CN105421246A - Installation method of towing cable hanging baskets - Google Patents

Installation method of towing cable hanging baskets Download PDF

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Publication number
CN105421246A
CN105421246A CN201510975704.5A CN201510975704A CN105421246A CN 105421246 A CN105421246 A CN 105421246A CN 201510975704 A CN201510975704 A CN 201510975704A CN 105421246 A CN105421246 A CN 105421246A
Authority
CN
China
Prior art keywords
hanging basket
hanging
basket
sliding rail
cast
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.)
Pending
Application number
CN201510975704.5A
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Chinese (zh)
Inventor
尹振君
陈红
严杰
付浩
陶志力
徐毓敏
陈文�
梅文兵
夏焕文
雷楗
浦遇春
安东航
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Major Bridge Engineering Group Co Ltd MBEC
5th Engineering Co Ltd of MBEC
Original Assignee
China Railway Major Bridge Engineering Group Co Ltd MBEC
5th Engineering Co Ltd of MBEC
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Railway Major Bridge Engineering Group Co Ltd MBEC, 5th Engineering Co Ltd of MBEC filed Critical China Railway Major Bridge Engineering Group Co Ltd MBEC
Priority to CN201510975704.5A priority Critical patent/CN105421246A/en
Publication of CN105421246A publication Critical patent/CN105421246A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

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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 an installation method of towing cable hanging baskets. The installation method comprises the following steps that firstly, a support for temporarily bearing the load of a bridge is built, a cast-in-situ beam section is poured on the support, and a sliding track is installed beside a main tower; secondly, the two hanging baskets are assembled on the sliding track, wherein the hanging baskets can slide along the sliding track; thirdly, the support is demounted after the cast-in-situ beam section reaches the tensioning strength, and one end of the sliding track penetrates through the main tower and extends to the ground projection position of the installation position of the hanging basket on the other side; fourthly, the two hanging baskets slide to the ground projection positions, below the main bridge, of the installation positions of the two hanging baskets respectively; fifthly, the two hanging baskets are integrally lifted to the installation positions of the hanging baskets. By means of the method, aerial work is transformed into ground work, and thus construction risks are reduced; hanging basket assembling and bridge construction can be synchronously conducted, and thus the project period can be shortened.

Description

A kind of mounting method of dragging suspension basket
Technical field
The present invention relates to CONSTRUCTION OF CABLE-STAYED BRIDGE technical field, be specifically related to a kind of mounting method of dragging suspension basket.
Background technology
Dragging suspension basket utilizes to wait that the section of building suspension cable provides supporting force as Hanging Basket front fulcrum, Hanging Basket rear end is anchored at casting beams section, for cantilever cast-in-situ prestressed concrete cable stayed bridge, bear beam body own wt and construction load and the construction equipment that can move forward piecemeal.
The construction method of installation of dragging suspension basket of the prior art is: build the support for interim bearing bridge load beam, and on support after cast-in-place 0# block (or 0# block and 1# block), striking, the assembled dragging suspension basket in below, is then promoted at the bottom of beam and installs.
There are the following problems for above-mentioned construction method: the Cast-in-situ Beam section such as 1, to need reach stretch-draw intensity, complete the work such as stretch-draw mud jacking after striking, then could start assembled Hanging Basket, the duration is longer, add Cast-in-situ Beam section and follow-up cantilever casting beam section poor for the length of time; 2, during cradle assembly, main girder construction is stagnated, and causes personnel and the idleness of equipment, increases construction cost and drops into; 3, because dragging suspension basket component is more, single-piece lifting machine is long for service time, and risk is high, and after support removing, will again clear up assembled place; And according to hawk frame method construction, then increase workload and input altogether.
Summary of the invention
For the defect existed in prior art, the object of the present invention is to provide a kind of mounting method of dragging suspension basket, there is the advantage that construction drops into short and convenient construction little, mechanical service time.
For reaching above object, the technical scheme that the present invention takes is: a kind of mounting method of dragging suspension basket, and step is as follows,
Step 1, setting support, support is built Cast-in-situ Beam section, and at the other mounting slip track of king-tower;
Step 2, assembled two Hanging Baskets on sliding rail, and Hanging Basket can slide along sliding rail;
Step 3, reaches striking after stretch-draw intensity until Cast-in-situ Beam section, again lays sliding rail, makes one end of described sliding rail extend to the floor projection position of opposite side Hanging Basket installation site through king-tower;
Step 4, two Hanging Baskets slide onto the floor projection position of the installation site separately of two Hanging Baskets below Cast-in-situ Beam section respectively;
Step 5, overall increases to Hanging Basket installation site by Hanging Basket described in two simultaneously.
On the basis of technique scheme, also comprise step 6, Hanging Basket C type hook and aisle, beam face are installed.
On the basis of technique scheme, described Hanging Basket includes twice longeron and front beam, middle cross beam, rear cross beam, described front beam, middle cross beam and rear cross beam horizontally set successively, twice longeron is connected with rear cross beam with front beam, middle cross beam, and the front beam of Hanging Basket is oppositely arranged described in two, the position of Hanging Basket described in two on described sliding rail is corresponding with the installation site of Hanging Basket described in two in described Cast-in-situ Beam section.
On the basis of technique scheme, when two Hanging Baskets are arranged on sliding rail, the distance between the front beam of Hanging Basket described in two is less than the distance between the installation site of Hanging Basket described in two in described Cast-in-situ Beam section.
On the basis of technique scheme, described sliding rail is provided with cushion block, described cushion block can slide relative to described sliding rail, Hanging Basket described in two with described cushion block for fulcrum carries out assembled.
On the basis of technique scheme, also comprise the slippage draw-gear for drawing described Hanging Basket slippage, described slippage draw-gear comprises distribution beam, jack and draw bar, described draw bar is arranged along described sliding rail, and its one end is connected with described cushion block, the other end of described draw bar is connected with described distribution beam, distribution beam described in described jack jacking.
On the basis of technique scheme, also comprise the Hoisting System for promoting described Hanging Basket, described Hoisting System comprises lifting distribution beam, jacking distribution beam, lifting jack and pull bar, described lifting distribution beam is installed on described cradle bottom, the lower end of described pull bar is connected with described lifting distribution beam, the upper end of described pull bar connects described jacking distribution beam, and the upper end of described pull bar upwards extends, jacking distribution beam described in described jack jacking
Compared with prior art, the invention has the advantages that:
1) use the mounting method of a kind of dragging suspension basket of the present invention, while bridge is built, namely can carry out cradle assembly operation, make cradle assembly by the restriction of support, and to uprise idle job be Ground Operation, reduce construction risk; Cradle assembly synchronously can carry out with bridge construction, can accelerate the duration, drop into little, mechanical usage time interval, effectively reduces cast-in-place beam-ends and follow-up cantilever casting beam section is poor for the length of time.
2) when two Hanging Baskets arranged in the present invention are arranged on sliding rail, distance between the front beam of two Hanging Baskets is less than the distance between the actual installation position of two Hanging Baskets in Cast-in-situ Beam section, due to the place limited size system of job site, after the raised position meeting side Hanging Basket, adjust the raised position of opposite side Hanging Basket again, Appropriate application place, convenient construction, applied widely
Accompanying drawing explanation
Fig. 1 is cradle assembly of the present invention and sliding rail arrangement diagram.
Fig. 2 is the schematic diagram that Hanging Basket slippage of the present invention puts in place.
Fig. 3 is the arrangement diagram before and after Hanging Basket of the present invention promotes.
Fig. 4 is the schematic diagram that Hanging Basket of the present invention is in place.
In figure: 1-track, 11-cushion block, 2-first Hanging Basket, 21-front beam, 22-middle cross beam, 23-rear cross beam, 24-longeron, 3-second Hanging Basket, 4-Hoisting System, 41-pull bar, 42-promotes distribution beam, 43-jacking distribution beam, 5-king-tower, 51-Cast-in-situ Beam section.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Shown in Figure 1, the embodiment of the present invention provides a kind of mounting method of dragging suspension basket, and step is as follows,
Step 1, setting support, support is built Cast-in-situ Beam section 51, utilize the vacant lot between auxiliary pier and king-tower 5 by inserted to play steel pipe pile column simultaneously or Extended chemotherapy is set carries out basement process, arrange sliding rail 1 again, and one end of sliding rail 1 extends to support, sliding rail 1 is installed cushion block 11;
Step 2, be assembled fulcrum with the cushion block 11 on sliding rail 1, Hanging Basket comprises twice longeron 24 and front beam 21, middle cross beam 22, rear cross beam 23, front beam 21, middle cross beam 22, with rear cross beam 23 successively horizontally set, twice crossbeam 24 is arranged with sliding rail 1 parallel longitudinal direction, twice longeron 24 and front beam 21, middle cross beam 22, be connected with rear cross beam 23, assembled fulcrum has six twice longeron 24 and front beams 21 laying respectively at Hanging Basket, middle cross beam 22, the Nodes of rear cross beam 23, assembled two Hanging Baskets are respectively the first Hanging Basket 2 and the second Hanging Basket 3, the front beam 21 of the first Hanging Basket 2 and the front beam 21 of the second Hanging Basket 3 are oppositely arranged, and the distance between the front beam 21 of two Hanging Baskets is less than and its distance between the installation site of Cast-in-situ Beam section 51, guarantee that the first Hanging Basket 2 first slides onto the floor projection position of its installation site, the first Hanging Basket 2 after assembled and the second Hanging Basket 3 can slide along sliding rail 1,
Step 3, striking after Cast-in-situ Beam section 51 reaches stretch-draw intensity, one end of sliding rail 1 extends to the floor projection position of the second Hanging Basket 3 in the installation site of Cast-in-situ Beam section 51 through king-tower 5;
Step 4, mounting slip draw-gear, slippage draw-gear draws the simultaneously slippage of two Hanging Baskets, two Hanging Baskets respectively slippages to the floor projection position of Cast-in-situ Beam section 51 times square beam Hanging Baskets installation site separately;
Wherein, slippage draw-gear comprises distribution beam, jack and draw bar, draw bar is arranged along sliding rail 1, and its one end is connected with cushion block 11, the other end of draw bar connects distribution beam, jack jacking distribution beam, draw bar draws the first Hanging Basket 2 and the second Hanging Basket 3 slides simultaneously, after the first Hanging Basket 2 arrives the floor projection position of its installation site, remove the connection between the first Hanging Basket 2 and the second Hanging Basket 3, only draw the floor projection position that the second Hanging Basket 3 slides into its installation site;
Step 5, Hoisting System 4 is installed, Hoisting System 4 comprises lifting distribution beam 42, jacking distribution beam 43, lifting jack and pull bar 41, promote distribution beam 42 and be installed on described cradle bottom, one end of pull bar 41 is connected with described lifting distribution beam 42, and the other end of pull bar 41 extends upwardly on master bridge face, and jacking distribution beam 43 is installed on the other end of pull bar 41, jack jacking jacking distribution beam 43, overall increases to installation site by the first Hanging Basket 2 and the second Hanging Basket 3 simultaneously;
Step 6, installs Hanging Basket C type hook and aisle, beam face.
The present invention is not limited to above-mentioned embodiment, and for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications are also considered as within protection scope of the present invention.The content be not described in detail in this manual belongs to the known prior art of professional and technical personnel in the field.

Claims (7)

1. a mounting method for dragging suspension basket, is characterized in that: step is as follows,
Step 1, setting support, support is built Cast-in-situ Beam section (51), and other mounting slip track (1) of king-tower (5);
Step 2, at upper assembled two Hanging Baskets of sliding rail (1), and Hanging Basket can slide along sliding rail (1);
Step 3, striking after stretch-draw intensity is reached until Cast-in-situ Beam section (51), again lay sliding rail (1), make one end of described sliding rail (1) extend to the floor projection position of opposite side Hanging Basket installation site through king-tower (5);
Step 4, two Hanging Baskets slide onto the floor projection position of two Hanging Baskets installation site separately, Cast-in-situ Beam section (51) below respectively;
Step 5, overall increases to Hanging Basket installation site by Hanging Basket described in two simultaneously.
2. the mounting method of a kind of dragging suspension basket as claimed in claim 1, is characterized in that:
Also comprise step 6, Hanging Basket C type hook and aisle, beam face are installed.
3. the mounting method of a kind of dragging suspension basket as claimed in claim 1, is characterized in that:
Described Hanging Basket includes twice longeron (24) and front beam (21), middle cross beam (22), rear cross beam (23), described front beam (21), middle cross beam (22), with rear cross beam (23) horizontally set successively, twice longeron (24) and front beam (21), middle cross beam (22), be connected with rear cross beam (23), and the front beam of Hanging Basket described in two (21) is oppositely arranged, the position of Hanging Basket described in two on described sliding rail (1) is corresponding with the installation site of Hanging Basket described in two on described Cast-in-situ Beam section (51).
4. the mounting method of a kind of dragging suspension basket as claimed in claim 3, it is characterized in that: when two Hanging Baskets are arranged on sliding rail (1), the distance between the front beam (21) of Hanging Basket described in two is less than the distance between the installation site of Hanging Basket described in two on described Cast-in-situ Beam section (51).
5. the mounting method of a kind of dragging suspension basket as claimed in claim 1, is characterized in that:
Described sliding rail (1) is provided with cushion block (11), described cushion block (11) can slide relative to described sliding rail (1), Hanging Basket described in two with described cushion block (11) for fulcrum carries out assembled.
6. the mounting method of a kind of dragging suspension basket as claimed in claim 1, is characterized in that:
Also comprise the slippage draw-gear for drawing described Hanging Basket slippage, described slippage draw-gear comprises distribution beam, jack and draw bar, described draw bar is arranged along described sliding rail (1), and its one end is connected with described cushion block (11), the other end of described draw bar is connected with described distribution beam, distribution beam described in described jack jacking.
7. the mounting method of a kind of dragging suspension basket as claimed in claim 1, is characterized in that:
Also comprise the Hoisting System (4) for promoting described Hanging Basket, described Hoisting System (4) comprises lifting distribution beam (42), jacking distribution beam (43), lifting jack and pull bar (41), described lifting distribution beam (42) is installed on described cradle bottom, the lower end of described pull bar (41) is connected with described lifting distribution beam (42), the upper end of described pull bar (41) connects described jacking distribution beam, the upper end of described pull bar (41) upwards extends, jacking distribution beam (43) described in described jack jacking.
CN201510975704.5A 2015-12-23 2015-12-23 Installation method of towing cable hanging baskets Pending CN105421246A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510975704.5A CN105421246A (en) 2015-12-23 2015-12-23 Installation method of towing cable hanging baskets

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510975704.5A CN105421246A (en) 2015-12-23 2015-12-23 Installation method of towing cable hanging baskets

Publications (1)

Publication Number Publication Date
CN105421246A true CN105421246A (en) 2016-03-23

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510975704.5A Pending CN105421246A (en) 2015-12-23 2015-12-23 Installation method of towing cable hanging baskets

Country Status (1)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158467A (en) * 2018-03-07 2019-08-23 中国铁建港航局集团有限公司 A kind of narrow regional combined type dragging suspension basket merogenesis installation method
CN110318344A (en) * 2019-06-28 2019-10-11 中交二航局第四工程有限公司 A kind of No. 0 block bracket of novel steel box-girder and No. 0 block erection construction method
CN113914225A (en) * 2021-10-19 2022-01-11 安徽省公路桥梁工程有限公司 Longitudinal sliding vertical lifting construction method for main truss of large-tonnage guyed hanging basket

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158467A (en) * 2018-03-07 2019-08-23 中国铁建港航局集团有限公司 A kind of narrow regional combined type dragging suspension basket merogenesis installation method
CN110158467B (en) * 2018-03-07 2020-12-15 中国铁建港航局集团有限公司 Sectional installation method for composite guy cable hanging basket in narrow region
CN110318344A (en) * 2019-06-28 2019-10-11 中交二航局第四工程有限公司 A kind of No. 0 block bracket of novel steel box-girder and No. 0 block erection construction method
CN110318344B (en) * 2019-06-28 2024-04-19 中交二航局第四工程有限公司 Novel steel box girder No. 0 block support and No. 0 block erection construction method
CN113914225A (en) * 2021-10-19 2022-01-11 安徽省公路桥梁工程有限公司 Longitudinal sliding vertical lifting construction method for main truss of large-tonnage guyed hanging basket

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Application publication date: 20160323