CN206157578U - Novel reinforcing pull rod anchor system - Google Patents
Novel reinforcing pull rod anchor system Download PDFInfo
- Publication number
- CN206157578U CN206157578U CN201620982914.7U CN201620982914U CN206157578U CN 206157578 U CN206157578 U CN 206157578U CN 201620982914 U CN201620982914 U CN 201620982914U CN 206157578 U CN206157578 U CN 206157578U
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- CN
- China
- Prior art keywords
- pull rod
- reinforcing pull
- anchor system
- novel steel
- draw
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 70
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 239000011248 coating agent Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- 230000008878 coupling Effects 0.000 claims description 5
- 238000010168 coupling process Methods 0.000 claims description 5
- 238000005859 coupling reaction Methods 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 4
- 230000007797 corrosion Effects 0.000 claims description 4
- 238000005260 corrosion Methods 0.000 claims description 4
- 238000005246 galvanizing Methods 0.000 claims description 3
- 230000002401 inhibitory effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 5
- 239000000725 suspension Substances 0.000 description 7
- 239000008267 milk Substances 0.000 description 4
- 210000004080 milk Anatomy 0.000 description 4
- 235000013336 milk Nutrition 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000007480 spreading Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a novel reinforcing pull rod anchor system, including the reinforcing pull rod, steel draw -bar box draws together anchor end and holds with stretch -draw the stretch -draw end of reinforcing pull rod is provided with the connector flat board, the connector flat board with be connected the pull rod system and link to each other the stretch -draw of reinforcing pull rod is held and is provided with first angle adjusting device the anchor end of reinforcing pull rod holds with stretch -draw and all is provided with the screw thread the anchor end of reinforcing pull rod is provided with second angle adjusting device. The utility model provides a pair of novel reinforcing pull rod anchor system, structural design is simple reasonable, and the strand of atress unit is small in quantity, can carry out pretension stretch -draw to the single bar body, the even atress of entire system, the installation is simple, swift, has reduced the number of times of on -the -spot stretch -draw, and under the atress condition, the elongation is little, conveniently controls the atress, multiple preserved handle mode, the easy restoration, each part is all removable, each some rigid connection, safe and reliable.
Description
Technical field
The utility model is related to bridge construction accessory technical field, and in particular to a kind of Novel steel rod anchor system.
Background technology
Analysis of Suspension Bridges ' Anchorage anchor system is the lifeline engineering of suspension bridge.Its design, construction quality are determined to a great extent
Determined the safety of bridge with it is durable.The anchorage anchor system of suspension bridge is one of main bearing carrier of bridge, and main push-towing rope passes through anchor
Gu system is diffused into tension uniform in anchor body, then passes in earth anchoring system, to meet the requirement of structure entirety stress.
The anchorage anchor system of domestic super large span suspension bridge in the past is most of to be twisted using anchorage connector Prestressing steel
The structure of line constitutes the anchoring of main rope of suspension bridge, i.e., by anchorage connector, one end is connected with main cable strand, other end connection steel
Twisted wire finished product rope, in being then embedded in concrete ground based structures.This traditional structure be multi beam steel wire bundle, discontinuity；Number
Measure many tensioning intricate operations；Compacting or the connection of intermediate plate anchor are taken in steel strand wires termination, and it in use can be to the gripping section of steel strand wires
Surface anticorrosion coating has damage, so as to cause gripping section corrosion more problems, affects overall structure stress.Meanwhile, in compacting
During can reduce the stress of steel strand wires.Compacting steel strand wires are present takes out de- hidden danger.Steel tendon surface anticorrosion in use
Layer is easily damaged, is not easily repaired.In view of a variety of drawbacks, need to study a kind of new suspension bridge anchoring reinforcing pull rod structure to optimize anchor
Gu system architecture.
Utility model content
To solve above-mentioned technical problem present in prior art, the utility model provides a kind of reasonable in design, structure
The Novel steel rod anchor system being simply applied in the anchorage anchor system of large-span suspension bridge.
For effectively solving above technical problem, the utility model is achieved through the following technical solutions：
A kind of Novel steel rod anchor system, including reinforcing pull rod, the reinforcing pull rod includes anchored end and stretching end, described
The stretching end of reinforcing pull rod is provided with connector flat board, and the connector flat board is connected with cylinder lever connecting rod system, in the reinforcing pull rod
Stretching end be provided with first angle adjusting means, screw thread is provided with anchored end and the stretching end of the reinforcing pull rod, in institute
The anchored end for stating reinforcing pull rod is provided with second angle adjusting means.
Further, the first angle adjusting means includes being arranged on reinforcing pull rod with the second angle adjusting means
On spherical backing plate and nut.
Further, the first billet is additionally provided with the reinforcing pull rod, in first billet and the connection
Between device flat board, support cartridge module is provided with.
Further, the first tarpaulin is provided with the connector flat board, first tarpaulin be located in described
Reinforcing pull rod stretching end, in the anchored end of the reinforcing pull rod the second billet is additionally provided with, and is connected on second billet and is set
The second tarpaulin is put, the tarpaulin be located in the reinforcing pull rod anchored end.
Further, in the anchored end of the reinforcing pull rod, it is additionally provided with nut pressing device.
Further, the reinforcing pull rod surface is provided with galvanizing coating or corrosion-inhibiting coating.
Further, the reinforcing pull rod includes two sections or multistage, is connected by coupling device for stopping rotation.
Further, the coupling device for stopping rotation includes rotation stop connector and rotation stop nut.
Further, it is additionally provided with spiral bar on the reinforcing pull rod.
Further, the spiral bar is two sections.
The beneficial effects of the utility model are：
A kind of Novel steel rod anchor system that the utility model is provided, structure design advantages of simple, the rope of stress unit
Number of share of stock amount is few, and pretension tensioning can be carried out to the single body of rod, and whole system uniform stressed installs simple, quick, reduces scene
The number of times of drawing, under stressing conditions, elongation is little, and convenient control stress, various preservative treatment modes are easily repaired, and each part is equal
Replaceable, each several part is rigidly connected, safe and reliable.
Description of the drawings
Fig. 1 is a kind of Novel steel rod anchor system structure diagram of the utility model.
Wherein：1- cylinder lever connecting rod systems；The tarpaulins of 2- first；The nuts of 3- first；The spherical backing plates of 4- first；5- connectors are put down
Plate；6- supports cartridge module；The billets of 7- first；The spiral bars of 8- first；The reinforcing pull rods of 9- first；10- rotation stop nuts；11- rotation stops connect
Connect device；The reinforcing pull rods of 12- second；The billets of 13- second；The spherical backing plates of 14- second；15- fixes end nut；16- nuts compress dress
Put；The tarpaulins of 17- second.
Specific embodiment
The utility model and its effect are further elaborated below in conjunction with drawings and Examples.
As shown in figure 1, the utility model discloses a kind of Novel steel rod anchor system, including reinforcing pull rod, reinforcing pull rod is
High-strength reinforcing pull rod, the reinforcing pull rod surface is provided with galvanizing coating or corrosion-inhibiting coating.Reinforcing pull rod is constituted by two sections, including the first steel
The reinforcing pull rod 12 of pull bar 9 and second, is connected, in rotation stop between the first reinforcing pull rod 9 and the second reinforcing pull rod 12 by rotation stop connector 11
The two ends of connector 11 are additionally provided with anti-loosening rotation stop nut 10.The reinforcing pull rod includes anchored end and stretching end, reinforcing pull rod
Anchored end is provided with screw thread with stretching end.
The stretching end of the reinforcing pull rod is provided with connector flat board 5, the connector flat board 5 and cylinder lever connecting rod system 1
It is fixedly connected, the power of main push-towing rope can be passed to anchor system by connector flat board 5.
The stretching end of the reinforcing pull rod is provided with first angle adjusting means, first angle adjusting means includes the first ball
The nut 3 of shape backing plate 4 and first, the side of the first spherical backing plate 4 is resisted against on connector flat board 5, and opposite side connects with the first nut 3
Touch.First spherical backing plate 4 coordinates the angle to reinforcing pull rod to be finely adjusted with the first nut 3, is in the milk by injected hole.
The first tarpaulin 2 is additionally provided with the stretching end of reinforcing pull rod, the first tarpaulin 2 is fixedly installed on connector flat board 5
On, and reinforcing pull rod stretching end outside is located in, protect stretching end screw thread not to be corroded and seal, to be in the milk.
As shown in figure 1, on the first reinforcing pull rod 9, the opposite side of the connector flat board 5 relative with spherical backing plate also sets up
There is the support billet 7 of cartridge module 6 and first, support cartridge module 9 to separate connector flat board 8 with billet 7, be easy to the first nut
3 tighten.First billet 7 is connected with support cartridge module 6 and tie system is accurately positioned.
The anchored end of the reinforcing pull rod is provided with second angle adjusting means.Second angle adjusting means includes being arranged on
The second spherical backing plate 14 and the second nut 15 in reinforcing pull rod anchored end.Specifically, it is provided with second on the second reinforcing pull rod 12
Billet 13, the second spherical backing plate 14 and the second nut 15 are fixed on the second reinforcing pull rod 12 by coordinating with the second billet 13
On, the second spherical backing plate 14 coordinates the angle to reinforcing pull rod to be finely adjusted with the second nut 15, is in the milk by injected hole.Second
Nut pressing device 16 is additionally provided with the reinforcing pull rod on the side of nut 15.
The second tarpaulin 17 is fixedly installed on the second billet 13, the second tarpaulin 17 is set in reinforcing pull rod anchored end
Outside, protects anchored end screw thread not to be corroded and seal, to be in the milk.
Spiral bar 8 is additionally provided with the reinforcing pull rod, the spiral bar 8 is two sections, makes tie system with concrete more
Plus fastening.
The mounting means of this Novel steel rod anchor system is described below：
Prepare before reinforcing pull rod Assembling → anchored end reinforcing pull rod component → installation embedded steel tube and sealing welding are assembled, with
Guarantee first reinforcing pull rod expose embedded steel tube install enough rotation stop connector assembly → installation rotation stop connector and rotation stop nut →
Spreading reinforcing pull rod and embedded steel tube → integral hoisting to locating support → connection (spreading) device positioning is installed and checks → reinforcing pull rod essence
It is determined that position → embedded steel tube Butt sealing welding → placement layer by layer anchor body concrete layer → installation stretching end reinforcing pull rod component → steel
Pull bar tensioning → installation strand cylinder lever connecting rod, coupling flat component → embedded steel tube grouting is sealed.
Finally it should be noted that the foregoing is only preferred embodiment of the present utility model, this is not limited to
Utility model, although being described in detail to the utility model with reference to the foregoing embodiments, for those skilled in the art
For, it still can modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic
Carry out equivalent.It is all it is of the present utility model spirit and principle within, any modification, equivalent substitution and improvements made etc.,
Should be included within protection domain of the present utility model.
Claims (10)
1. a kind of Novel steel rod anchor system, including reinforcing pull rod, the reinforcing pull rod includes anchored end and stretching end, and its feature exists
In：The stretching end of the reinforcing pull rod is provided with connector flat board, the connector flat board is connected with cylinder lever connecting rod system, in institute
The stretching end for stating reinforcing pull rod is provided with first angle adjusting means, and in anchored end and the stretching end of the reinforcing pull rod spiral shell is provided with
Line, in the anchored end of the reinforcing pull rod second angle adjusting means is provided with.
2. a kind of Novel steel rod anchor system according to claim 1, it is characterised in that：The first angle adjusts dress
Put with the second angle adjusting means including spherical backing plate and the nut being arranged on reinforcing pull rod.
3. a kind of Novel steel rod anchor system according to claim 1, it is characterised in that：Also set on the reinforcing pull rod
The first billet is equipped with, between first billet and the connector flat board, support cartridge module is provided with.
4. a kind of Novel steel rod anchor system according to claim 1, it is characterised in that：On the connector flat board
Be provided with the first tarpaulin, first tarpaulin be located in the reinforcing pull rod stretching end, the reinforcing pull rod anchored end also
The second billet is provided with, the tarpaulin of connect setting second on second billet, the tarpaulin be located in the steel
Rod anchor end.
5. a kind of Novel steel rod anchor system according to claim 2, it is characterised in that：In the anchoring of the reinforcing pull rod
End, is additionally provided with nut pressing device.
6. a kind of Novel steel rod anchor system according to claim 1, it is characterised in that：The reinforcing pull rod surface is arranged
There are galvanizing coating or corrosion-inhibiting coating.
7. a kind of Novel steel rod anchor system according to claim 1 or 6, it is characterised in that：The reinforcing pull rod includes
Two sections or multistage, are connected by coupling device for stopping rotation.
8. a kind of Novel steel rod anchor system according to claim 7, it is characterised in that：The coupling device for stopping rotation bag
Include rotation stop connector and rotation stop nut.
9. a kind of Novel steel rod anchor system according to claim 1, it is characterised in that：Also set on the reinforcing pull rod
It is equipped with spiral bar.
10. a kind of Novel steel rod anchor system according to claim 9, it is characterised in that：The spiral bar is two sections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620982914.7U CN206157578U (en) | 2016-08-30 | 2016-08-30 | Novel reinforcing pull rod anchor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620982914.7U CN206157578U (en) | 2016-08-30 | 2016-08-30 | Novel reinforcing pull rod anchor system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206157578U true CN206157578U (en) | 2017-05-10 |
Family
ID=58649433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620982914.7U Active CN206157578U (en) | 2016-08-30 | 2016-08-30 | Novel reinforcing pull rod anchor system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206157578U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578296A (en) * | 2019-09-18 | 2019-12-17 | 中交第一公路勘察设计研究院有限公司 | Suspension bridge anchorage main cable strand anchoring device |
| CN115162171A (en) * | 2022-06-15 | 2022-10-11 | 中铁大桥局集团第八工程有限公司 | Sectional installation method and installation system for suspension bridge steel pull rod anchoring system |
-
2016
- 2016-08-30 CN CN201620982914.7U patent/CN206157578U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578296A (en) * | 2019-09-18 | 2019-12-17 | 中交第一公路勘察设计研究院有限公司 | Suspension bridge anchorage main cable strand anchoring device |
| CN115162171A (en) * | 2022-06-15 | 2022-10-11 | 中铁大桥局集团第八工程有限公司 | Sectional installation method and installation system for suspension bridge steel pull rod anchoring system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Hong Inventor after: Yi Zhihong Inventor after: Cao Fahui Inventor after: Liu Zhenyu Inventor after: Zhang Chengxue Inventor after: Yuan Junfeng Inventor after: Lin Zhimin Inventor after: Zhang Qian Inventor after: Li Ou Inventor after: Cui Zhe Inventor before: Zhang Hong Inventor before: Zhang Chengxue Inventor before: Yuan Junfeng Inventor before: Zhang Qian Inventor before: Cui Zhe |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231024 Address after: 072550 Xushui District, Baoding City, Hebei Province, Juli Road Patentee after: JULI SLING Co.,Ltd. Patentee after: SICHUAN HIGHWAY PLANNING, SURVEY AND DESIGN INSTITUTE Ltd. Address before: Xushui County, Hebei Province, Baoding Juli 072550 City Road Patentee before: JULI SLING Co.,Ltd. |
|
| TR01 | Transfer of patent right |