CN206512611U - A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock - Google Patents
A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock Download PDFInfo
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- CN206512611U CN206512611U CN201720171584.8U CN201720171584U CN206512611U CN 206512611 U CN206512611 U CN 206512611U CN 201720171584 U CN201720171584 U CN 201720171584U CN 206512611 U CN206512611 U CN 206512611U
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- bridge pier
- post
- post component
- component
- suspension type
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Abstract
A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock, the column both sides of L-type bridge pier are provided with first foundation platform and the first post component being installed on first foundation platform, the beam-ends both sides of L-type bridge pier are then provided with the second basic platform and the second post component being installed on the second basic platform, first foundation platform and the second basic platform are concrete foundation, first post component and the second post component are steel member, and the specification of these concrete foundations and steel member is selected depending on actual conditions；Rectangle limitting casing and regulation depression bar on first post component equipped with positioning vertical column, cross member is housed between two second post components, and equipped with pushing against in the push rod of beam-ends bottom on cross member, by adjusting the effect of depression bar and push rod, bridge pier is positioned from horizontal and vertical, the L-type bridge pier of large volume, integration, centering type can be accurately positioned and be fixed on design attitude, substantially increase the precision controlling of bridge pier installation, it is easy to operate and its is simple in construction effectively, it is with low cost.
Description
Technical field
The utility model is related to the empty rail bridge pier erecting device of suspension type, is used when more particularly to one kind installs suspension type sky rail
The auxiliary mould positioned in aerial part.
Background technology
Suspension type sky rail is a kind of orbital fashion of overhead rail train, and it includes some horizontal strokes at the top of column and column
The L-type bridge pier that beam is constituted, and the track of L-type pier coping portion below the crossbeam is installed on, train is hung on below track, along track
Operation.Due to the operation of monorail train, there are strict requirements to the precision of track, thus in order to ensure the installation essence of track
Degree, just it is essential to ensure that the installation accuracy of L-type bridge pier.And volume, the weight of centering type L-type bridge pier are very big, its install, it is necessary to
It is hanging to reinforce through lifting, position, the work progress such as concreting fixation of pile pier junction, its whole positioning is generally being hanged
Hang and carried out under state, complex operation is accurately positioned extremely difficult.The method that the bridge pier of traditional approach installs positioning is difficult in adapt to it
Installing needs.
The content of the invention
The utility model aims to provide a kind of installation ground frock for being capable of the empty rail bridge pier of precision positioning suspension type, to carry
High pier installs positioning precision and operation ease.
The empty rail bridge pier of suspension type described in the utility model, which is installed, uses ground frock, including is arranged at the column of L-type bridge pier
The first foundation platform of both sides and the second basic platform of the beam-ends both sides for being arranged at L-type bridge pier are flat in two first foundations
First post component is set on platform, the second post component is then set on two second basic platforms；It is whole that two first post components are connected as one
Body, sets the rectangle limitting casing around column, being set respectively in the surrounding of rectangle limitting casing can be between two first post components
Surrounding clamping column can horizontal extension regulation depression bar, and rectangle limitting casing extend from both sides and with two first post components
Connect as one；Two second post components are connected as entirety by cross member, and cross member is arranged at the lower section of beam-ends, separately
There is height adjustable and push rod for support beam end, push rod is installed on cross member and pushed against in the bottom of beam-ends
Portion.
The empty rail bridge pier of suspension type described in the utility model, which is installed, uses ground frock, and first foundation platform and the second basis are flat
Platform is concrete foundation, the first post component and the specification chi that the second post component is steel member, these concrete foundations and steel member
Very little to be selected depending on actual conditions, such as concrete pedestal uses reinforced concrete structure, and according to the pre-buried height of size of post component
Strength bolt, in order to easily lift pre-buried suspension ring；Or according to the height of different hole position bridge piers, different height are selected with zygostyle component
The concrete pedestal of degree, to meet the use function of support bridge pier；And it is equally possible that according to the height and concrete of bridge pier
The height of pedestal and the post component for selecting different height.Rectangle limitting casing and regulation depression bar bridge pier can be adjusted from four sides
Positioning, plays a part of adjusting post position when bridge pier falls, and tightens regulation depression bar after column is fallen into and plays anchor ear
The effect of posture in standing (qigong) post, therefore ensures that the installation accuracy of bridge pier；In addition, rectangle limitting casing the first post component of connection, and the second post structure
Cross member is housed between part, then each component can be connected as one, the structural strength of frock is improved；And on cross member
Push rod is installed, it is adjusted and positioned to bridge pier from longitudinal direction, coordinates the positioning action of rectangle limitting casing, can preferably carry
The installation accuracy of high pier.By the effect of the frock, the L-type bridge pier of large volume, integration, centering type can be accurately positioned
And design attitude is fixed on, the precision controlling of bridge pier installation is substantially increased, and its is simple in construction effectively, easy to operate, cost
It is cheap.
Brief description of the drawings
Fig. 1 is the structural representation of sky rail ground upper pillar stand.
Fig. 2,3 be the empty rail bridge pier installation ground frock of suspension type structural representation.
Fig. 4 is the overlooking the structure diagram of the empty rail bridge pier installation ground frock of suspension type shown in Fig. 2.
Embodiment
A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock, including be arranged at L-type bridge pier the both sides of column 21 first
Basic platform 91 and the second basic platform 92 of the end both sides of crossbeam 22 for being arranged at L-type bridge pier, on two first foundation platforms
First post component 93 is set, the second post component 94 is then set on two second basic platforms；It is whole that two first post components are connected as one
Body, sets the rectangle limitting casing 95 around column, being set respectively in the surrounding of rectangle limitting casing can between two first post components
From surrounding clamp column can horizontal extension regulation depression bar 96, and rectangle limitting casing extend from both sides and with two first posts
Component is connected as one；Two second post components are connected as entirety by cross member 97, and cross member is arranged at beam-ends
Lower section, separately has height adjustable and push rod 98 for support beam end, and push rod is installed on cross member and pushed against in crossbeam
The bottom of end.By the effect of the frock, the L-type bridge pier of large volume, integration, centering type can be accurately positioned and fixed
In design attitude, the precision controlling of bridge pier installation is substantially increased, and its is simple in construction effectively, it is easy to operate, it is with low cost.
The empty rail bridge pier of described suspension type, which is installed, uses ground frock, and the first post component 93 and the second post component 94 are tower crane mark
Quasi- section, standard section of tower crane is cubic cylindrical component, is a kind of component of versatility, and repeatable usability is high, is both meeting installation
It is required that while, improve the convenience and operating efficiency of operation；And the first post component and the second post component can be selected optionally
The standard knot of different size, preferably to meet installation requirement.
It is equipped with second post component 94 on several rectangle limitting casings 95, each rectangle limitting casing and is respectively arranged with regulation depression bar
96；By the positioning of multiple regulation depression bars, positioning precision is drastically increased.Or, rectangle limitting casing 95 is arranged at two
Connecting elements 99 is housed between the middle part of the bottom of one post component, the top of two first post components and the second post component, structure is connected
Part is rectangle, while being fixedly connected with two first post components and two second post components.Because cross member is arranged at second component
Top so that it is respectively arranged at different height with connecting elements, rectangle limitting casing, forms three-level formed steel construction, wherein, according to
The difference of bridge pier height, rectangle limitting casing can set many sets, and upper strata often increases by one layer of standard knot, and just to set up a rectangle spacing
Frame, connecting elements can also have many sets, and except first segment standard knot is not filled, upper strata often increases by one layer of standard knot and just sets up a connection
Component, and the cross member of the superiors then plays support pier coping portion and adjusts the main function of pier location.
On cross member 97 be equipped with from side clamping crossbeam can horizontal extension regulation depression bar 96；On second post component 94
Jack 90 is installed, jack is pushed against in the bottom of bridge pier track 23.Equipped with push rod and regulation depression bar, regulation on cross member
Depression bar is used for adjusting offset distance and torque of the bridge pier along line direction, and push rod is then used for adjusting offset distance of the bridge pier perpendicular to line direction
And elevation.Regulation depression bar or the push rod on each component are locked after adjustment, and is matched somebody with somebody in the empty rail of a jack Auxiliary support for pacifying
The bracket of girder steel is put, makes the installation of bridge pier more accurately, stably.
Claims (6)
1. a kind of empty rail bridge pier of suspension type, which is installed, uses ground frock, it is characterised in that：Column including being arranged at L-type bridge pier（21）
The first foundation platform of both sides（91）With the crossbeam for being arranged at L-type bridge pier（22）Second basic platform of end both sides（92）,
First post component is set on two first foundation platforms（93）, the second post component is then set on two second basic platforms（94）；Two
The connection of first post component is integral, and the rectangle limitting casing around column is set between two first post components（95）, in rectangle
The surrounding of limitting casing set respectively can from surrounding clamp column can horizontal extension regulation depression bar（96）, and rectangle limitting casing from
Extend and connected as one with two first post components in both sides；Two second post components pass through cross member（97）It is connected as whole
Body, cross member is arranged at the lower section of beam-ends, separately has height adjustable and push rod for support beam end（98）, push rod
It is installed on cross member and pushes against in the bottom of beam-ends.
2. the empty rail bridge pier of suspension type according to claim 1, which is installed, uses ground frock, it is characterised in that：Second post component
（94）It is upper that several rectangle limitting casings are housed（95）, regulation depression bar is respectively arranged with each rectangle limitting casing（96）.
3. the empty rail bridge pier of suspension type according to claim 1, which is installed, uses ground frock, it is characterised in that：Rectangle limitting casing
（95）The bottom of two first post components is arranged at, equipped with connection between the top of two first post components and the middle part of the second post component
Component（99）, connecting elements is rectangle, while being fixedly connected with two first post components and two second post components.
4. the empty rail bridge pier installation ground frock of suspension type according to claim 1,2 or 3, it is characterised in that：Horizontal structure
Part（97）It is upper be equipped with from side clamping crossbeam can horizontal extension regulation depression bar（96）.
5. the empty rail bridge pier installation ground frock of suspension type according to claim 1,2 or 3, it is characterised in that：Second post
Component（94）On jack is installed（90）, jack pushed against in bridge pier track（23）Bottom.
6. the empty rail bridge pier installation ground frock of suspension type according to claim 1,2 or 3, it is characterised in that：First post
Component（93）With the second post component（94）For standard section of tower crane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720171584.8U CN206512611U (en) | 2017-02-24 | 2017-02-24 | A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720171584.8U CN206512611U (en) | 2017-02-24 | 2017-02-24 | A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206512611U true CN206512611U (en) | 2017-09-22 |
Family
ID=59869300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720171584.8U Active CN206512611U (en) | 2017-02-24 | 2017-02-24 | A kind of empty rail bridge pier of suspension type, which is installed, uses ground frock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206512611U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881588A (en) * | 2019-04-10 | 2019-06-14 | 北方工业大学 | Pier adjusting device and pier adjusting system |
-
2017
- 2017-02-24 CN CN201720171584.8U patent/CN206512611U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881588A (en) * | 2019-04-10 | 2019-06-14 | 北方工业大学 | Pier adjusting device and pier adjusting system |
| CN109881588B (en) * | 2019-04-10 | 2023-11-21 | 北方工业大学 | Pier adjusting device and pier adjusting system |
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