CN106638331B - A kind of installation method of tower with suspended cable - Google Patents
A kind of installation method of tower with suspended cable Download PDFInfo
- Publication number
- CN106638331B CN106638331B CN201710035633.XA CN201710035633A CN106638331B CN 106638331 B CN106638331 B CN 106638331B CN 201710035633 A CN201710035633 A CN 201710035633A CN 106638331 B CN106638331 B CN 106638331B
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- tower
- cable
- suspended cable
- suspended
- lagging jack
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/10—Cantilevered erection
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of installation methods of tower with suspended cable, it is related to field of bridge construction, comprising steps of S1: after the completion of the construction of end bay steel lagging jack, along vertical bridge to assembled tower with suspended cable section by section on end bay steel lagging jack, and across steel lagging jack in installing, and the position mounting seat across steel lagging jack in end bay steel lagging jack is close, tower with suspended cable one end and the pedestal is hinged；S2: after the completion of tower with suspended cable is assembled, in the rear hoist cable that the other end of tower with suspended cable is installed the preceding hoist cable extended in across steel lagging jack and extended to end bay steel lagging jack, cable crane lifting tower with suspended cable simultaneously makes tower with suspended cable turn to vertical state；S3: the preceding hoist cable of tensioning and rear hoist cable, and preceding hoist cable is connect in across steel lagging jack, rear hoist cable is connect with end bay steel lagging jack, completes the installation of tower with suspended cable.The installation method of tower with suspended cable of the invention, construction is simple is easy for installation, save the cost.
Description
Technical field
The present invention relates to field of bridge construction, and in particular to a kind of installation method of tower with suspended cable.
Background technique
Tower with suspended cable plays very important effect in the construction of the cantilever erection of steel truss arched bridge and steel truss girder, is constructing
In the process, end bay steel lagging jack and mid-span part steel lagging jack are first set up, then using tower crane end bay steel lagging jack and in across steel lagging jack
Vertical segmented assembled tower with suspended cable at the steel beam joint to connect, and interim wind cable is arranged in the two sides of pylon during assembly,
For by end bay steel lagging jack, in connect with pylon across steel lagging jack, with enhance stability of tower with suspended cable during assembly and
Wind loading rating.
In above-mentioned work progress, since pylon is using vertical segmented assembly, need using to large-scale tower crane, difficulty of construction
It is larger；And due to the installation of tower with suspended cable need to rely on two sides end bay steel lagging jack and in across steel lagging jack, it is necessary in end bay steel
Arch rib can just carry out the assembly of tower with suspended cable in after the completion of across steel lagging jack construction, need after tower with suspended cable is installed,
Can carry out the installation of next segment bridge, therefore, such mode installs tower with suspended cable, occupy the main structure construction duration compared with
It is long, so that the bridge construction duration is longer, higher cost.
Summary of the invention
In view of the deficiencies in the prior art, the purpose of the present invention is to provide a kind of installation method of tower with suspended cable,
Construction is simple, easy for installation, save the cost.
To achieve the above objectives, the technical solution adopted by the present invention is that:
A kind of installation method of tower with suspended cable, includes the following steps:
S1: it after the completion of the construction of end bay steel lagging jack, along vertical bridge to assembled tower with suspended cable section by section on end bay steel lagging jack, and installs
In across steel lagging jack, and end bay steel lagging jack close in the position mounting seat across steel lagging jack, by tower with suspended cable one end and the bottom
Seat is hinged；
S2: after the completion of tower with suspended cable is assembled, tower with suspended cable the other end install extend in across steel lagging jack before hang
Rope and the rear hoist cable extended to end bay steel lagging jack, cable crane lifting tower with suspended cable simultaneously make tower with suspended cable turn to vertical state；
S3: the preceding hoist cable of tensioning and rear hoist cable, and preceding hoist cable is connect in across steel lagging jack, rear hoist cable and end bay steel lagging jack connect
It connects, completes the installation of tower with suspended cable.
Based on the above technical solution, across steel lagging jack in being installed while assembled tower with suspended cable in step S1.
Based on the above technical solution, step S2 further include: tower with suspended cable two sides respectively install one for adjust hang
The interim wind cable that Sarasota frame is spent vertically, interim wind cable are connected with jack, when tower with suspended cable is turned to close to vertical state, open
Dynamic jack, and tower with suspended cable is turned to by vertical state by interim wind cable.
Based on the above technical solution, step S1 further include: bracket is set on end bay steel lagging jack, on bracket by
Save assembled tower with suspended cable.
Based on the above technical solution, at the top of tower with suspended cable, end bay steel lagging jack and in across being respectively mounted on steel lagging jack
Anchor case, preceding hoist cable both ends respectively with tower with suspended cable and in across steel lagging jack anchoring, rear hoist cable both ends respectively with tower with suspended cable and end bay
Steel lagging jack anchoring.
Based on the above technical solution, two bottoms are horizontally mounted in the position across steel lagging jack in end bay steel lagging jack
Seat, and the bottom end of the tower with suspended cable and two pedestals is hinged.
Compared with the prior art, the advantages of the present invention are as follows:
(1) in the present invention tower with suspended cable installation method, using along vertical bridge to by the way of segmented on end bay steel lagging jack
Assembled tower with suspended cable can carry out assembly using common crawler crane or truck crane, without using large-scale tower crane, construction is simple, peace
Dress is convenient, save the cost.
(2) in the installation method of tower with suspended cable of the present invention, while across steel lagging jack in an installation, the spelling of tower with suspended cable is carried out
Dress, the assembled process of tower with suspended cable will not occupy the main structure construction time, shorten the bridge construction duration, reduce cost.
(3) first tower with suspended cable is turned to close to vertical state with cable crane in the present invention, reuses jack tension and faces
When wind cable tower with suspended cable turned into vertical state, since jack control precision is high, can make tower with suspended cable gradually rotate to
Vertical state improves the precision of tower with suspended cable vertical state.
Detailed description of the invention
Fig. 1 is the schematic diagram of the assembled process of tower with suspended cable in the embodiment of the present invention；
Fig. 2 is the scheme of installation of tower with suspended cable in the embodiment of the present invention.
In figure: 1- end bay steel lagging jack, 2- tower with suspended cable, 21- column, 22- lateral connection system, 3- pedestal, across steel arch in 4-
Rib, hoist cable before 5-, hoist cable after 6-, the interim wind cable of 7-, 8- bracket, 9- anchor case.
Specific embodiment
Invention is further described in detail with reference to the accompanying drawings and embodiments.
Referring to figure 1 and figure 2, the embodiment of the invention provides a kind of installation methods of tower with suspended cable, including walk as follows
It is rapid:
S1: after the completion of end bay steel lagging jack 1 is constructed, along vertical bridge to assembled tower with suspended cable 2 section by section on end bay steel lagging jack 1, and
Across steel lagging jack 4 in installation, and the position mounting seat 3 across steel lagging jack 4 in end bay steel lagging jack 1 is close, by 2 one end of tower with suspended cable
It is hinged with pedestal 3；
S2: after the completion of 2 assembly of tower with suspended cable, tower with suspended cable 2 the other end install in across steel lagging jack 4 extend before
Hoist cable 5 and the rear hoist cable 6 extended to end bay steel lagging jack 1, cable crane lifting tower with suspended cable 2 and to turn to tower with suspended cable 2 perpendicular
Straight state；
S3: the preceding hoist cable 5 of tensioning and rear hoist cable 6, and preceding hoist cable 5 is connect in across steel lagging jack 4, rear hoist cable 6 and end bay steel
Arch rib 1 connects, and completes the installation of tower with suspended cable.
The installation method of tower with suspended cable in the present invention, using along vertical bridge to being spelled on end bay steel lagging jack 1 by the way of segmented
Tower with suspended cable 2 is filled, assembly can be carried out using common crawler crane or truck crane, without using large-scale tower crane, construction is simple, installation
It is convenient, save the cost.
Across steel lagging jack 4 in being installed while assembled tower with suspended cable 2 in step S1.The assembled process of tower with suspended cable 2 will not
The main structure construction time is occupied, shortens the bridge construction duration, reduces cost.
Step S2 further include: respectively install an interim wind cable spent vertically for adjusting tower with suspended cable 2 in 2 two sides of tower with suspended cable
7, interim wind cable 7 is connected with jack, when tower with suspended cable 2 is turned to close to vertical state, starts jack, and by interim
Tower with suspended cable 2 is turned to vertical state by wind cable 7.Since jack control precision is high, can make tower with suspended cable 2 gradually rotate to
Vertical state improves the precision of 2 vertical state of tower with suspended cable.
Step S1 further include: bracket 8 is set on end bay steel lagging jack 1, the assembled tower with suspended cable 2 section by section on bracket 8.
In above-mentioned installation process, the top of tower with suspended cable 2, end bay steel lagging jack 1 and in across being respectively mounted anchor case on steel lagging jack 4
9, preceding 5 both ends of hoist cable respectively with tower with suspended cable 2 and in across steel lagging jack 4 anchor, rear 6 both ends of hoist cable respectively with tower with suspended cable 2 and side
It is anchored across steel lagging jack 1.Two pedestals 3 are horizontally mounted in the position across steel lagging jack 4 in end bay steel lagging jack 1, and by hoist cable tower
The bottom end of frame 2 is hinged with two pedestals 3.
In the present invention, tower with suspended cable 2 is assembled section by section by four columns and lateral connection system.
The present invention is not limited to the above-described embodiments, for those skilled in the art, is not departing from
Under the premise of the principle of the invention, several improvements and modifications can also be made, these improvements and modifications are also considered as protection of the invention
Within the scope of.The content being not described in detail in this specification belongs to the prior art well known to professional and technical personnel in the field.
Claims (5)
1. a kind of installation method of tower with suspended cable, which comprises the steps of:
S1: after the completion of end bay steel lagging jack (1) construction, along vertical bridge to assembled tower with suspended cable (2) section by section on end bay steel lagging jack (1),
And across steel lagging jack (4) in installing, and the position mounting seat (3) across steel lagging jack (4) in end bay steel lagging jack (1) is close, it will hang
Sarasota frame (2) one end and the pedestal (3) are hinged；
S2: it after the completion of tower with suspended cable (2) is assembled, installs in the other end of tower with suspended cable (2) across steel lagging jack (4) extension
Preceding hoist cable (5) and to end bay steel lagging jack (1) extend rear hoist cable (6), tower with suspended cable (2) two sides respectively install one for adjust hang
The interim wind cable (7) that Sarasota frame (2) is spent vertically, interim wind cable (7) are connected with jack, and cable crane lifts by crane tower with suspended cable (2)
And tower with suspended cable (2) is made to turn to vertical state, when tower with suspended cable (2) is turned to close to vertical state, start jack, and
Tower with suspended cable (2) is turned into vertical state by interim wind cable (7)；
S3: the preceding hoist cable of tensioning (5) and rear hoist cable (6), and preceding hoist cable (5) is connect in across steel lagging jack (4), rear hoist cable (6) with
End bay steel lagging jack (1) connection, completes the installation of tower with suspended cable.
2. the installation method of tower with suspended cable as described in claim 1, it is characterised in that: in assembled tower with suspended cable in step S1
(2) across steel lagging jack (4) in installation while.
3. the installation method of tower with suspended cable as described in claim 1, which is characterized in that step S1 further include: in end bay steel arch
Bracket (8) are set on rib (1), the assembled tower with suspended cable (2) section by section on bracket (8).
4. the installation method of tower with suspended cable as described in claim 1, it is characterised in that: at the top of tower with suspended cable (2), end bay steel
Arch rib (1) and in across being respectively mounted anchor case (9) on steel lagging jack (4), preceding hoist cable (5) both ends respectively with tower with suspended cable (2) and in across steel
Arch rib (4) anchoring, rear hoist cable (6) both ends are anchored with tower with suspended cable (2) and end bay steel lagging jack (1) respectively.
5. the installation method of tower with suspended cable as described in claim 1, it is characterised in that: end bay steel lagging jack (1) close in across
The position of steel lagging jack (4) is horizontally mounted two pedestals (3), and by the bottom end of the tower with suspended cable (2) and two pedestals (3)
Hingedly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710035633.XA CN106638331B (en) | 2017-01-18 | 2017-01-18 | A kind of installation method of tower with suspended cable |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710035633.XA CN106638331B (en) | 2017-01-18 | 2017-01-18 | A kind of installation method of tower with suspended cable |
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| Publication Number | Publication Date |
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| CN106638331A CN106638331A (en) | 2017-05-10 |
| CN106638331B true CN106638331B (en) | 2019-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710035633.XA Active CN106638331B (en) | 2017-01-18 | 2017-01-18 | A kind of installation method of tower with suspended cable |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111560854B (en) * | 2020-05-25 | 2022-05-20 | 武船重型工程股份有限公司 | Single-point buckling and hanging construction method and single-point buckling and hanging construction system for steel truss arch bridge |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0220709A (en) * | 1988-07-08 | 1990-01-24 | Mitsubishi Heavy Ind Ltd | Oblique hanging method for building arch bridge |
| CN101117792A (en) * | 2007-08-22 | 2008-02-06 | 中铁大桥局股份有限公司 | Erection method of large-span continuous steel truss arch |
| CN101289836A (en) * | 2007-12-05 | 2008-10-22 | 中铁大桥局股份有限公司 | Auxiliary erection method of horizontal cable of steel truss arched bridge |
| JP4962252B2 (en) * | 2007-10-09 | 2012-06-27 | Ｊｆｅエンジニアリング株式会社 | Bridge erection method and erection device |
| CN103255726A (en) * | 2013-05-28 | 2013-08-21 | 中铁上海设计院集团有限公司 | Construction method for continuous beam and arch combination bridge |
| CN103938552A (en) * | 2014-04-04 | 2014-07-23 | 中铁第四勘察设计院集团有限公司 | Self-balancing cantilevering construction method for large-span steel truss arch bridge and main pier limiting supports |
| CN104532757A (en) * | 2014-12-15 | 2015-04-22 | 武汉市市政建设集团有限公司 | Bi-directional traction vertical rotation construction device for cable-stayed bridge steel arch tower |
-
2017
- 2017-01-18 CN CN201710035633.XA patent/CN106638331B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0220709A (en) * | 1988-07-08 | 1990-01-24 | Mitsubishi Heavy Ind Ltd | Oblique hanging method for building arch bridge |
| CN101117792A (en) * | 2007-08-22 | 2008-02-06 | 中铁大桥局股份有限公司 | Erection method of large-span continuous steel truss arch |
| JP4962252B2 (en) * | 2007-10-09 | 2012-06-27 | Ｊｆｅエンジニアリング株式会社 | Bridge erection method and erection device |
| CN101289836A (en) * | 2007-12-05 | 2008-10-22 | 中铁大桥局股份有限公司 | Auxiliary erection method of horizontal cable of steel truss arched bridge |
| CN103255726A (en) * | 2013-05-28 | 2013-08-21 | 中铁上海设计院集团有限公司 | Construction method for continuous beam and arch combination bridge |
| CN103938552A (en) * | 2014-04-04 | 2014-07-23 | 中铁第四勘察设计院集团有限公司 | Self-balancing cantilevering construction method for large-span steel truss arch bridge and main pier limiting supports |
| CN104532757A (en) * | 2014-12-15 | 2015-04-22 | 武汉市市政建设集团有限公司 | Bi-directional traction vertical rotation construction device for cable-stayed bridge steel arch tower |
Non-Patent Citations (1)
| Title |
|---|
| "贵广铁路广州东平水道钢桁拱桥安装施工技术";许佳平;《辽宁省交通高等专科学校学报》;20110430;第13卷(第2期);第1页第1节-第4页第5节，图2-3、施工步骤图 |
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| CN106638331A (en) | 2017-05-10 |
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