CN208415102U - A kind of anchor structure of multispan arcading bridge section tie-rod rope - Google Patents
A kind of anchor structure of multispan arcading bridge section tie-rod rope Download PDFInfo
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- CN208415102U CN208415102U CN201820928958.0U CN201820928958U CN208415102U CN 208415102 U CN208415102 U CN 208415102U CN 201820928958 U CN201820928958 U CN 201820928958U CN 208415102 U CN208415102 U CN 208415102U
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- anchor
- tie
- plate
- rope
- shear
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- 239000003351 stiffener Substances 0.000 claims abstract description 23
- 208000002925 dental caries Diseases 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- 238000012423 maintenance Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000004873 anchoring Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000006641 stabilisation Effects 0.000 description 3
- 238000011105 stabilization Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model belongs to technical field of bridge construction, specially a kind of anchor structure of multispan arcading bridge section tie-rod rope.The anchor case to be formed and anchor plate and tie-rod rope are combined including end plate, biography shear and stiffener, there are two anchor casees, is respectively arranged on the outside of the stringer case side plate across arch both sides, and tie-rod rope both ends are the same as two anchor casees connections；It is horizontal positioned and parallel to each other to pass shear, and is vertically installed on the outside of stringer case side plate, is fixedly connected；End plate, which is set to, passes the outer one end of shear, is equipped with rope hole；Stiffener is placed and parallel to each other vertically, and the biography shear adjacent with upper and lower two panels is fixedly connected；Tie-rod rope one end passes through the Suo Konghou of anchor case, and with a nut check, nut end face stress is against on anchor plate.The utility model structure is simple, external anchor case and tie-rod rope, meets the arrangement space demand of multispan multiple-arch bridge main span segment tie-rod rope, is convenient for construction and maintenance, and when tie-rod rope installs simultaneously tensioning, straining device is limited less by structure space, is easily installed and is dismantled.
Description
Technical field
The utility model belongs to technical field of bridge construction, and in particular to a kind of anchoring of multispan arcading bridge section tie-rod rope
Structure.
Background technique
Arch bridge can generate horizontal thrust under the action of vertical load, need to offset this level using horizontal rope and push away
Power can just make infrastructure bear lesser horizontal force, it is ensured that basic stress is safe and reliable in this way.
General arch bridge pontic is equipped with stringer, and stringer refers to being in same plane with arch rib in superstructure, along bridge
Beam longitudinally disposed and that bridge deck is collectively formed with crossbeam, floorings.Stringer case refers to stringer top plate and bottom plate and left and right web
Cabinet made of (plate of side) encloses, as shown in Figure 3.
For single span arch bridge, generally horizontal rope is arranged in the case of stringer, on the one hand can improve the use environment of rope, separately
Traditional steel anchor box can be used in one side rope anchoring structure.And it is arranged so the requirement for being generally also able to satisfy horizontal cable stretching, because
It is generally dividing strip for the bridge floor region where arch rib, can not arrange girder in access bridge side.
But for Multi-arch bridge, in order to offset horizontal thrust of the intermediate arches across generation, generally require corresponding across interior cloth
Set segment tie-rod rope, at this moment, if will tie-rod rope be arranged in steel case stringer, on the one hand, due to having been arranged in stringer case
Elongated rope (elongated rope is the long rope drawn from whole bridge one end to the other end that Multi-arch bridge was equipped with originally), increases arrangement segment rope meeting
Keep space in case crowded；On the other hand, in the case, tension operation is also very inconvenient for segment rope arrangement.This is because steel case stringer
It is continuously that the disengaging of straining device needs in addition to punch, narrow space in case, mobile, tension operation inconvenience.And segment rope
Tensioning after main structure is built up and using the maintenance stage it is still in need, and at this moment in order to horizontal cable stretching utensil disengaging need
It to punch to existing structure, structure is had damage.The operations such as the tensioning to segment rope may touch, damage elongated rope.
Summary of the invention
The purpose of this utility model is to provide a kind of operation is convenient, multispan arcading bridge section tie-rod rope easy to maintain
Anchor structure.
The anchor structure of multispan arcading bridge section tie-rod rope provided by the utility model is set to stringer case side plate (abdomen
Plate) outside comprising end plate 1 passes shear 2, stiffener 3, anchor plate 4 and tie-rod rope 5；
The end plate 1, biography shear 2 and the combination of stiffener 3 form anchor case 8, and there are two anchor casees 8, is respectively arranged at across arch two
Side, tie-rod rope 5 is horizontally disposed, and both ends are connected with two anchor casees 8 respectively；Wherein:
The biography shear 2 is rectangular slab, if there is dry plate, is horizontally arranged and parallel to each other, and be vertically installed in stringer case side
On the outside of plate, it is fixedly connected；
It is (opposite with 5 extending direction of tie-rod rope i.e. towards arch outside direction that the end plate 1 is set to biography outer one end of shear 2
One end), it is fixedly connected both perpendicular to biography shear 2 and stringer case side plate, 1 simultaneous interpretation shear 2 of end plate；The end plate 1 is equipped with rope
Hole；
The anchor plate 4 is set to 1 lateral funiculus hole site of end plate, corresponding on anchor plate 4 to be equipped with and rope hole is in the same size
Perforation；Anchor plate 4 is fixedly connected with end plate 1；
The stiffener 3 is rectangular slab, if there is dry plate, places and parallel to each other vertically, is respectively perpendicular and is set to biography shear 2
Between, the biography shear 2 adjacent with upper and lower two panels is fixedly connected；Wherein:
Upper and lower two panels passes shear 2 and left and right two panels stiffener 3 forms several cuboid cavitys, wherein having for tie-rod
The cuboid cavity that rope 5 passes through, the cuboid cavity face the rope hole of end plate 1；
5 both ends of tie-rod rope are equipped with anchor head, and one end of tie-rod rope 5 passes through the Suo Konghou of the end plate 1 of an anchor case 8, uses
The locking of one nut 6,6 end face stress of nut are against on anchor plate 4.
In the utility model, on the inside of stringer case side plate (web), the corresponding position for passing shear 2 is additionally provided with several auxiliary
Stiffener 7；It is horizontal positioned and parallel to each other to assist stiffener 7, and is vertically installed in stringer case side plate interior sides, is fixedly connected.It is auxiliary
Helping stiffener 7 is the stabilization for further strengthening stringer case side plate, and balance passes shear 2 and bends effect to the song of stringer case side plate.
In the utility model, described is fixedly connected as welding.
In the utility model, shear is passed with stiffener and forms several cuboid cavitys being connected, additional end plate sealing-in exists
The one end of cuboid cavity forms a firm structure framework, as anchor case；Passing shear is that the anchor force of tie-rod rope is passed
The side plate of stringer is passed, each biography shear is fixed together by stiffener；It interacts, plays further strengthening biography and cut
The stabilization of plate；Anchor case is set on the outside of stringer case side plate, and two anchor casees are respectively arranged at main span arch both sides, 5 both ends of tie-rod rope point
Not with the end plate connection of two anchor casees, the horizontal thrust that the span of arch generates is born.
The utility model structure is simple, external anchor case and tie-rod rope, can meet multispan multiple-arch bridge main span segment tie-rod rope
Arrangement space demand is convenient for construction and maintenance, and when tie-rod rope installs simultaneously tensioning, straining device is limited less by structure space, is convenient for
Installation and removal.
Detailed description of the invention
Fig. 1 is embodiment front view structure schematic diagram.
Fig. 2 is the right view structure diagram of embodiment.
Fig. 3 is the axial arrangement schematic diagram of arch bridge, shows anchor case the location of in arch bridge.
Figure label: 1 is end plate, and 2 is pass shear, and 3 be stiffener, and 4 be anchor plate, and 5 be tie-rod rope, and 6 be nut, and 7 are
Stiffener is assisted, 8 be anchor case.
Specific embodiment
In the utility model, the biography shear 2 is rectangular steel plates, there is three pieces, is horizontally arranged and parallel to each other, and vertical welding
It is connected on the outside of stringer case side plate；
The end plate 1 is steel plate, is set to and passes the outer one end of shear 2 (i.e. towards arch outside direction, with 5 side of extension of tie-rod rope
To opposite one end), both perpendicular to shear 2 and stringer case side plate is passed, 1 simultaneous interpretation shear 2 of end plate is welded；It is set on the end plate 1
There are two rope holes；
There are two the anchor plates 4, one, each anchor case, is set to 1 lateral funiculus hole site of end plate, corresponds on anchor plate 4
Be equipped with and the perforation of the same size of rope hole；Anchor plate 4 is fixedly connected with end plate 1；
The stiffener 3 is rectangular steel plates, vertical to place and parallel to each other if there is dry plate, is respectively perpendicular and is set to biography and cuts
Between plate 2, the biography shear 2 adjacent with upper and lower two panels is welded；Two cuboid cavitys are formed, are worn respectively for two root system bar ropes 5
It crosses, each cuboid cavity faces a rope hole of end plate 1；
The tie-rod rope 5 has two, and every both ends are equipped with anchor head, and one end of tie-rod rope 5 passes through the end plate of an anchor case 8
1 Suo Konghou is locked after tensioning equipment tensioning with nut 6, and 6 end face stress of nut is against on anchor plate 4.
On the inside of stringer case side plate (web), the corresponding position for passing shear 2 is additionally provided with several auxiliary stiffeners 7；Auxiliary adds
Strength plate 7 is horizontal positioned and parallel to each other, and is vertically installed in stringer case side plate interior sides, is fixedly connected.Assisting stiffener 7 is into one
Step reinforces the stabilization of stringer case side plate, and balance passes shear 2 and bends effect to the song of stringer case side plate.
Top and bottom of the biography shear 2 of top and bottom end as anchor case 8, outermost stiffener 3 as anchor case 8 one
A side, the back side of the end plate 1 as anchor case 8, such as same semi-enclosed box of anchor case 8 cover in the outside of 5 end of tie-rod rope, are
5 both ends of tie-rod rope provide the support of drawing tension, to bear the horizontal thrust of span of arch generation.
The utility model structure is simple, be suitable for Multi-arch bridge, for intermediate arches across segment rope anchoring structure is provided；It is external
Anchor case and tie-rod rope, are not take up space in stringer case, can meet the arrangement requirement of tie-rod rope, and convenient for construction and maintenance, can be with
Meet the construction stage, using the tensioning space requirement in maintenance stage, personnel, utensil do not need to enter the tensioning that tie-rod is carried out in case
Operation.When the installation of tie-rod rope and tensioning, stretch-draw jack vulnerable to the space limitation of beam body construction, is not easily installed and dismantles.It can
Meet more root system bar ropes and carry out concentration anchoring using anchor case, delivers load to web by shear is passed, Path of Force Transfer is clear.
Claims (3)
1. a kind of anchor structure of multispan arcading bridge section tie-rod rope, which is characterized in that it is set on the outside of stringer case side plate, including
End plate (1) passes shear (2), stiffener (3), anchor plate (4) and tie-rod rope (5)；
The end plate (1), biography shear (2) and stiffener (3) combination are formed anchor case (8), and there are two anchor casees (8), is respectively arranged at
Across arch both sides, tie-rod rope (5) is horizontally disposed, and both ends are respectively the same as two anchor case (8) connections；Wherein:
The biography shear (2) is rectangular slab, if there is dry plate, is horizontally arranged and parallel to each other, and be vertically installed in stringer case side plate
Outside is fixedly connected；
The end plate (1), which is set to, passes shear (2) outer one end, both perpendicular to biography shear (2) and stringer case side plate, end plate
(1) simultaneous interpretation shear (2) is fixedly connected；The end plate (1) is equipped with rope hole；
The anchor plate (4) is set to end plate (1) lateral funiculus hole site, corresponding on anchor plate (4) to be equipped with and rope hole size one
The perforation of cause；Anchor plate (4) is fixedly connected with end plate (1)；
The stiffener (3) is rectangular slab, if there is dry plate, places and parallel to each other vertically, is respectively perpendicular and is set to biography shear (2)
Between, the biography shear (2) adjacent with upper and lower two panels is fixedly connected；Wherein:
Upper and lower two panels passes shear (2) and left and right two panels stiffener (3) forms several cuboid cavitys, wherein having for tie-rod
The cuboid cavity that rope (5) passes through, the cuboid cavity face the rope hole of end plate (1)；
Tie-rod rope (5) both ends are equipped with anchor head, and one end of tie-rod rope (5) passes through the rope hole of the end plate (1) of an anchor case (8)
Afterwards, it is locked with a nut (6), nut (6) end face stress is against on anchor plate (4).
2. the anchor structure of multispan arcading bridge section tie-rod rope as described in claim 1, which is characterized in that in stringer case side plate
Inside, the corresponding position for passing shear (2), is additionally provided with several auxiliary stiffeners (7)；Assist stiffener (7) horizontal positioned and mutual
In parallel, and stringer case side plate interior sides are vertically installed in, be fixedly connected.
3. the anchor structure of multispan arcading bridge section tie-rod rope as claimed in claim 1 or 2, which is characterized in that described consolidates
Surely it is connected as welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820928958.0U CN208415102U (en) | 2018-06-15 | 2018-06-15 | A kind of anchor structure of multispan arcading bridge section tie-rod rope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820928958.0U CN208415102U (en) | 2018-06-15 | 2018-06-15 | A kind of anchor structure of multispan arcading bridge section tie-rod rope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208415102U true CN208415102U (en) | 2019-01-22 |
Family
ID=65108212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820928958.0U Expired - Fee Related CN208415102U (en) | 2018-06-15 | 2018-06-15 | A kind of anchor structure of multispan arcading bridge section tie-rod rope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208415102U (en) |
-
2018
- 2018-06-15 CN CN201820928958.0U patent/CN208415102U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190122 |
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| CF01 | Termination of patent right due to non-payment of annual fee |