CN206512607U - Steel truss beam bolt applies stubborn operating platform - Google Patents
Steel truss beam bolt applies stubborn operating platform Download PDFInfo
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- CN206512607U CN206512607U CN201621493251.9U CN201621493251U CN206512607U CN 206512607 U CN206512607 U CN 206512607U CN 201621493251 U CN201621493251 U CN 201621493251U CN 206512607 U CN206512607 U CN 206512607U
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- support
- operating platform
- steel truss
- truss beam
- beam bolt
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Abstract
Stubborn operating platform is applied the utility model discloses a kind of steel truss beam bolt, it includes the support docked in opposite directions for a pair and the pair of support is connected to integral connector；Each support includes some vertical poles for constituting the rack body structure and the annex being arranged between the vertical pole；Define the support be used for dock side on the inside of support, relative opposite side is stent outer with the inside of the support, the annex includes the jacking for being arranged on the predetermined quantity of support inner side top half.The utility model provide steel truss beam bolt apply stubborn operating platform have it is simple in construction, the characteristics of setting up quick and easy to carry device, platform can be built on bridge according to the characteristics of bridge itself, the limitation of operating platform must be built from ground originally by breaching completely, therefore with good environmental suitability.
Description
Technical field
The utility model is related to bridge structure construction field, and more particularly to a kind of steel truss beam bolt applies stubborn operating platform.
Background technology
With further deeply developing for China's infrastructure construction, newly building bridge substantial amounts complete bridge except building
The basic structure of beam, such as bridge pier bridge floor, also many follow-up Perfect the works are waited for, and these follow-up works may be more
It is cumbersome, such as rail is installed, various sensors are set, or even applies stubborn bolt, spraying mark etc..Some needs of work in pontic very
Carried out to the bridge back side, this is accomplished by borrowing and can be suspended on support or workbench on bridge to carry out pontic or bridge
The operation at the beam back side.
Under normal circumstances, workmen can set platform by the setting support from ground, and on the support, finally exist
Constructing operation is carried out on the platform；Or by using the engineering truck with mechanical arm, workmen is delivered into construction site, taken
Build temporary operating platform.However, due to Rail Highway bridge, often landform is considerably complicated, setting support and and then shape from ground
Workload into operating platform is quite big, needs just build behaviour again when new construction site is operated in addition every time
Make platform so that efficiency of construction is extremely inefficient, it is necessary to take considerable time and energy, this progress to engineering is quite unfavorable
's.In addition, the imperfect degree of most of bridges is very high, engineering truck is often not easily accessible to the position specified, and some are applied
The position of work station point is very special, and mechanical arm also can not usually be covered, therefore the application of engineering truck is also very limited.
Utility model content
Based on this, stubborn operating platform is applied there is provided a kind of steel truss beam bolt to solve at least one problem mentioned above.
A kind of steel truss beam bolt applies stubborn operating platform, and it includes the support docked in opposite directions for a pair and connects the pair of support
It is connected into overall connector；Each support includes some vertical poles for constituting the rack body structure and is arranged on described vertical
Annex between bar；Define the support be used for dock side on the inside of support, the relative opposite side with support inner side
For stent outer, the annex includes the jacking for being arranged on the predetermined quantity of top half on the inside of the support.
In one of the embodiments, the steel truss beam bolt, which applies stubborn operating platform, also includes attachment strap, and the attachment strap is set
In the inner side of the support, and it can be rotated by axle of the junction with the support, on the attachment strap and the support
It is also associated with the connector for making the attachment strap keep plumbness with the support, the connector and the attachment strap or the branch
Frame is flexibly connected.
Further, the connector is the tightrope of predetermined length, described between the attachment strap and the connector
First connection ring is set on support, the second connection ring is set on the top of the attachment strap, the connector is connected to described first
In connection ring and second connection ring.
In one of the embodiments, each support at least includes four vertical poles being parallel to each other, and belongs to the same side
The adjacent two piece vertical pole in face is connected by some cross bars vertical with the vertical pole, to form the steel truss girder of cuboid
Bolt applies stubborn operating platform.
In one of the embodiments, the jacking is fixedly installed on the vertical pole on the inside of the support, and to phase
It is prominent to another support of docking.
Further, each jacking has corresponds with the jacking on another support.
Further, one-to-one two jackings are coaxially laid.
In one of the embodiments, the body of the jacking is provided with screw thread, sets and the spiral shell on the bracket
The screwed hole that line matches, rotating mechanism is fixed with the tail end of the jacking.
Further, the rotating mechanism is the runner of predetermined diameter.
In one of the embodiments, the connector includes a pair of anchor ears and connects the connecting rod of the pair of anchor ear, institute
A pair of anchor ears are stated to be connected on the pair of support.
In one of the embodiments, the anchor ear is connected on the vertical pole of the inner side of each support.
In one of the embodiments, connecting on the inside of the support and passageway is set on the precalculated position of stent outer
Plate, to form at least one layer of passageway.
In one of the embodiments, connecting rod parallel above and below some is set at least one end in the passageway, to be formed
Connect the ladder access in levels passageway.
In one of the embodiments, the stent outer is being constituted provided with guardrail.
The steel truss beam bolt that the utility model is provided is applied stubborn operating platform and built by the part using vertical pole as elementary cell,
With simple in construction, the characteristics of setting up quick and easy to carry.Due to being provided with a fixed number on the support being made up of vertical pole
The jacking and connector of amount, platform can be built on bridge, breach originally must completely according to the characteristics of bridge itself
The limitation of operating platform must be built from ground, therefore with good environmental suitability.
Brief description of the drawings
Fig. 1 applies the plan in the vertical bridge direction of stubborn operating platform for the steel truss beam bolt in the embodiment of the utility model one
(C-C to)；
Fig. 2 is that the steel truss beam bolt in the embodiment of the utility model one applies plan of the stubborn operating platform along bridge direction
(A-A to)；
Fig. 3 is that the steel truss beam bolt in the embodiment of the utility model one applies another plane of the stubborn operating platform along bridge direction
Scheme (B-B direction).
Embodiment
The utility model is further described with exemplary embodiment below in conjunction with the accompanying drawings, wherein identical in accompanying drawing
Label all refers to identical part.In addition, if it is known that the detailed description of technology is for showing feature of the present utility model
It is unnecessary, then is omitted.
As shown in figure 1, to apply stubborn operating platform 10 opposite right including a pair for the steel truss beam bolt of the embodiment of the utility model one
The support 100 that connects and this pair of support 100 is connected to integral connector 200.
Each support 100 includes the vertical pole 110 of some composition agent structures of support 100 and is arranged between vertical pole 110
Annex.Vertical pole 110 generally uses steel pipe, certainly also can be using bamboo pole or wooden stick etc., by common connector, by vertical pole
110 connections build to form support 100.It is preferred that, support 100 includes at least two vertical poles 110, and two vertical poles 110 are parallel, and
Some cross bars are set between vertical pole 110, vertical erect of cross bar and vertical pole 110 is come, rectangle frame, each steel truss girder is formed
Bolt applies the support 100 that stubborn operating platform 10 includes a pair and docked in opposite directions, the operating platform 10 is had the profile of cuboid, makes
In used time, the framework that pontic is clipped in the cuboid profile.In order that the clear simplicity of description, defining support 100 is used for what is docked
Side is the inner side of support 100, and the opposite side relative with the inner side of support 100 is the outside of support 100, and annex includes being arranged on support
The jacking 300 of the predetermined quantity of 100 inner side top halfs.In detail, jacking 300 is fixedly installed on the vertical pole of the inner side of support 100
On 110, and it is prominent to another support 100 docked in opposite directions, in the cuboid framework that operating platform 10 is clipped in due to pontic, because
This makes whole steel truss beam bolt apply stubborn operating platform 10 to build by the way that all jackings 300 are connected on pontic when in use
Around pontic.It is preferred that, each jacking 300 is corresponded with the jacking 300 on another support 100, more preferably by this two
Individual one-to-one jacking 300 is coaxially laid, and one-to-one two jackings 300 is kept coaxial opposite power
Amount so that two jackings 300 can produce the effect for clamping pontic, in addition, the setting can extend the selection model of jacking 300
Enclose, it is selected the jacking 300 of fixedly connected part of the top with connection pontic, for example, pre-set on pontic
Threaded bolt, and the top of jacking 300 is nut or tapped sleeve with bolt cooperation etc., moreover it is possible to select
Top is the jacking 300 of disk (in order to increase contact area, improving frictional force), while screw thread is provided with body, and
The screwed hole matched with the screw thread is correspondingly arranged on support 100, by rotating the body of jacking 300, makes jacking 300 in support
It is threaded in or out in 100 screwed hole, the rotation of jacking 300 or turns for convenience, rotation is fixed with the tail end of jacking 300
Rotation mechanism, such setting enables jacking 300 to withstand on pontic side, by rotating the rotating mechanism of the tail end of jacking 300,
Such as runner, the opposite brackets 100 of jacking 300 are made to stretch into the inner side of support 100 or on the outside of the past support 100 in the inner side of support 100
Motion, makes it to adjust the impetus of operating platform 10 according to the profile of pontic.And the latter is not necessary in advance on pontic
Mounting and connection parts, environmental suitability is more preferable.
Connector 200 is that steel truss beam bolt applies one of critical component on stubborn operating platform 10, and connector 200 will be constituted and grasped
The a pair of brackets 100 for making platform 10 connects to form an entirety, it is preferred that connector 200 includes a pair of anchor ears 210 and one
Connecting rod 220 to connecting anchor ear 210, and connector 200 is connected by anchor ear 210 with support 100, wherein anchor ear 210 preferably connects
It is connected on the vertical pole 110 of the inner side of each support, so ensure that connector 200 plays optimal work(under less size
Energy.Connector 200 including anchor ear 210 can either be connected with support 100, easily can be dismantled again from support 100 so that
Building for operating platform 10 is efficient and convenient.Due to band type connector often enable connection two part relative motions,
If such as without related fixing device, the vertical pole 110 that foregoing connector 200 can be on support 100 rotates, certainly,
When vertical pole 110 is square and when setting such be fixedly connected with the similar groove matched with anchor ear 210, then so that company
The link position for connecing device 200 and support 100 is relatively fixed.The foregoing scheme of correspondence, when jacking 300 is caused by withstanding pontic
Operating platform 10 is built in the situation around pontic, it is necessary to assure connector 200 is fixed position with support 100 when being connected,
To ensure that there is operating platform 10 enough clamping forces to be clipped on pontic, while strictly to limit the weight on platform in operation
Amount, to ensure the safety of operating platform 10.Vertical pole 110 is set to as triangle or quadrangle with seamed edge except taking
Outside profile, can also by adding other fixing devices, such as connector 200 and support 100 vertical pole 110 junction
A brace is reconnected, makes brace, connector 200 and the stable three-legged structure of the formation of vertical pole 110, needs dismantling operation to put down certainly
During platform 10, the brace also can be pulled down easily.
As a preferred scheme, the steel truss beam bolt in the embodiment of the utility model one is applied stubborn operating platform 10 and also wrapped
Attachment strap 400 is included, the attachment strap 400 is arranged on the inner side of support 100, attachment strap 400 usually can be with the support 100 on operating platform 10
It is perpendicular, provide for operation construction and can place the platform of article, therefore the attachment strap 400 could be arranged to can with support 100
Junction be axle rotation, such as on attachment strap 400 and support 100 on link position on set pin-jointed structure 410, for example exist
Hinged arm is set on support 100, the groove matched with hinged arm is set on attachment strap 400.Also, also connect on attachment strap 400 and support 100
Connector is connected to, the connector can make attachment strap 400 and support 100 keep plumbness, it is preferred that connector and attachment strap 400
Or the connector can be removed or packed up to the connection between support 100 when not in use, so that attachment strap to be flexibly connected
400 pack up.It is further preferred that connector to be set to the tightrope of predetermined length, between attachment strap 400 and connector 200
First connection ring 430 is set on support 100, second connection ring 430 is set on the top of attachment strap 400, tightrope is connected to the first company
Connect in the connection ring 430 of ring 430 and second, by tightrope, the first connection ring 430 and the second connection ring 430 by attachment strap 400 and support
100 form the structure of similar suspension bridge, when in use directly by 400 squares of attachment strap so that it is vertical with support 100, and without using
When, tightrope is packed up, attachment strap 400 is folded with support 100.
A preferred scheme, as shown in Figures 1 to 3, the steel truss beam bolt provided in the embodiment of the utility model one are provided
Applying stubborn operating platform 10 also includes other auxiliary facilities, is set on the precalculated position in the inner side of connecting bracket 100 and the outside of support 100
Guidance tape 600 was put, the precalculated position can be the cross bar for connecting vertical pole 110, or open up carrying passageway on vertical pole 110 in addition
The part of plate, to form at least one layer of passageway 610.And connecting rod parallel above and below some is set at least one end in passageway 610
500, to form the ladder access in connection levels passageway, for operating personnel on operating platform 10 above and below, the ladder access can set many
The form of kind, person skilled understand that, will not be described here.It is further preferred that guardrail 700 is set in the outside of support 100,
Or set guardrail 700 to be further ensured that flat in operation as guardrail 700 some cross bars for forming the outside of support 100
The safety of operating personnel on platform 10, prevents from falling.With reference to above-mentioned scheme, it can obtain for example in the inner side of support 100 and branch
Two layers was equipped between the outside of frame 100 and crosses guidance tape 600, and every layer is crossed the laying of guidance tape 600 and forms passageway 610, and crossed guidance tape two layers
Levels connection is carried out with the ladder access of the one end of passageway 610 between 600, guardrail 700 is provided with the both sides of passageway 600, is consequently formed and sets
Apply complete steel truss beam bolt and apply stubborn operating platform 10.
Although having been illustrated with some exemplary embodiments of the present utility model above, those skilled in the art will
Understand, in the case where not departing from principle of the present utility model or spirit, these exemplary embodiments can be made a change, this
The scope of utility model is limited by claim and its equivalent.
Claims (14)
1. a kind of steel truss beam bolt applies stubborn operating platform, it is characterised in that it includes the support docked in opposite directions for a pair and will be described
A pair of brackets connects integral connector；Each support includes some vertical poles for constituting the rack body structure and set
Put the annex between the vertical pole；Define the support be used for dock side on the inside of support, with support inner side phase
To opposite side be stent outer, the annex includes the jacking for being arranged on the predetermined quantity of top half on the inside of the support.
2. steel truss beam bolt according to claim 1 applies stubborn operating platform, it is characterised in that the steel truss beam bolt applies stubborn
Operating platform also includes attachment strap, and the attachment strap is arranged on the inner side of the support, and can be with the junction with the support
Rotated for axle, the connection for making the attachment strap keep plumbness with the support is also associated with the attachment strap and the support
Part, the connector is flexibly connected with the attachment strap or the support.
3. steel truss beam bolt according to claim 2 applies stubborn operating platform, it is characterised in that the connector is pre- fixed length
The first connection ring is set on the tightrope of degree, the support between the attachment strap and the connector, on the top of the attachment strap
End sets the second connection ring, and the connector is connected in first connection ring and second connection ring.
4. steel truss beam bolt according to claim 1 applies stubborn operating platform, it is characterised in that each support is at least wrapped
Four vertical poles being parallel to each other are included, belong to the adjacent two piece vertical pole of same side by some cross bars vertical with the vertical pole
Connection, stubborn operating platform is applied with the steel truss beam bolt for forming cuboid.
5. steel truss beam bolt according to claim 1 applies stubborn operating platform, it is characterised in that the jacking is fixedly installed on
On the vertical pole on the inside of the support, and it is prominent to another support docked in opposite directions.
6. steel truss beam bolt according to claim 5 applies stubborn operating platform, it is characterised in that each jacking and institute
The jacking stated on another support is corresponded.
7. steel truss beam bolt according to claim 6 applies stubborn operating platform, it is characterised in that described one-to-one two
Jacking is coaxially laid.
8. steel truss beam bolt according to claim 1 applies stubborn operating platform, it is characterised in that set on the body of the jacking
There is screw thread, the screwed hole matched with the screw thread is set on the bracket, rotation is fixed with the tail end of the jacking
Mechanism.
9. steel truss beam bolt according to claim 8 applies stubborn operating platform, it is characterised in that the rotating mechanism is predetermined
The runner of diameter.
10. steel truss beam bolt according to claim 1 applies stubborn operating platform, it is characterised in that the connector includes one
To anchor ear and the connecting rod of the pair of anchor ear of connection, the pair of anchor ear is connected on the pair of support.
11. steel truss beam bolt according to claim 10 applies stubborn operating platform, it is characterised in that the anchor ear is connected to often
On the vertical pole of the inner side of the individual support.
12. steel truss beam bolt according to claim 4 applies stubborn operating platform, it is characterised in that connecting in the support
Guidance tape was set on side and the precalculated position of stent outer, to form at least one layer of passageway.
13. steel truss beam bolt according to claim 12 applies stubborn operating platform, it is characterised in that in the passageway at least
One end sets connecting rod parallel above and below some, to form the ladder access in connection levels passageway.
14. steel truss beam bolt according to claim 12 applies stubborn operating platform, it is characterised in that constituting outside the support
Side is provided with guardrail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621493251.9U CN206512607U (en) | 2016-12-30 | 2016-12-30 | Steel truss beam bolt applies stubborn operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621493251.9U CN206512607U (en) | 2016-12-30 | 2016-12-30 | Steel truss beam bolt applies stubborn operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206512607U true CN206512607U (en) | 2017-09-22 |
Family
ID=59865220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621493251.9U Active CN206512607U (en) | 2016-12-30 | 2016-12-30 | Steel truss beam bolt applies stubborn operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206512607U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758843A (en) * | 2016-12-30 | 2017-05-31 | 中交路桥华南工程有限公司 | Steel truss beam bolt applies stubborn operating platform |
| CN109706841A (en) * | 2019-01-08 | 2019-05-03 | 广西路桥工程集团有限公司 | A kind of movable hanging basket and its construction method facilitating high-strength bolt construction |
| CN111900673A (en) * | 2020-06-19 | 2020-11-06 | 中国人民解放军91001部队 | Multifunctional submarine cable connecting workbench |
-
2016
- 2016-12-30 CN CN201621493251.9U patent/CN206512607U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758843A (en) * | 2016-12-30 | 2017-05-31 | 中交路桥华南工程有限公司 | Steel truss beam bolt applies stubborn operating platform |
| CN109706841A (en) * | 2019-01-08 | 2019-05-03 | 广西路桥工程集团有限公司 | A kind of movable hanging basket and its construction method facilitating high-strength bolt construction |
| CN109706841B (en) * | 2019-01-08 | 2020-09-18 | 广西路桥工程集团有限公司 | Construction method of movable hanging basket convenient for high-strength bolt construction |
| CN111900673A (en) * | 2020-06-19 | 2020-11-06 | 中国人民解放军91001部队 | Multifunctional submarine cable connecting workbench |
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