig. 12, the roller system 19, the beret beam 4, the temporary support 1 and the support foundation 3 are removed in sequence, and the vegetation 14 is restored; after the whole steel box girder is jacked up by the jack 12, the roller system 19, the Bailey girder 4, the temporary support 1 and the support foundation 3 at the lower part of the steel box girder are sequentially dismantled from top to bottom by the gantry crane 7, then vegetation 14 at the central isolation belt 9 and the road shoulder 10 is recovered, and the gantry crane 7 is not withdrawn for the next installation of the support 15.
As shown in fig. 13, placing the support 15, the falling jack 12 and the steel box girder; and (3) hoisting a support 15 on the buttress 2 by using the gantry crane 7, slowly dropping the jack 12 after the support 15 is in place, connecting the steel box girder and the support 15 into a whole, coating the steel box girder, and withdrawing the gantry crane 7 to complete the construction of the steel box girder mounting system.
The construction process adopts simultaneous symmetrical installation construction, so that the construction efficiency is improved, and the construction period is shortened; the steel box girder is welded on the Bailey beam 4, so that the construction process is simpler; the steel box girder is placed on the roller system 19 of the Bailey beam 4 and spliced by a pushing mode, so that time and labor are saved, and the construction difficulty is reduced; the pushing and rolling wheel design effectively avoids the friction effect and accelerates the transportation speed of the steel box girder; the problems that the progress is slow, the construction can be completed by a plurality of persons in cooperation, manpower and material resources are wasted, and the engineering cost is high in the conventional construction are solved; and the problem that the steel box girder which is just welded in the existing dragging and pulling method erection technology is not firm is solved.

Claims (6)

1. Steel case roof beam installing the system, its characterized in that: the device comprises a supporting base (3), a temporary support (1), a Bailey beam (4), a roller system (19), a roller (5), channel steel (16), bolts (18), a gantry crane (7), pushing equipment (6), a jack (12) and a support (15), wherein buttresses (2) are arranged on two sides of a road to be spanned, the pushing equipment (6) is respectively arranged above the buttresses (2) on the outermost side, and the pushing equipment (6) is symmetrically arranged relative to the road to be spanned; a supporting foundation (3) and a temporary support (1) are arranged on the central isolation belt (9), the road shoulder (10) and the two sides of the spanned road, and a Bailey beam (4) is erected above the temporary support (1); the upper end of the Bailey beam (4) is connected with a roller system (19) through a bolt (18), the roller system (19) mainly comprises rollers (5) and channel steel (16), and the rollers (5) are uniformly distributed between the two rows of channel steel (16); steel box girder units (8) are arranged above the rolling shafts (5), and a plurality of steel box girder units (8) are connected to form a steel box girder; the jack (12) or the support (15) is arranged between the steel box girder and the buttress (2); the gantry cranes (7) are arranged on two sides of the road to be spanned.
2. The steel box beam mounting system of claim 1, wherein: the pushing devices (6) are symmetrically arranged on the second buttress (2) on two sides of the cross road, and the pushing range of the pushing devices (6) is the length of one steel box girder unit (8).
3. The steel box beam mounting system of claim 1, wherein: the distance between the rollers (5) in the roller system (19) is less than 1/2 of the length of one steel box girder unit (8), the diameter of the rollers (5) is between the minimum height and the maximum height of the jack (12), and the length of the rollers (5) is greater than the width of the bottom of the steel box girder unit (8).
4. The steel box beam mounting system of claim 1, wherein: the temporary support (1) is located between the buttresses (2), the Bailey beams (4) are erected on the temporary support (1), two ends of each Bailey beam (4) are connected with the tops of the buttresses (2), the transverse distance between every two adjacent Bailey beams (4) is greater than the width of the bottom of one steel box girder unit (8), screw holes (17) are arranged on the upper chord of each Bailey beam (4) at equal intervals, and the distance between the screw holes (17) is smaller than 1/2 of the length of one steel box girder unit (8).
5. The steel box beam mounting system of claim 1, wherein: screw holes (17) are arranged on a lower wing plate of the channel steel (16) at equal intervals, the screw holes (17) of the channel steel (16) correspond to the screw holes (17) of the Bailey beam (4) and are identical in size, and the channel steel (16) is connected with the Bailey beam (4) through bolts (18).
6. The steel box beam mounting system of claim 1, wherein: a top plate (13) is arranged between the jack (12) and the steel box girder, and the size of the cross section of the top plate (13) is the same as that of the cross section of the buttress (2).
CN201921629094.3U 2019-09-27 2019-09-27 Steel box girder installation system Active CN211171637U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921629094.3U CN211171637U (en) 2019-09-27 2019-09-27 Steel box girder installation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921629094.3U CN211171637U (en) 2019-09-27 2019-09-27 Steel box girder installation system

Publications (1)

Publication Number Publication Date
CN211171637U true CN211171637U (en) 2020-08-04

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ID=71805883

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Application Number Title Priority Date Filing Date
CN201921629094.3U Active CN211171637U (en) 2019-09-27 2019-09-27 Steel box girder installation system

Country Status (1)

Country Link
CN (1) CN211171637U (en)

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