CN106948266A - A kind of multistage bridge placing installation and its construction method - Google Patents
A kind of multistage bridge placing installation and its construction method Download PDFInfo
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- CN106948266A CN106948266A CN201710231774.9A CN201710231774A CN106948266A CN 106948266 A CN106948266 A CN 106948266A CN 201710231774 A CN201710231774 A CN 201710231774A CN 106948266 A CN106948266 A CN 106948266A
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- 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
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Abstract
The invention discloses a kind of multistage bridge placing installation and its construction method, including module one, module two, bridge is mounted with the module one, module two and pours built module, set up module device, upper bridge and pour built module.When pouring bridge, built module is poured using upper bridge, and one section of bridge is first poured on bridge pier, module one, module two are sequentially connected by setting up module device, movable bridge pours built module to the required bridge section poured and poured, until being docked with the bridge poured on bridge pier；Beneficial effects of the present invention：The equipment sets up convenient, speed of application soon, greatlys save manpower and materials, improves construction period and efficiency.
Description
Technical field
The present invention relates to a kind of multistage bridge placing installation and its construction method, belong to technical field of bridge engineering.
Background technology
Bridge construction is accent in the construction such as mountain area, highway, high-speed railway and overhead road of city, when bridge is poured
Need to use support supporting bridge mould, traditional support is generally beam-column type bracket, and beam-column type bracket is mainly reassembling type, its by
Foundation, fall rack device, column, crossbeam and longeron composition.It pours completion after-poppet and can not moved, and often pours after one section,
Need completely to dismantle support, be transported to it is other need casting position, dismounting, transport and the assembling of support waste substantial amounts of manpower
Material resources, have a strong impact on construction period and efficiency.
And for example Patent publication No CN201386251 discloses a kind of traverse displacement unit of beam-column type bracket, including a plurality of installation
Flute profile slideway on the basis of transverse direction, each flute profile slideway is equally parallel to each other, the same neighbouring bridge casting position of each section of insertion, beam
The bottom of each column of pillar support is pressed with dolly, is inserted in flute profile slideway, can be slided along slideway by dolly, each horizontal
On the basis of be mounted on hydraulic cylinder, one end connection dolly of hydraulic cylinder, the other end is fixed on the basis of slideway or transverse direction.Due to
Support, by pulling hydraulic cylinder, can be moved to by the casting position of the neighbouring bridge of each section of flute profile slideway insertion along along flute profile slideway
The casting position of each neighbouring bridge, completes pouring for each bridge.It can complete pouring for each bridge in the case of not removal bracket
Build, the work that the bridge erection in the section that many turnout sections, parallel section etc. are made up of multiple sections of adjacent bridges is poured is greatly reduced
Measure and the time, significantly shorten the construction period of many neighbouring bridges, reduce construction cost and improve efficiency of construction.
And for example Patent publication No CN201521115U discloses a kind of beam-column type bracket, and its column is laterally connected firmly with row, together
Row longitudinal direction is connected firmly, and forms the entirety of a stable connection, by it is liftable fall rack device support post foundation it is horizontal
Extend through laterally adjacent to each bridge casting position.It has been poured after one section of bridge, and falling rack device can drive under support
Drop, departs from bridge, then by replacing rack device in the foundation extended laterally, is prolonged by drive devices such as hydraulic cylinders
Laterally pulling dolly can move integrally support the casting position of next bridge section to slideway, in the case that it can not be dismantled
Entirety moves laterally to neighbouring bridge casting position, shortens the pouring construction cycle of bridge, improves efficiency of construction.
Nowadays, bridge placing installation is mostly bulky, and a large amount of manpowers are needed when pouring or go to build by plant equipment
Equipment, is not easy to implement in mountain area, wastes a large amount of manpower and materials, inefficiency.
The content of the invention
The problem of existing instant invention overcomes prior art, it is proposed that a kind of multistage bridge placing installation and its side of pouring
Method, the equipment sets up convenient, speed of application soon in mountain area, greatlys save manpower and materials, improves construction period and efficiency.
The concrete technical scheme of the present invention is as follows：
Bridge is mounted with a kind of multistage bridge placing installation, including module one, module two, the module one, module two
Pour built module, set up module device, bridge pours built module on bridge pier；
The module one includes panel one, and the bottom even of panel one is provided with hydraulic cylinder one, the both sides of panel one
Guide rail two is laid with from top to bottom, set up module guide rail one, module groove column, guide rail one；The erection module guide rail one is with leading
Clasp one is installed between rail one；It is provided with the clasp one in attachment means one, the attachment means one and spring is installed
One；
The module two includes panel two, and the bottom even of panel two is provided with hydraulic cylinder two, the both sides of panel two
Guide rail three is laid with from top to bottom, module guide rail two, module projection column, guide rail four is set up, and the erection module guide rail two is with leading
Clasp two is installed between rail four；The clasp two is buckled into attachment means one, makes the connection of both module one and module two；
The bridge, which pours built module, includes bridge concrete template, and the bridge concrete template both sides are separately installed with outstanding
Connecting rod, guide rail five, base are hung, the hanging connecting rod is provided with above and below hydraulic cylinder three, the hanging connecting rod by hinge one and installed
There are directive wheel group one, directive wheel group two；
The erection module device includes connecting rod set, and butt end is installed between connecting rod set top, the butt end and installed
There is hydraulic cylinder six, dolly plate is connected by hinge two with connecting rod set, and the dolly plate side is provided with directive wheel one；The bridge pier
Upper bridge, which pours built module, includes concrete blinding on bridge pier, is connected by hinge three with concrete blinding on bridge pier, the hydraulic pressure
The other end of cylinder seven connection directive wheel group five；
Preferably, it is laid with concreting hole in the module one and module two.
Preferably, the bridge, which is poured, is provided with plug-in type vibrating device on the base of built module both sides, described plug-in type is shaken
Dynamic device includes motor one, and the motor one connects telescopic vibrating head by support；
Preferably, the bridge, which is poured, is mounted with bridge surface vibration apparatus for leveling on the guide rail five of built module；The bridge face
Vibration leveling apparatus includes being provided with motor two in vibration plate face, the vibration plate face, and the vibration plate face passes through hydraulic cylinder four
It is connected with directive wheel two；
Preferably, the attachment means one open the spring one for separating module one and module two provided with energy itself；
Present invention also offers a kind of multistage bridge placing installation construction method, comprise the following steps：
1) reinforcing bar is laid between adjacent two bridge pier, and on bridge pier installs bridge and pour built module and pour one section of bridge
Beam, forms one section of bridge floor one；
2) after after bridge finally solidification, laying hydraulic cylinder is in the lump in the mould placed over of hydraulic cylinder one laid on bridge floor
Block one；
3) hydraulic cylinder two is uniformly laid in the front side of module one and module two is laid on hydraulic cylinder two, by module projection column
Module groove column is inserted, attachment means one is inserted in the clasp one of module one and the clasp two of module two, makes module one and mould
Block two is connected；
4) bridge is poured into built module to be laid in below the bridge floor one poured, is directed to wheel group one and is caught in guide rail two, will lead
Guide rail one is caught in wheel group two, bridge is poured built module and can freely be slided in module one and module two；
5) module device will be set up to be arranged in module one, and will be directed to wheel one and is stuck in erection module guide rail one, make erection
Module device can be slided freely in module one and module two；
6) bridge is laid on adjacent bridge pier and pours built module, opening attachment means one makes two points of module one and module
From；
7) module device will be set up first to fix, then will set up butt end the stretching by hydraulic cylinder six of module device
In the clasp two of contracting insertion module two, module two is pushed to the upper bridge laid on adjacent bridge pier by the elongation covered by controls connecting rod
Beam is poured at built module, directive wheel group five is entered in guide rail three；
8) adjusting module two flushes it with the position that upper bridge pours built module, is blocked simultaneously before and after upper bridge is poured into built module
Pour bridge floor two；
9) after the completion of pouring, bridge is poured into the gap that built module is moved between bridge floor one and bridge floor two, bridge floor is carried out
Pour, concrete is squeezed into bridge concrete template, mutually tied with bridge surface vibration apparatus for leveling using plug-in type vibrating device
The mode of conjunction is vibrated to the bridge poured and leveling forms bridge floor three, and the bridge between bridge pier and bridge pier pours completion.
Brief description of the drawings
Fig. 1 is a kind of structural scheme of mechanism of multistage bridge placing installation of the invention
Fig. 2 is the structural representation of module one；
Fig. 3 is the structural representation of module two；
Fig. 4 pours the structural representation of built module for bridge；
Fig. 5 is the structural representation for setting up module device；
Fig. 6 is the structural representation that bridge pours built module on bridge pier；
Fig. 7 is the schematic diagram of bridge pouring construction of the present invention.
Embodiment
With reference to specific embodiment, the present invention is described in detail.Following examples will be helpful to the technology of this area
Personnel further understand the present invention, but the invention is not limited in any way.It should be pointed out that to the ordinary skill of this area
For personnel, without departing from the inventive concept of the premise, various modifications and improvements can be made.These belong to the present invention
Protection domain.
Embodiment one：
As illustrated, a kind of multistage bridge placing installation, including module 1, module 22, pacify in module 1, module 22
Bridge is equipped with to pour built module 3, set up module device 5, upper bridge and pour built module 6.
Module 1 includes panel 1, and the bottom even of panel 1 is provided with hydraulic cylinder 1, the panel 1
Both sides are laid with guide rail 2 18, set up module guide rail 1, module groove column 15, guide rail 1 from top to bottom；The erection mould
Clasp 1 is installed between block guide rail 1 and guide rail 1；Attachment means 1 are installed on the clasp 1；It is described
Attachment means 1 open the spring 1 for separating module 1 and module 22 provided with energy itself.
The module 22 includes panel 2 29, and the bottom even of panel 2 29 is provided with hydraulic cylinder 2 21, the panel
2 29 both sides are laid with guide rail 3 22, set up module guide rail 2 26, module projection column 28, guide rail 4 25, the frame from top to bottom
If being provided with clasp 2 27 between module guide rail 2 26 and guide rail 4 25；The clasp 2 27 is buckled into attachment means 1, is made
The connection of both module 1 and module 22；The module 1 and module 22 are Steel material；The module 1 and module 22
On be laid with concreting hole.The bridge, which pours built module 3, includes bridge concrete template 36, the bridge concrete mould
The both sides of plate 36 are separately installed with hanging connecting rod 31, guide rail 5 37, base 38, and the hanging connecting rod 31 is provided with by hinge 1
Hydraulic cylinder 3 35, the hanging connecting rod is provided with directive wheel group 1, directive wheel group 2 33, the base 38 about 31 and installed
There is plug-in type vibrating device 7, described plug-in type vibrating device 7 includes motor 1, and the motor 1 is controlled by support 72
Telescopic vibrating head 73 is made to stretch and vibrate.Bridge surface vibration apparatus for leveling 4, bridge surface vibration are installed on the guide rail 5 37
Apparatus for leveling 4, which includes being provided with described in motor 2 44 in vibration plate face 43, the vibration plate face 43, vibrates plate face 43 by hydraulic pressure
Cylinder 4 41 is connected with directive wheel 2 42.
The erection module device 5 includes connecting rod set 51, and butt end 55 is installed on connecting rod and covers 51 tops, the butt end 55
Between hydraulic cylinder 6 56 is installed, dolly plate 58 is connected by hinge 2 53 and connecting rod set 51, the side of dolly plate 58 installation
There is directive wheel 1.
The upper bridge, which pours built module 6, includes concrete blinding 61 on bridge pier, passes through hinge 3 63 and the phase of hydraulic cylinder 7 62
Connect, the other end of the hydraulic cylinder 7 62 connection directive wheel group 5 64.
In addition present invention also offers a kind of multistage bridge placing installation construction method, including the step of following orders：
1) reinforcing bar is laid between adjacent two bridge pier, and on bridge pier installs bridge and pour built module 6 and pour one section of bridge
Beam, forms one section of bridge floor 1；
2) after after bridge finally solidification, hydraulic cylinder 1 and the peace on the hydraulic cylinder 1 laid are laid on bridge floor
Put module 1；
3) hydraulic cylinder 2 21 is uniformly laid in the front side of module one and module 22 is laid on hydraulic cylinder 2 21, by module
The insertion module groove column of projection column 28 15, attachment means 1 is inserted the clasp 1 of module 1 and the clasp two of module 22
In 27, module 1 is set to be connected with module 22；
4) bridge is poured into built module 3 to be laid in below the bridge floor 1 poured, is directed to wheel group 1 and is caught in guide rail two
18, it is directed to wheel group 2 33 and is caught in guide rail 1, bridge is poured built module 3 and can freely be slided in module 1 and module 22
It is dynamic；
5) module device 5 will be set up to be arranged in module 1, and will be directed to wheel 1 and is stuck in erection module guide rail 1,
Erection module device 5 is set freely to be slided in module 1 and module 22；
6) bridge is laid on adjacent bridge pier and pours built module 6, opening attachment means 1 makes module 1 and module two
2 separation；
7) module device 5 will be set up first to fix, the butt end 55 for setting up module device 5 is then passed through into hydraulic cylinder six
In the clasp 2 27 of 56 flexible insertion module 22, module 22 is pushed to by adjacent bridge pier by the elongation of controls connecting rod set 51
The upper bridge of upper laying is poured at built module 6, directive wheel group 5 64 is entered in guide rail 3 22；
8) adjusting module 22 flushes it with the position that upper bridge pours built module 6, is blocked up before and after upper bridge is poured into built module 6
Firmly and pour bridge floor 2 200；
9) after the completion of pouring, bridge is poured into the gap that built module 3 is moved between bridge floor 1 and bridge floor 2 200, entered
Row bridge floor is poured, and concrete is squeezed into bridge concrete template 36, and concrete is carried out first by plug-in type vibrating device 7
Vibration, controls telescopic vibrating head 73 to insert and is vibrated in concrete by motor 1, when not producing bubble on concrete
Also after not sinking, vibrated and flattened using 4 pairs of bridges poured of bridge surface vibration apparatus for leveling, by controlling hydraulic pressure
Cylinder 41 makes the vibration plate face 43 be fitted with bridge floor, and controlled motor 2 44 makes the vibration plate face produce vibration, controls directive wheel 2 42
Vibration plate face 43 is moved back and forth on guide rail 5 39 makes bridge floor vibration leveling, and the bridge poured is vibrated and shape is flattened
Into bridge floor 3 300, the bridge between bridge pier and bridge pier pours completion.
Embodiment two：
As illustrated, a kind of multistage bridge placing installation, including module 1, module 22, pacify in module 1, module 22
Bridge is equipped with to pour built module 3, set up module device 5, upper bridge and pour built module 6.
Module 1 includes panel 1, and the bottom even of panel 1 is provided with hydraulic cylinder 1, the panel 1
Both sides are laid with guide rail 2 18, set up module guide rail 1, module groove column 15, guide rail 1 from top to bottom；The erection mould
Clasp 1 is installed between block guide rail 1 and guide rail 1；Attachment means 1 are installed on the clasp 1；It is described
Attachment means 1 open the spring 1 for separating module 1 and module 22 provided with energy itself.
The module 22 includes panel 2 29, and the bottom even of panel 2 29 is provided with hydraulic cylinder 2 21, the panel
2 29 both sides are laid with guide rail 3 22, set up module guide rail 2 26, module projection column 28, guide rail 4 25, the frame from top to bottom
If being provided with clasp 2 27 between module guide rail 2 26 and guide rail 4 25；The clasp 2 27 is buckled into attachment means 1, is made
The connection of both module 1 and module 22；The module 1 and module 22 are Steel material, the module 1 and module 22
On be laid with concreting hole.The hydraulic cylinder 1 under hydraulic cylinder 2 21 with being equipped with rubber blanket 8.
The bridge, which pours built module 3, includes bridge concrete template 36, and the both sides of bridge concrete template 36 are pacified respectively
Equipped with hanging connecting rod 31, guide rail 5 37, base 38, the hanging connecting rod 31 is provided with hydraulic cylinder 3 35, institute by hinge 1
State hanging connecting rod and be provided with about 31 on directive wheel group 1, directive wheel group 2 33, the base 38 and plug-in type vibrating is installed
Device 7, described plug-in type vibrating device 7 includes motor 1, and the motor 1 controls telescopic vibration by support 72
Rod 73 is flexible and vibrates.Bridge surface vibration apparatus for leveling 4 is installed, bridge surface vibration apparatus for leveling 4 is wrapped on the guide rail 5 37
Include to be provided with described in motor 2 44 in vibration plate face 43, the vibration plate face 43 and vibrate plate face 43 by hydraulic cylinder 4 41 with being oriented to
2 42 are taken turns to be connected.
The erection module device 5 includes connecting rod set 51, and butt end 55 is installed on connecting rod and covers 51 tops, the butt end 55
Between hydraulic cylinder 6 56 is installed, dolly plate 58 is connected by hinge 2 53 and connecting rod set 51, the side of dolly plate 58 installation
There is directive wheel 1, erection module device 5 bottom is provided between base 57, base 57 and the connecting rod set 51 and is provided with
Hydraulic cylinder 54.
The upper bridge, which pours built module 6, includes concrete blinding 61 on bridge pier, passes through hinge 3 63 and the phase of hydraulic cylinder 7 62
Connect, the other end of the hydraulic cylinder 7 62 connection directive wheel group 5 64.
In addition present invention also offers a kind of multistage bridge placing installation construction method, including the step of following orders：
1) reinforcing bar is laid between adjacent two bridge pier, and on bridge pier installs bridge and pour built module 6 and pour one section of bridge
Beam, forms one section of bridge floor 1；
2) after after bridge finally solidification, hydraulic cylinder 1 is laid on bridge floor, the bottom of hydraulic cylinder 1 is equipped with rubber blanket
8, and in the module 1 placed over of hydraulic cylinder 1 laid；
3) hydraulic cylinder 2 21 is uniformly laid in the front side of module one, the bottom of hydraulic cylinder 2 21 is also equipped with rubber blanket 8, and
Module 22 is laid on hydraulic cylinder 2 21, module projection column 28 is inserted into module groove column 15, attachment means 1 are inserted into module
In one 1 clasp 1 and the clasp 2 27 of module 22, module 1 is set to be connected with module 22；
4) bridge is poured into built module 3 to be laid in below the bridge floor 1 poured, is directed to wheel group 1 and is caught in guide rail two
18, it is directed to wheel group 2 33 and is caught in guide rail 1, bridge is poured built module 3 and can freely be slided in module 1 and module 22
It is dynamic；
5) module device 5 will be set up to be arranged in module 1, and will be directed to wheel 1 and is stuck in erection module guide rail 1,
Erection module device 5 is set freely to be slided in module 1 and module 22；
6) bridge is laid on adjacent bridge pier and pours built module 6, opening attachment means 1 makes module 1 and module two
2 separation；
7) module device 5 will be set up first to fix, the butt end 55 for setting up module device 5 is then passed through into hydraulic cylinder six
In the clasp 2 27 of 56 flexible insertion module 22, module 22 is pushed to by adjacent bridge pier by the elongation of controls connecting rod set 51
The upper bridge of upper laying is poured at built module 6, by lifting the hydraulic cylinder 54 set up on module device 5, enters directive wheel group 5 64
Enter in guide rail 3 22；
8) adjusting module 22 flushes it with the position that upper bridge pours built module 6, is blocked up before and after upper bridge is poured into built module 6
Firmly and pour bridge floor 2 200；
9) after the completion of pouring, bridge is poured into the gap that built module 3 is moved between bridge floor 1 and bridge floor 2 200, entered
Row bridge floor is poured, and concrete is squeezed into bridge concrete template 36, and concrete is carried out first by plug-in type vibrating device 7
Vibration, controls telescopic vibrating head 73 to insert and is vibrated in concrete by motor 1, when not producing bubble on concrete
Also after not sinking, vibrated and flattened using 4 pairs of bridges poured of bridge surface vibration apparatus for leveling, by controlling hydraulic pressure
Cylinder 41 makes the vibration plate face 43 be fitted with bridge floor, and controlled motor 2 44 makes the vibration plate face produce vibration, controls directive wheel 2 42
Vibration plate face 43 is moved back and forth on guide rail 5 39 makes bridge floor vibration leveling, and the bridge poured is vibrated and shape is flattened
Into bridge floor 3 300, the bridge between bridge pier and bridge pier pours completion.
Embodiment three：
As illustrated, a kind of multistage bridge placing installation, including module 1, module 22, pacify in module 1, module 22
Bridge is equipped with to pour built module 3, set up module device 5, upper bridge and pour built module 6.
Module 1 includes panel 1, and the bottom even of panel 1 is provided with hydraulic cylinder 1, the panel 1
Both sides are laid with guide rail 2 18, set up module guide rail 1, module groove column 15, guide rail 1 from top to bottom；The erection mould
Clasp 1 is installed between block guide rail 1 and guide rail 1；Attachment means 1 are installed on the clasp 1；It is described
Attachment means 1 open the spring 1 for separating module 1 and module 22, the module groove column 15 provided with energy itself
It is provided with hasp hole 151.
The module 22 includes panel 2 29, and the bottom even of panel 2 29 is provided with hydraulic cylinder 2 21, the panel
2 29 both sides are laid with guide rail 3 22, set up module guide rail 2 26, module projection column 28, guide rail 4 25, the frame from top to bottom
If being provided with clasp 2 27 between module guide rail 2 26 and guide rail 4 25；The clasp 2 27 is buckled into attachment means 1, is made
The connection of both module 1 and module 22；The module 1 and module 22 are Steel material, the module 1 and module 22
On be laid with concreting hole, the module projection column 28 is provided with hasp 281.
The hydraulic cylinder 1 under hydraulic cylinder 2 21 with being equipped with rubber blanket 8.
The bridge, which pours built module 3, includes bridge concrete template 36, and the both sides of bridge concrete template 36 are pacified respectively
Equipped with hanging connecting rod 31, guide rail 5 37, base 38, the hanging connecting rod 31 is provided with hydraulic cylinder 3 35, institute by hinge 1
State hanging connecting rod and be provided with about 31 on directive wheel group 1, directive wheel group 2 33, the base 38 and plug-in type vibrating is installed
Device 7, described plug-in type vibrating device 7 includes motor 1, and the motor 1 controls telescopic vibration by support 72
Rod 73 is flexible and vibrates.Bridge surface vibration apparatus for leveling 4 is installed, bridge surface vibration apparatus for leveling 4 is wrapped on the guide rail 5 37
Include to be provided with described in motor 2 44 in vibration plate face 43, the vibration plate face 43 and vibrate plate face 43 by hydraulic cylinder 4 41 with being oriented to
Take turns 2 42 to be connected, the bridge to pour and be provided with searchlight on built module 3.
The erection module device 5 includes connecting rod set 51, and butt end 55 is installed on connecting rod and covers 51 tops, the butt end 55
Between hydraulic cylinder 6 56 is installed, dolly plate 58 is connected by hinge 2 53 and connecting rod set 51, the side of dolly plate 58 installation
There is directive wheel 1, erection module device 5 bottom is provided between base 57, base 57 and the connecting rod set 51 and is provided with
Hydraulic cylinder 54.
The upper bridge, which pours built module 6, includes concrete blinding 61 on bridge pier, passes through hinge 3 63 and the phase of hydraulic cylinder 7 62
Connect, the other end of the hydraulic cylinder 7 62 connection directive wheel group 5 64.
In addition present invention also offers a kind of multistage bridge placing installation construction method, including the step of following orders：
1) reinforcing bar is laid between adjacent two bridge pier, and on bridge pier installs bridge and pour built module 6 and pour one section of bridge
Beam, forms one section of bridge floor 1；
2) after after bridge solidification, hydraulic cylinder 1 is laid on bridge floor, the bottom of hydraulic cylinder 1 is equipped with rubber blanket 8, and
In the module 1 placed over of hydraulic cylinder 1 laid；
3) hydraulic cylinder 2 21 is uniformly laid in the front side of module one, the bottom of hydraulic cylinder 2 21 is also equipped with rubber blanket 8, and
Module 22 is laid on hydraulic cylinder 2 21, module projection column 28 is inserted into module groove column 15, makes hasp hole 151 and the phase of hasp 281
Even, attachment means 1 are inserted in the clasp 1 of module 1 and the clasp 2 27 of module 22, makes module 1 and module two
2 connections；
4) bridge is poured into built module 3 to be laid in below the bridge floor 1 poured, is directed to wheel group 1 and is caught in guide rail two
18, it is directed to wheel group 2 33 and is caught in guide rail 1, bridge is poured built module 3 and can freely be slided in module 1 and module 22
It is dynamic；
5) module device 5 will be set up to be arranged in module 1, and will be directed to wheel 1 and is stuck in erection module guide rail 1,
Erection module device 5 is set freely to be slided in module 1 and module 22；
6) bridge is laid on adjacent bridge pier and pours built module 6, opening attachment means 1 makes module 1 and module two
2 separation；
7) module device 5 will be set up first to fix, the butt end 55 for setting up module device 5 is then passed through into hydraulic cylinder six
In the clasp 2 27 of 56 flexible insertion module 22, module 22 is pushed to by adjacent bridge pier by the elongation of controls connecting rod set 51
The upper bridge of upper laying is poured at built module 6, by adjusting the hydraulic cylinder 54 set up on module device 5, enters directive wheel group 5 64
Enter in guide rail 3 22；
8) adjusting module 22 flushes it with the position that upper bridge pours built module 6, is blocked up before and after upper bridge is poured into built module 6
Firmly and pour bridge floor 2 200；
9) after the completion of pouring, bridge is poured into the gap that built module 3 is moved between bridge floor 1 and bridge floor 2 200, entered
Row bridge floor is poured, and concrete is squeezed into bridge concrete template 36, and concrete is carried out first by plug-in type vibrating device 7
Vibration, controls telescopic vibrating head 73 to insert and is vibrated in concrete by motor 1, when not producing bubble on concrete
Also after not sinking, vibrated and flattened using 4 pairs of bridges poured of bridge surface vibration apparatus for leveling, by controlling hydraulic pressure
Cylinder 41 makes the vibration plate face 43 be fitted with bridge floor, and controlled motor 2 44 makes the vibration plate face produce vibration, controls directive wheel 2 42
Vibration plate face 43 is moved back and forth on guide rail 5 39 makes bridge floor vibration leveling, and the bridge poured is vibrated and shape is flattened
Into bridge floor 3 300, the bridge between bridge pier and bridge pier pours completion, at night, can open bridge and pour spy on built module 3
Illuminator, convenient construction.
In addition to the implementation, the present invention can also have other embodiment.All use equivalent or equivalent transformation shape
Into technical scheme, all fall within the protection domain of application claims.
Claims (6)
1. a kind of multistage bridge placing installation, it is characterised in that：Including module one (1), module two (2), it is characterised in that：It is described
Be mounted with module one (1), module two (2) bridge pour built module (3), set up module device (5), upper bridge pour built module (6)；
The module one (1) includes panel one (19), and described (19) bottom even of panel one is provided with hydraulic cylinder one (13), described
Panel one (19) both sides are laid with guide rail two (18), set up module guide rail one (16), module groove column (15), guide rail from top to bottom
One (12)；Clasp one (17) is installed between the erection module guide rail one (16) and guide rail one (12)；The clasp one (17)
On attachment means one (14) are installed, the module groove column (15) is provided with hasp hole (151)；
The module two (2) includes panel two (29), and described (29) bottom even of panel two is provided with hydraulic cylinder two (21), described
Panel two (29) both sides are laid with guide rail three (22), set up module guide rail two (26), module projection column (28), guide rail from top to bottom
Four (25), clasp two (27) is provided between the erection module guide rail two (26) and guide rail four (25)；The clasp two (27)
Buckle into attachment means one (14), connect both module one (1) and module two (2), the module projection column (28) is provided with
Hasp (281)；
The module one (1) and module two (2) are Steel material；
The hydraulic cylinder one (13) under hydraulic cylinder two (21) with being equipped with rubber blanket (8)；
The bridge, which pours built module (3), includes bridge concrete template (36), bridge concrete template (36) the both sides difference
Hanging connecting rod (31), guide rail five (37), base (38) are installed, the hanging connecting rod (31) is provided with liquid by hinge one (34)
Cylinder pressure three (35), the hanging connecting rod (31) is provided with directive wheel group one (32), directive wheel group two (33) up and down, and the bridge is poured
Built module is provided with searchlight on (3)；
The erection module device (5) includes connecting rod set (51), and butt end (55) are installed on connecting rod set (51) top, the docking
Hydraulic cylinder six (56) is installed between end (55), dolly plate (58) is connected by hinge two (53) with connecting rod set (51), described small
Sweep (58) side is provided with directive wheel one (52), and described erection module device (5) bottom is provided with base (57), the base
(57) hydraulic cylinder (54) is installed between connecting rod set (51)；
The upper bridge, which pours built module (6), includes concrete blinding (61) on bridge pier, passes through hinge three (63) and hydraulic cylinder seven
(62) connect, (62) other end of hydraulic cylinder seven connection directive wheel group five (64).
2. a kind of multistage bridge placing installation according to claim 1, it is characterised in that the module one (1) and module
Concreting hole is laid with two (2).
3. a kind of multistage bridge placing installation according to claim 1, it is characterised in that：The bridge pours built module (3)
Plug-in type vibrating device (7) is installed, described plug-in type vibrating device (7) includes motor one (71) on two wing bases (38),
The motor one (71) connects telescopic vibrating head (73) by support (72).
4. a kind of multistage bridge placing installation according to claim 1 or 2, it is characterised in that：The bridge pours built module
(3) bridge surface vibration apparatus for leveling (4) is mounted with guide rail five (39), the bridge surface vibration apparatus for leveling (4) includes shaking
Motor two (44) is installed, the vibration plate face (43) passes through hydraulic cylinder four on dynamic plate face (43), the vibration plate face (43)
(41) it is connected with directive wheel two (42).
5. a kind of multistage bridge placing installation according to claim 1, it is characterised in that：On the attachment means one (14)
Make the spring one (11) of module one (1) and module two (2) separation provided with that itself can open.
6. a kind of multistage bridge placing installation construction method, it is characterised in that comprise the following steps：
1) reinforcing bar is laid between adjacent two bridge pier, and on bridge pier installs bridge and pour built module (6) and pour one section of bridge,
Form one section of bridge floor one (100)；
2) after bridge finally solidifies, hydraulic cylinder one (13) is laid on bridge floor and in the hydraulic cylinder one (13) laid, hydraulic pressure
Cylinder one (13) bottom is equipped with rubber blanket (8), module one (1) placed over；
3) hydraulic cylinder two (21) is uniformly laid in the front side of module one and module two (2), hydraulic pressure are laid on hydraulic cylinder two (21)
Cylinder two (21) bottom is also equipped with rubber blanket (8), and module projection column (28) is inserted into module groove column (15), makes hasp hole
(151) it is connected with hasp (281), attachment means one (14) is inserted into the clasp one (17) of module one (1) and buckleing for module two (2)
In ring two (27), module one (1) is set to be connected with module two (2)；
4) bridge is poured into built module (3) to be laid in below the bridge floor one (100) poured, is directed to wheel group one (32) and is caught in guide rail
Two (18), are directed to wheel group two (33) and are caught in guide rail one (12), and bridge is poured built module (3) can be in module one (1) and module two
(2) can freely it be slided on；
5) module device (5) will be set up to be arranged in module one (1), and will be directed to wheel one (52) and is stuck in erection module guide rail one (16)
It is interior, erection module device (5) is freely slided in module one (1) and module two (2) interior energy；
6) bridge is laid on adjacent bridge pier and pours built module (6), opening attachment means one (14) makes module one (1) and module
Two (2) are separated；
7) module device (5) will be set up first to fix, the butt end (55) that then will set up module device (5) passes through hydraulic cylinder
In the clasp two (27) of the flexible insertion module two (2) of six (56), module two (2) is pushed away by the elongation of controls connecting rod set (51)
Move the upper bridge laid on adjacent bridge pier and pour built module (6) place, by lifting the hydraulic cylinder set up on module device (5)
(54) directive wheel group five (64), is made to enter in guide rail three (22)；
8) adjusting module two (2) flushes it with the position that upper bridge pours built module (6), and it is front and rear that upper bridge is poured into built module (6)
Block and pour bridge floor two (200)；
9) after the completion of pouring, bridge is poured into the gap that built module (3) is moved between bridge floor one (100) and bridge floor two (200),
The casting concrete in bridge concrete template (36), uses plug-in type vibrating device (7) and bridge surface vibration apparatus for leveling (4)
The mode being combined is vibrated to the bridge poured and leveling forms bridge floor three (300), the bridge between bridge pier and bridge pier
Completion is poured, at night, bridge can be opened and pour searchlight on built module 3, convenient construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710231774.9A CN106948266B (en) | 2016-04-29 | 2016-04-29 | A kind of multistage bridge placing installation and its construction method |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710231774.9A CN106948266B (en) | 2016-04-29 | 2016-04-29 | A kind of multistage bridge placing installation and its construction method |
| CN201610278146.1A CN105862600B (en) | 2016-04-29 | 2016-04-29 | A kind of multistage bridge placing installation and its construction method |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610278146.1A Division CN105862600B (en) | 2016-04-29 | 2016-04-29 | A kind of multistage bridge placing installation and its construction method |
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| Publication Number | Publication Date |
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| CN106948266A true CN106948266A (en) | 2017-07-14 |
| CN106948266B CN106948266B (en) | 2018-10-12 |
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| CN201610278146.1A Expired - Fee Related CN105862600B (en) | 2016-04-29 | 2016-04-29 | A kind of multistage bridge placing installation and its construction method |
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| CN109537430B (en) * | 2019-01-18 | 2023-11-21 | 中交四公局第十工程有限公司 | Guide device for box girder concrete pouring and box girder concrete pouring method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008274586A (en) * | 2007-04-26 | 2008-11-13 | Kajima Corp | Pillar head construction method |
| JP2009191458A (en) * | 2008-02-12 | 2009-08-27 | Jfe Engineering Corp | Construction apparatus for bridge, construction method for floor slab, and construction method for bridge |
| CN102877416A (en) * | 2012-10-26 | 2013-01-16 | 上海市城市建设设计研究总院 | Herring-bone wall body construction method of large-span concrete herring-bone continuous girder bridge and structure thereof |
| CN203795311U (en) * | 2013-11-22 | 2014-08-27 | 中铁三局集团有限公司 | Multi-leg high pier and slip form construction device |
| CN104695337A (en) * | 2015-01-26 | 2015-06-10 | 中交一公局厦门工程有限公司 | Self-lifting sliding and turnover construction system and construction method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100351484C (en) * | 2005-11-07 | 2007-11-28 | 中建一局建设发展公司 | Liftable hydraulic climbing template and construction method thereof |
| JP4777922B2 (en) * | 2007-03-02 | 2011-09-21 | 三井住友建設株式会社 | Mobile suspension support |
| CN201521115U (en) * | 2009-04-15 | 2010-07-07 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Beam-column type bracket |
| CN201386251Y (en) * | 2009-04-15 | 2010-01-20 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Transverse unit of beam column bracket |
| CN102900022B (en) * | 2012-10-22 | 2015-09-30 | 中铁十局集团有限公司 | Cable stayed bridge leaning tower hydraulic climbing mould construction method |
| CN104695335B (en) * | 2015-01-15 | 2016-09-14 | 中铁四局集团第二工程有限公司 | Upstroke movable framework steel bar overall binding lifting construction engineering method and constructing device |
-
2016
- 2016-04-29 CN CN201710231774.9A patent/CN106948266B/en not_active Expired - Fee Related
- 2016-04-29 CN CN201610278146.1A patent/CN105862600B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008274586A (en) * | 2007-04-26 | 2008-11-13 | Kajima Corp | Pillar head construction method |
| JP2009191458A (en) * | 2008-02-12 | 2009-08-27 | Jfe Engineering Corp | Construction apparatus for bridge, construction method for floor slab, and construction method for bridge |
| CN102877416A (en) * | 2012-10-26 | 2013-01-16 | 上海市城市建设设计研究总院 | Herring-bone wall body construction method of large-span concrete herring-bone continuous girder bridge and structure thereof |
| CN203795311U (en) * | 2013-11-22 | 2014-08-27 | 中铁三局集团有限公司 | Multi-leg high pier and slip form construction device |
| CN104695337A (en) * | 2015-01-26 | 2015-06-10 | 中交一公局厦门工程有限公司 | Self-lifting sliding and turnover construction system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105862600A (en) | 2016-08-17 |
| CN106948266B (en) | 2018-10-12 |
| CN105862600B (en) | 2017-06-13 |
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