CN207210977U - A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device - Google Patents
A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device Download PDFInfo
- Publication number
- CN207210977U CN207210977U CN201721168465.3U CN201721168465U CN207210977U CN 207210977 U CN207210977 U CN 207210977U CN 201721168465 U CN201721168465 U CN 201721168465U CN 207210977 U CN207210977 U CN 207210977U
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- China
- Prior art keywords
- anchor ear
- installing plate
- arch bridge
- plate
- fixation
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Abstract
The utility model discloses a kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device.It includes anchor ear and leveling steel case,Anchor ear is by the relative circular anchor ears being formed by connecting of semicircular anchor ear A and semicircular anchor ear B,Anchor ear A and anchor ear B both sides of the edge are welded with the connecting plate with bolt hole,Leveling steel case includes superposed horizontally disposed installing plate I,Vertical interval is fixedly installed on multiple installing plates II of the bottom of installing plate I,It is fixedly connected on installing plate I,Polylith installing plate III between installing plate II,The top of installing plate II is plane,The bottom of installing plate II is the arcuate structure that can be matched with the arch rib outer surface of bowstring arch bridge,The height of installing plate II is sequentially reduced,The arc top line of the arcuate structure of the bottom of installing plate II is consistent with the angle of inclination of the arch rib of bowstring arch bridge,The arcuate structure of the bottom of installing plate II is fastened on the top of one of semicircle anchor ear of anchor ear and welded together with it.
Description
Technical field
A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device are the utility model is related to, is mainly used in bowstring arch bridge
During suspender replacement fixed and leveling platform is provided for the installation of upper joist.
Background technology
From last century the nineties, bowstring arch bridge is developed rapidly in China, particularly steel pipe bowstring arch bridge, still
Because the bridge type is started late in China, development is very fast, and does not cause enough attention to suspender replacement in Bridge Design.With making
With the increase of the time limit, constantly there is the appearance of suspension rod disrepair phenomenon at present, to ensure being continuing with for arch bridge suspender, to these old bridges
Suspension rod is changed extremely urgent.Currently used suspender replacement method is to be entered using interim pocket crane system instead of existing suspension rod
Row is changed.The connection of entablature and arch rib is general by the way of the direct jig on arch rib in interim pocket crane system, applies
Platform is cut and disassembled again after the completion of work, pattern of the which because using welding, existing steel pipe damaged, and high-altitude
Job execution difficulty is larger, and control accuracy is difficult to ensure that.
Utility model content
For the above-mentioned problems in the prior art, the utility model provides a kind of simple in construction, easy for construction, energy
Fixation, the levelling device of the Change of Hanger Rods of Tied Arch Bridge of leveling are fixed to platform.
The utility model is achieved by the following technical solution：A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, adjust
Leveling device, it is characterized in that：Including anchor ear and leveling steel case, the anchor ear is by semicircular anchor ear A and semicircular anchor ear B phases
To the circular anchor ear being formed by connecting, the both sides of the edge of the anchor ear A and anchor ear B are welded with the connecting plate with bolt hole, institute
Stating anchor ear A and anchor ear B and being bolted includes superposed horizontally disposed peace for circular anchor ear, the leveling steel case
Loading board I, vertical interval are fixedly installed on multiple installing plates II of the bottom of installing plate I, are fixedly connected on installing plate I, installation
Polylith installing plate III between plate II, the top of the installing plate II is plane, and the bottom of the installing plate II is can be with tie-rod
The arcuate structure that the arch rib outer surface of arch bridge matches, the height of the installing plate II are sequentially reduced, the bottom of installing plate II
Arcuate structure arc top line it is consistent with the angle of inclination of the arch rib of bowstring arch bridge, the arcuate structure of the bottom of installing plate II
It is fastened on the top of one of semicircle anchor ear of the anchor ear and welds together with it.
The utility model is in use, anchor ear is mounted by means of bolts on the arch rib of bowstring arch bridge, leveling steel case position
In the top of arch rib, now the installing plate I of leveling steel case is horizontal, and can be carried out on the top of installing plate I of leveling steel case
Transverse beams Shang interim pocket crane system are installed.
Further, it is the bonding strength that ensures leveling steel case and anchor ear, the bottom of the installing plate III is and tied arch
The consistent inclined-plane in the angle of inclination of the arch rib of bridge.
Further, to ensure the bonding strength of anchor ear, the connecting plate bottom is fixedly connected with some pieces of ribs.
The utility model is simple in construction, and constructing operation is convenient, using the form of anchor ear combination leveling steel case, not by arch rib hole
Footpath influences, and after initial survey positioning, can directly process in place, directly be fixed using bolt during use, have positioning
Simply, accurately, it is easy to adjust, it is convenient to assemble and disassemble the characteristics of, and do not destroy existing structure.The utility model encircles particularly with extra heavy pipe footpath
Rib, have and firmly install, precision is high, the advantages of being greatly improved security.The utility model can factorial praluction, it is possible to increase
Efficiency of construction.
Brief description of the drawings
Fig. 1 is the elevational schematic view of the interim pocket crane system in the utility model embodiment；
Fig. 2 is the cross-sectional schematic diagrames of Fig. 1；
Fig. 3 is scheme of installation of the present utility model；
Fig. 4 is the schematic front view of the leveling steel case in the utility model；
Fig. 5 is the front view of the installing plate I of leveling steel case in the utility model；
Fig. 6 is Fig. 5 side view；
Fig. 7 is the front view of the installing plate II of leveling steel case in the utility model；
Fig. 8 is Fig. 7 side view；
Fig. 9 is the front view of the installing plate III of leveling steel case in the utility model；
Figure 10 is the front view of anchor ear in the utility model；
Figure 11 is the front view of anchor ear A in Figure 10；
Figure 12 is Figure 11 top view；
Figure 13 is the A portions enlarged diagram in Figure 11；
In figure, 1, JL screw-thread steels, 2, existing suspension rod, 3, jack, 4, steel strand wires, 5, anchor ear, 6, leveling steel case, 61, peace
Loading board I, 62, installing plate II, 63, installing plate III, 7, entablature, 8, moveable anchor match somebody with somebody tool clamping piece and locking device, 9, arch rib,
10th, conversion beam, 11, lower joist, 12, anchor ear A, 13, anchor ear B, 14, connecting plate, 15, ribs.
Embodiment
The utility model is further described by way of example and in conjunction with the accompanying drawings：
As shown in drawings, a kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device, it includes anchor ear 5 and leveling steel
Case 6, the anchor ear 5 is the circular anchor ear being formed by connecting relatively by semicircular anchor ear A12 and semicircular anchor ear B13, described
Anchor ear A12 and anchor ear B13 both sides of the edge are welded with the connecting plate 14 with bolt hole, are fixedly connected in the bottom of connecting plate 14
There are some pieces of ribs 15.The anchor ear A12 and anchor ear B13 can be bolted as circular anchor ear.The leveling steel case 6 wraps
Include superposed horizontally disposed installing plate I 61, vertical interval is fixedly installed on multiple installations of the bottom of installing plate I 61
Plate II 62, the polylith installing plate III 63 being fixedly connected between installing plate I 61, installing plate II 62, wherein, installing plate I 61 is flat
Harden structure, the top of the installing plate II 62 is plane, and the bottom of installing plate II 62 is can be with the arch rib outer surface of bowstring arch bridge
The arcuate structure to match, installing plate II 62 have polylith, and the height of these installing plates II 62 is sequentially reduced, and installing plate II 62
The arc top line of the arcuate structure of bottom is consistent with the angle of inclination of the arch rib of bowstring arch bridge, the arc of these bottoms of installing plate II 62
Shape structure is fastened on the top of one of semicircle anchor ear of anchor ear 5 and welded together with it.The installing plate III 63
Bottom be the inclined-plane consistent with the angle of inclination of the arch rib of bowstring arch bridge, the inclined-plane is together with the surface soldered of anchor ear 5.
The utility model determines the height of leveling steel case 6, is then processed in the venue in use, first measurement and positioning
Shaping.Directly anchor ear is mounted by means of bolts on the arch rib 9 of bowstring arch bridge during use, leveling steel case 6 is located at arch rib 9
Top, now the installing plate I 61 of leveling steel case 6 be horizontal, can be pacified on the top of installing plate I 61 of leveling steel case 6
Fill Transverse beams Shang interim pocket crane system.After the completion of use, anchor ear and leveling steel case are removed.
The utility model is simple in construction, and constructing operation is convenient, can directly be processed in place, has positioning simple, accurate, adjusts
Perfect square is just, convenient to assemble and disassemble, safe, can improve the characteristics of efficiency of construction, and does not destroy existing structure.The utility model
Can factorial praluction, efficiency of construction can be improved.
Other parts in the present embodiment are prior art, be will not be repeated here.
Claims (3)
1. a kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device, it is characterized in that：Including anchor ear (5) and leveling steel case
(6), the anchor ear (5) is embraced by the relative circle being formed by connecting of semicircular anchor ear A (12) and semicircular anchor ear B (13)
Hoop, the anchor ear A (12) and anchor ear B (13) both sides of the edge are welded with the connecting plate (14) with bolt hole, the anchor ear A
(12) it can be bolted and be horizontally disposed with for circular anchor ear, the leveling steel case (6) including superposed with anchor ear B (13)
Installing plate I (61), vertical interval is fixedly installed on multiple installing plates II (62) of described (61) bottom of installing plate I, fixed connects
The polylith installing plate III (63) being connected between installing plate I (61), installing plate II (62), the top of the installing plate II (62) is flat
Face, the bottom of the installing plate II (62) are the arcuate structure that can be matched with the arch rib outer surface of bowstring arch bridge, the installation
The height of plate II (62) is sequentially reduced, the arc top line of arcuate structure and the arch of bowstring arch bridge of described (62) bottom of installing plate II
The angle of inclination of rib is consistent, the arcuate structure of described (62) bottom of installing plate II be fastened on the anchor ear (5) one of them half
The top of circular anchor ear simultaneously welds together with it.
2. the fixation of Change of Hanger Rods of Tied Arch Bridge according to claim 1, levelling device, it is characterized in that：The installation
The bottom of plate III (63) is the inclined-plane consistent with the angle of inclination of the arch rib of bowstring arch bridge.
3. the fixation of Change of Hanger Rods of Tied Arch Bridge according to claim 1, levelling device, it is characterized in that：The connection
Plate (14) bottom is fixedly connected with some pieces of ribs (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721168465.3U CN207210977U (en) | 2017-09-13 | 2017-09-13 | A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721168465.3U CN207210977U (en) | 2017-09-13 | 2017-09-13 | A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207210977U true CN207210977U (en) | 2018-04-10 |
Family
ID=61824466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721168465.3U Expired - Fee Related CN207210977U (en) | 2017-09-13 | 2017-09-13 | A kind of fixation of Change of Hanger Rods of Tied Arch Bridge, levelling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207210977U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677727A (en) * | 2018-06-08 | 2018-10-19 | 中铁十八局集团第二工程有限公司 | The installation method of the box-shaped rods buttcover plate of steel construction arch bridge |
| CN110158488A (en) * | 2019-05-24 | 2019-08-23 | 中铁十局集团第一工程有限公司 | A kind of soft interim pocket device for hoisting of suspender replacement and construction method |
-
2017
- 2017-09-13 CN CN201721168465.3U patent/CN207210977U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677727A (en) * | 2018-06-08 | 2018-10-19 | 中铁十八局集团第二工程有限公司 | The installation method of the box-shaped rods buttcover plate of steel construction arch bridge |
| CN110158488A (en) * | 2019-05-24 | 2019-08-23 | 中铁十局集团第一工程有限公司 | A kind of soft interim pocket device for hoisting of suspender replacement and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180410 Termination date: 20210913 |