CN103243649B - The system and method for a kind of cable saddle Fast Installation, location - Google Patents
The system and method for a kind of cable saddle Fast Installation, location Download PDFInfo
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- CN103243649B CN103243649B CN201310190231.9A CN201310190231A CN103243649B CN 103243649 B CN103243649 B CN 103243649B CN 201310190231 A CN201310190231 A CN 201310190231A CN 103243649 B CN103243649 B CN 103243649B
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Abstract
The invention discloses a kind of cable saddle Fast Installation, navigation system, it comprises the prefabricated stiff skeleton of some joints, and described stiff skeleton comprises four vertical rods, the connection be laterally connected between vertical rod is supportted; And cable saddle installed base, be removably connected with described stiff skeleton, this joint stiff skeleton is installed fixing cable saddle by fixed mechanism, is regulated the three-dimensional coordinate of cable saddle by adjusting device; And the stiff skeleton being provided with cable saddle is worked the boom hoisting winching to mounted stiff skeleton in advance in king-post; And the flange that the stiff skeleton of adjacent segment is connected and fixed and bolt, nut.The invention also discloses the method utilizing said system to carry out cable saddle Fast Installation, location.The present invention changes engineering stiff skeleton in the past and is separated the construction technology of installation with cable saddle, and by integral prefabricated cable saddle and stiff skeleton, realize cable saddle and stiff skeleton once mounting puts in place, accurate positioning, adjust easy, handling safety, construction effect is remarkable.
Description
Technical field
The present invention relates to the system of a kind of cable saddle Fast Installation, location, particularly relate to the method being applied to cable-stayed bridge saddle and installing, locate.
Background technology
Suspension cable is the tie connecting king-tower and girder, and cable saddle is as the steering component of suspension cable, gentle transition when making suspension cable pass king-post, reduces flexural stress when suspension cable passes through king-post, and by through suspension cable dead load, mobile load is delivered on king-post, is one of key member of full-bridge.Cable saddle location will definitely not cause suspension cable and the cable saddle mouth of pipe friction occurs and damages suspension cable, affects the service life of workmanship and minimizing suspension cable.
The domestic Cable stayed Bridge Main Tower cable saddle construction stiff skeleton that adopts is separated mounting technique with cable saddle more: pre-buried shaped steel in king-post work progress, construct to during cable saddle region in king-post welding fabrication stiff skeleton; Measurement and positioning also welds cable saddle support; Lifting cable saddle is to stiff skeleton cable saddle Support Position; Measure and adjust and reinforce.Adopt stiff skeleton to be separated mounting technique with cable saddle, cable saddle and the one-time-reach-place of stiff skeleton mounting and adjusting can not be made, stiff skeleton Site Welding and cable saddle measurement and positioning spended time long, complicated operation and there is more security risk, affects site operation effect.
Summary of the invention
The object of the invention is to solve existing stiff skeleton and be separated mounting technique Problems existing with cable saddle, a kind of system being applicable to cable-stayed bridge saddle Fast Installation, location is provided.
To achieve these goals, present invention employs following technical scheme: a kind of cable saddle Fast Installation, navigation system, it is characterized in that: comprise the stiff skeleton that some joints are prefabricated, described stiff skeleton comprises four vertical rods, be laterally connected in connection support between four vertical rods; And cable saddle installed base, be removably connected with described stiff skeleton, this joint stiff skeleton is installed fixing cable saddle by fixed mechanism, is regulated the three-dimensional coordinate of cable saddle by adjusting device; And the stiff skeleton being provided with cable saddle is worked the boom hoisting winching to mounted stiff skeleton in advance in king-post; And the flange that the stiff skeleton of adjacent segment is connected and fixed and bolt, nut.
The stiff skeleton of adjacent segment is interconnected by a pair flange bolt, and bolt through described flange, and is fixed with lock nut and regulating nut respectively at the opposite side of flange and phase dorsal part.
Described fixed mechanism comprises " door " cabinet frame formed with shaped steel welding, described " door " cabinet frame partly encloses in cable saddle, and Open Side Down, " door " cabinet frame vertical direction and cable saddle closely connected, horizontal direction and cable saddle lateral surface leave and regulate gap, and horizontal direction is provided with adjusting bolt.
The described adjusting device for adjusting cable saddle three-dimensional coordinate comprises regulating nut between adjacent two joint stiff skeleton flange dishes and lock nut and cable saddle " door " cabinet frame place adjusting bolt.
A kind of cable saddle Fast Installation, localization method, it comprises the following steps:
(1) prefabricated stiff skeleton, stiff skeleton adopts shaped steel as its vertical rod, adopts channel-section steel (or being other shaped steel) as connecting support and diagonal brace, each making one joint between vertical rod, often restraining is done highly to determine according to king-post merogenesis height, and often joint is the guiding of next joint;
(2) the prefabricated stiff skeleton completed goes to cable saddle installed base, measure according to cable saddle and this joint stiff skeleton relative position, on stiff skeleton, saddle's position welding supports, cable saddle is installed, stiff skeleton fixes cable saddle with shaped steel welding " door " cabinet frame, " door " cabinet frame vertical direction and cable saddle closely connected, horizontal direction and cable saddle lateral surface leave and regulate gap, horizontal direction is provided with adjusting bolt, stiff skeleton internode and and cable saddle installed base between connecting portion welding flange, stiff skeleton internode is interconnected by flange bolt, bolt is arranged regulating nut and lock nut,
(3) the prefabricated stiff skeleton that completes and cable saddle by boom hoisting integral hoisting to king-post, be interconnected by flange bolt with the stiff skeleton of having constructed in king-post, survey crew measures the three-dimensional coordinate of cable saddle, adjusting the three-dimensional coordinate of cable saddle until meet design requirement by adjusting regulating nut between two joint stiff skeleton flange dishes, lock nut and cable saddle " door " cabinet frame place adjusting bolt, being finally welded and fixed cable saddle and skeleton.
Described stiff skeleton precast pedestal is made up of relatively two measure-alike fixed end moulds, and described fixed end mould is provided with the structure can fixing described stiff skeleton vertical rod, and stiff skeleton vertical rod cross binding is between described fixed end mould.
The feature that the present invention has changes engineering stiff skeleton to be in the past separated the construction technology of installation with cable saddle, by integral prefabricated cable saddle and stiff skeleton, realizes cable saddle and stiff skeleton once mounting puts in place, accurate positioning, adjust easy, handling safety, construction effect is remarkable.
Accompanying drawing explanation
Fig. 1 is prefabricated stiff skeleton schematic diagram on fixed end die station seat.
Fig. 2 is stiff skeleton internode connection diagram, and wherein Fig. 2 a is A enlarged drawing in Fig. 1; Fig. 2 b is the B direction view of Fig. 2 a; Fig. 2 c is the C direction view of Fig. 2 a.
Fig. 3 is the schematic diagram at cable saddle installed base cable saddle is arranged on stiff skeleton.
Fig. 4 is stiff skeleton contour structures schematic diagram, and wherein, Fig. 4 a is the front schematic view of stiff skeleton; The D direction view of Fig. 4 a that Fig. 4 b is; Fig. 4 c is the E direction view of Fig. 4 b.
Fig. 5 is cable saddle and stiff skeleton integral installation schematic diagram.
Wherein, fixed end mould 1 stiff skeleton 2 vertical rod 2.1 connects support 2.2 diagonal brace 2.3 flange 4 bolt 5 regulating nut 6 lock nut 7 cable saddle installed base 8 cable saddle 9 cable saddle support 10 " door " cabinet frame 11 horizontal direction adjusting bolt 12 king-post 13
Detailed description of the invention
A system for cable saddle Fast Installation, location, it linkage, cable saddle installed base 8 and boom hoisting of comprising the prefabricated stiff skeleton of some joints 2, the stiff skeleton of adjacent segment being connected and fixed.
Specifically, as shown in Fig. 4 respectively schemes, described stiff skeleton comprises four vertical rods 2.1, be laterally connected in connection support 2.2 between vertical rod and diagonal brace 2.3.This stiff skeleton is used for playing support and fixation to cable saddle.As shown in Figure 2, the stiff skeleton of adjacent segment adopts flange 4, bolt 5, regulating nut 6 to be connected with lock nut 7.
As shown in Figure 3, cable saddle installed base 8, is removably connected with described stiff skeleton, and cable saddle installed base has the structure for supporting stiff skeleton, and is connected with stiff skeleton bottom of upright rod with lock nut by bolt, adjusting nut.
Mounting method is as follows:
Prefabricated stiff skeleton.As shown in Figure 1, stiff skeleton precast pedestal is made up of relatively two measure-alike fixed end moulds 1, stiff skeleton adopts i iron (or being other shaped steel) as its vertical rod 2.1, adopt channel-section steel (or being other shaped steel) as connecting support 2.2 and diagonal brace 2.3, each making one saves, often restraining is done highly to determine according to king-post merogenesis height, and often joint is the guiding of next joint.Stiff skeleton internode connects as shown in Figure 2, often bottom joint stiff skeleton and top and upper and lower joint stiff skeleton connecting portion welding flange 4, and stiff skeleton internode is interconnected by flange bolt 5, bolt is arranged regulating nut 6 and lock nut 7.
The prefabricated stiff skeleton completed goes to cable saddle installed base 8, as Fig. 3, measure according to cable saddle 9 and this joint stiff skeleton relative position, saddle's position welding support 10 on stiff skeleton, cable saddle is installed, on stiff skeleton with shaped steel welding " door " cabinet frame 11 fix cable saddle, " door " cabinet frame vertical direction and cable saddle closely connected, horizontal direction then with outside cable saddle leaves adjust the play.Horizontal direction installs adjusting bolt 12, and stiff skeleton contour structures schematic diagram is as shown in Fig. 4 (shadow region is cable saddle).
The prefabricated stiff skeleton that completes and cable saddle by boom hoisting integral hoisting to king-post 13, be interconnected by flange 4 bolt 5 with the stiff skeleton of having constructed in king-post, as shown in Figure 5, survey crew measures the three-dimensional coordinate of cable saddle, adjusts the three-dimensional coordinate of cable saddle until meet design requirement by adjusting regulating nut 6 between two joint stiff skeleton flange dishes with lock nut 7 and cable saddle " door " cabinet frame place adjusting bolt 12; Finally be welded and fixed cable saddle and skeleton.
Claims (6)
1. cable saddle Fast Installation, a navigation system, is characterized in that: comprise
The stiff skeleton that some joints are prefabricated, described stiff skeleton comprises four vertical rods, the connection be laterally connected between vertical rod is supportted; And
Cable saddle installed base, is removably connected with described stiff skeleton, and that connection with cable saddle installed base is saved stiff skeleton and installed fixing cable saddle by fixed mechanism, regulated the three-dimensional coordinate of cable saddle by adjusting device; And
The stiff skeleton being provided with cable saddle is worked the boom hoisting winching to mounted stiff skeleton in advance in king-post; And
The flange that the stiff skeleton of adjacent segment is connected and fixed and bolt, nut.
2. cable saddle Fast Installation according to claim 1, navigation system, it is characterized in that: the stiff skeleton of adjacent segment is interconnected by a pair flange bolt, bolt through described flange, and is fixed with lock nut and regulating nut respectively at the opposite side of flange and phase dorsal part.
3. cable saddle Fast Installation according to claim 1, navigation system, it is characterized in that: described fixed mechanism comprises " door " cabinet frame formed with shaped steel welding, described " door " cabinet frame partly encloses in cable saddle, Open Side Down, " door " cabinet frame vertical direction and cable saddle closely connected, horizontal direction and cable saddle lateral surface leave and regulate gap, and horizontal direction is provided with adjusting bolt.
4. cable saddle Fast Installation according to claim 3, navigation system, is characterized in that: comprise regulating nut between adjacent two joint stiff skeleton flange dishes and lock nut and cable saddle " door " cabinet frame place adjusting bolt for regulating the described adjusting device of cable saddle three-dimensional coordinate.
5. cable saddle Fast Installation, a localization method, it is characterized in that adopt as arbitrary in Claims 1 to 4 as described in system and realized by following steps:
(1) prefabricated stiff skeleton, stiff skeleton adopts shaped steel as its vertical rod, adopts channel-section steel as connection support and diagonal brace, make a joint at every turn between vertical rod, and often restraining is done highly to determine according to king-post merogenesis height, and often joint is the guiding of next joint;
(2) the prefabricated stiff skeleton completed goes to cable saddle installed base, measure according to cable saddle and this joint stiff skeleton relative position, on stiff skeleton, saddle's position welding supports, cable saddle is installed, stiff skeleton fixes cable saddle with shaped steel welding " door " cabinet frame, " door " cabinet frame vertical direction and cable saddle closely connected, horizontal direction and cable saddle lateral surface leave and regulate gap, horizontal direction is provided with adjusting bolt, stiff skeleton internode and and cable saddle installed base between connecting portion welding flange, stiff skeleton internode is interconnected by flange bolt, bolt is arranged regulating nut and lock nut,
(3) the prefabricated stiff skeleton that completes and cable saddle by boom hoisting integral hoisting to king-post, be interconnected by flange bolt with the stiff skeleton of having constructed in king-post, survey crew measures the three-dimensional coordinate of cable saddle, adjusting the three-dimensional coordinate of cable saddle until meet design requirement by adjusting regulating nut between two joint stiff skeleton flange dishes, lock nut and cable saddle " door " cabinet frame place adjusting bolt, being finally welded and fixed cable saddle and stiff skeleton.
6. method according to claim 5, it is characterized in that: described stiff skeleton precast pedestal is made up of relatively two measure-alike fixed end moulds, described fixed end mould is provided with the structure can fixing described stiff skeleton vertical rod, and stiff skeleton vertical rod cross binding is between described fixed end mould.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310190231.9A CN103243649B (en) | 2013-05-21 | 2013-05-21 | The system and method for a kind of cable saddle Fast Installation, location |
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| CN201310190231.9A CN103243649B (en) | 2013-05-21 | 2013-05-21 | The system and method for a kind of cable saddle Fast Installation, location |
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| CN103243649A CN103243649A (en) | 2013-08-14 |
| CN103243649B true CN103243649B (en) | 2015-07-29 |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106544959B (en) * | 2016-12-12 | 2018-05-29 | 中铁大桥局集团有限公司 | The construction method of king-tower lifting segment and bridge main tower saddle containing saddle |
| CN107881914B (en) * | 2017-12-15 | 2023-09-12 | 中交第二航务工程局有限公司 | Wire-dividing tube type cable saddle back field assembly type positioning device and assembly method |
| CN108487064B (en) * | 2018-03-09 | 2019-06-25 | 济南城建集团有限公司 | Separate installment main cable saddle of suspension bridge seat construction method |
| CN110184919B (en) * | 2019-04-26 | 2020-09-15 | 安徽省公路桥梁工程有限公司 | Construction method of low leaning tower cable saddle positioning system |
| CN110863432A (en) * | 2019-11-26 | 2020-03-06 | 上海市基础工程集团有限公司 | Rapid and accurate positioning method for steel structure tower column installation construction |
| CN112064514A (en) * | 2020-09-14 | 2020-12-11 | 浙江交工金筑交通建设有限公司 | Cable saddle rigid structure and integral positioning and mounting method thereof |
| CN113443554B (en) * | 2021-07-07 | 2023-11-07 | 上海振华重工(集团)股份有限公司 | Correction method for flatness of upper opening flange of upright post of container crane |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3356417B2 (en) * | 1999-11-09 | 2002-12-16 | 株式会社エスイー | Construction method and construction structure at the saddle part of the cable, and bridge |
| CN201183933Y (en) * | 2008-03-14 | 2009-01-21 | 上海市政工程设计研究总院 | Cable saddle for rope-suspension bridge tower top |
| CN101412489A (en) * | 2008-11-20 | 2009-04-22 | 中铁二局股份有限公司 | Method for traversing cable saddle of large tonnage cable crane |
| CN201458588U (en) * | 2009-06-10 | 2010-05-12 | 中铁十三局集团第一工程有限公司 | Combination-type movable cable saddle of cable crane |
| KR20110111907A (en) * | 2010-04-06 | 2011-10-12 | 케이블텍 주식회사 | Saddle assembly |
| CN202730650U (en) * | 2012-07-18 | 2013-02-13 | 成都市新筑路桥机械股份有限公司 | Main cable saddle used for bridge |
| CN102808380B (en) * | 2012-08-21 | 2014-12-10 | 广西壮族自治区公路桥梁工程总公司 | Cable saddle transverse moving system and cable saddle transverse moving construction method |
| CN203429556U (en) * | 2013-05-21 | 2014-02-12 | 中交四航局第一工程有限公司 | System for quickly installing and positioning cable saddle |
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