CN1472400A - Method for positioning whole floatation transported steel caisson by pre-exerting tension at anchor pier and being drilling platform - Google Patents

Method for positioning whole floatation transported steel caisson by pre-exerting tension at anchor pier and being drilling platform Download PDF

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Publication number
CN1472400A
CN1472400A CNA031282199A CN03128219A CN1472400A CN 1472400 A CN1472400 A CN 1472400A CN A031282199 A CNA031282199 A CN A031282199A CN 03128219 A CN03128219 A CN 03128219A CN 1472400 A CN1472400 A CN 1472400A
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China
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steel
pier
steel box
construction
anchor
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CNA031282199A
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CN1186503C (en
Inventor
秦顺全
刘杰文
任旭初
黄龙华
连泽平
朱琪
卢海明
杨孟纯
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China Railway Major Bridge Engineering Group Co Ltd MBEC
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China Railway Major Bridge Engineering Group Co Ltd MBEC
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Abstract

A scheme for constructing large deep-water foundation of bridge includes such steps as floating whole steel case to needed pier position, precisely locating the steel case by preapplying pull force, and using the steel case to build a bearing base while using it as a platform for drilling hole of pile. Its advantages are short period, low cost and high safety.

Description

The whole transportation by driving anchor pier of steel box pre-exerting tension location, double as drilling platform scheme
Technical field the present invention relates to foundation construction on the bridge water steel is hung the constructure scheme that (cover) case adopts transportation by driving and weight anchor navigation system+guide pile location.
Background technology needs the bridge of construction increasing along with the raising of China's rapid economic development and bridge construction technology, and the bridge construction scale is increasing.The foundation construction conventional method is on the bridge water, the one, hang the steel box after setting up drilling platform earlier, and promptly set up fixed platform earlier at place, pier position and carry out drilled pile construction, locate on-the-spot spelling in the pier position then and hang the steel box and carry out bearing platform construction.Adopt this job practices to carry out foundation construction on the bridge water, especially large-sized deep water foundation construction, the problem that has following three aspects: 1, long in time limit, set up drilling platform at pier position place and spelling box required time is longer, and can not utilize the parallel operations in dry season; 2, expense height needs to increase very big input because of setting up dismounting drilling platform and duration lengthening; 3, relatively poor relatively because of construction environment, steel box construction safety quality assurance difficulty strengthens.
Another kind is that steel box transportation by driving is located to the pier position, adopting weight anchor+station keeping ship+guiding ship's case that the steel box is carried out the plane accurately locatees, according to calculating the slotting structural iron casing of beating some as guide pile, steel box and guide pile are fixed, form fixed platform and carry out drilled pile construction then.Change under the complicated situation in hydrologic condition, adopt the weight anchor navigation system that the steel box is carried out the plane and accurately have very big difficulty in the location.
Summary of the invention the objective of the invention is at above-mentioned present situation, aim to provide a kind of construction period short, expense is low, the bridge large-sized deep water basis steel box constructure scheme of the whole transportation by driving anchor pier of the guaranteed steel box of safe mass pre-exerting tension location, double as drilling platform.
The implementation of the object of the invention is, bridge large-sized deep water basis steel box constructure scheme, and concrete construction sequence is
1) the steel box is made, and adopts vertical section, plane piecemeal to make,
2) the steel box closes up welding on the general assembly platform, adopt to adapt to slideway downslide entry, select a main tugboat, 2~4 nation's tugboats with steel box transportation by driving to the pier position,
3) behind the box transportation by driving under floading condition Primary Location,
4) anchor pier design is arranged 4 anchor piers according to the main direction of place, pier position current, and the anchor pier Pile Foundations Design adopts the steel pipe taper pile, gradient 1: 4, the plane is by fork stake design, and the anchor pier steel pipe pile sinks, in the sinking process, it is fixed with shaped steel in time will to sink down into the adjacent pile tube head of design elevation, after all sinking to finishing, and welding pile tube top shaped steel bracket, lay the vertical, horizontal supporting beam, carry out anchor pier cushion cap pouring concrete construction, the anchor pier direction draws the cable direction consistent with main
5) the steel box is accurately located:
(1) hydrologic condition relatively steadily the period will haul wire rope to the steel box of pier position, draw cable wire rope hookup to link with quick-attachable coupling and anchor pier, tighten up and draw cable, horizontal immigration pier position under the help of tugboat, just locate realization box plan-position,
(2) take the steel strand prestress system that the steel box is carried out the plane and accurately locate,
(3) fixed end of steel strand tension system is located on the steel box, and the stretch-draw end is arranged in center, anchor pier top, and pier top tensioning system is made up of fixed cross beam and some continuously tensionings jack,
(4) select the minimum velocity period to start four anchor pier top Hydraulic Stations simultaneously, the continuously tensioning jack is fixed after applying stretching force on each anchor pier, and casts side anchor, and steel box plane accurately is positioned at place, pier position,
(5) in time remove the steel box and just draw and establish wire rope in the location, and this wire rope is set as auxiliary limit by arranged crosswise draws cable, use drop-down cable 1 simultaneously,
(6) after accurately locate on steel box plane, carry out the construction of steel box internal support sinking steel protecting canister, realize that steel box 1 in the accurate location of vertical direction, forms the fixed platform that is formed by steel box, the pre-pull system of anchor pier and support steel casing,
6) drilled pile construction: on the fixed platform that steel box, the pre-pull system of anchor pier and support steel casing form, insert and beat the steel casing, carry out the construction of drilled pile,
7) bearing platform construction: after drilled pile construction is finished, carry out the construction of steel box bottom concrete earlier, carry out cushion cap 1 construction then.
8) remove the prestressing force navigation system.
This programme mainly comprises following 3 parts: the whole transportation by driving of steel box adopts the anchor pier pre-exerting tension that box is accurately located to the pier position, and steel box construction cushion cap is the double as Drilling Platform for Bored Pile Construction simultaneously.
The construction process of this programme: the steel box is made in factory, under the anchor pier construction, steel box integral slipping water from floating, transportation by driving by the pier position, hang positioning wire rope just, box is traversing, pour water in the steel box double-walled sink down into set absolute altitude, adjust steel box plan-position, the steel box is just located; Steel strand draw cable to draw and establish, and apply stretching force, cast the limit cable, and sinking support steel casing, steel box are poured water and sunk down into design elevation, and are bearing on the steel casing by Supporting ring and form fixed platform; Sinking steel casing, mounting support ring are also fixing with the box supporting, and drilled pile construction, draws water, carries out bearing platform construction at back cover; The steel box is removed.Concrete construction process is seen Fig. 1.
The present invention manufactures and designs at the steel box, during whole transportation by driving, take into full account stressed, the stable and structure requirement of steel box each operating mode in work progress, takes into full account steel box transportation by driving route, the selection of transportation by driving time.
The manufacturing of segmentation piecemeal is adopted in the manufacturing of steel box, vertically divides three sections, plane to divide 16 manufacturings, and every Weight control is at 40~50 tons.Used sheet material, section bar carry out preliminary treatment blanking processing, and weldering is combined into type on moulding bed, and all weld seams carry out defect detecting test, guarantee that watertightness is good.After closing up welding, assembly unit, detection on the general assembly platform, adapting to slideway, shipping condition downslide entry guarantees that box Xia Shui drags the safe and reliable of process with floating.When the steel box had just floated on slideway, the rear end fulcrum was stressed bigger, should consider the strength and stiffness of rear end in the structure design.According to steel box construction profile and deadweight, select a main tugboat, 2~4 nation's tugboats to float and drag.
The anchor pier design and construction: the anchor pier design time fully take into account hydrologic condition, the suffered water flow impact pressure size of steel box, steel box each to stability requirement, steel box positioning accuracy request, the requirement of pre-exerting tension equipment, bed scour influence, anchor pier construction requirement etc. are set.The present invention is according to the main direction of place, pier position current, and 1 arranges 4 anchor piers 2 all around at the pier center.Anchor pier structure and layout (seeing Fig. 1, Fig. 7).
(1) press least favorable factor design, when anchor pier top maximum weighted is counted hawser pretension value and tidal level and changes to the stressed influence of steel cable;
(2) anchor pier Pile Foundations Design employing φ 1.2m steel pipe taper pile 13, gradient 1: 4, and the plane is drawn the strength and stiffness of cable direction by fork stake design to strengthen the master, guarantees that simultaneously anchor pier 2 can bear a certain amount of lateral force;
(3) in the anchor pier steel pipe pile sinking process, it is fixed with shaped steel in time will to sink down into the adjacent pile tube head of design elevation, increase the ability of opposing water flow impact pressure, after steel pipe pile all sinks to finishing, welding pile tube top shaped steel bracket, lay the vertical, horizontal supporting beam, carry out anchor pier cushion cap pouring concrete construction;
(4) the anchor pier direction draws the cable direction consistent with main, guarantees that anchor pier does not bear lateral force substantially.
The steel box is accurately located:
(1) relatively steadily the period will be hauled wire rope to the steel box of pier position in hydrologic condition, draw cable wire rope 5 to link with quick-attachable coupling and anchor pier, tighten up and draw cable, laterally move into the pier position under the help of tugboat 3,4, (see figure 2) is just located in realization steel box plan-position;
(2) Precise Position System is taked the steel strand prestress system, main purpose is the nonlinear deformation that reduces to draw cable, becomes flexibility and draws cable into the semi-rigid cable that draws, and avoids transferring repeatedly rope, greatly reduce difficulty of construction, satisfy the positioning accuracy of steel box under the hydrologic condition situation of change;
(3) fixed end of steel strand tension system is located on the steel box, and the stretch-draw end is arranged in center, anchor pier top, and pier top tensioning system is made up of fixed cross beam and some continuously tensionings jack;
(4) select the minimum velocity period to start four anchor pier top Hydraulic Stations simultaneously, the continuously tensioning jack is fixed after applying stretching force on each anchor pier, each stretch-draw jack is under the stressed change monitoring when work and (adopts vertically-displacable sensor or magnetic flux dynamometer test monitoring), draw cable 9, intersection limit cable 8 stressed variations in time to mend and draw adjustment to main, and cast side anchor 6, steel box 10 planes accurately are positioned at place, pier position (see figure 3);
(5) after the steel box applies stretching force, in time remove just the location and draw and establish wire rope 5, and this wire rope is set as auxiliary limit by arranged crosswise draws cable, simultaneously with the verticality of drop-down cable 11, with the effect of balance current eddy current and transverse wind with adjustment steel box;
(6) after the steel box is executed accurate location, stretching force plane in advance, carry out steel box 10 internal support steel casings 7 sinking constructions, realize the steel box, form and the irrelevant fixed platform (see figure 4) of tidal level variation in the accurate location of vertical direction;
(7) after fixed platform formed, the prestressing force navigation system can not removed, and to strengthen the rigidity and the safety factor of whole system, gave dismounting again in bored piles part or after all finishing.
Drilled pile construction: on the fixed platform that steel box, the pre-pull system of anchor pier and support steel casing form, insert and beat the steel casing, carry out the construction of drilled pile 16.Because the whole location of steel box, the guiding of the steel casing that extended, reduced the water flow impact pressure that the steel casing bears, can guarantee effectively that therefore the verticality of steel casing requires (see figure 5).
Bearing platform construction: after drilled pile construction is finished, carry out the construction of steel box bottom concrete earlier, carry out cushion cap 18 construction (see figure 6)s then.
The present invention has short, original advantage such as expense is low, safe mass is guaranteed of construction period.
Description of drawings
Fig. 1 anchor pier construction location figure
The whole transportation by driving of Fig. 2 steel bushing case, just locate schematic diagram
Fig. 3 steel bushing case is accurately located schematic diagram
Fig. 4 steel bushing case formation fixed platform in place schematic diagram
Fig. 5 drilled pile construction schematic diagram
Fig. 6 bearing platform construction schematic diagram
Fig. 7 anchor pier is arranged and structure chart
1 pier center, 12 erosion line, 14 rigs, 15 crane barges, 17 gantry cranes, 19 cushion caps (first) double-head arrow graticule are water (flow) direction among the figure.
Specific embodiment this programme mainly comprises following 3 parts: the whole transportation by driving of steel box adopts the anchor pier pre-exerting tension that box is accurately located to the pier position, and steel box construction cushion cap is the double as Drilling Platform for Bored Pile Construction simultaneously.Concrete construction process is as follows: the steel box is made in factory, under the anchor pier construction, steel box integral slipping water from floating, transportation by driving by the pier position, hang positioning wire rope just, box is traversing, pour water in the steel box double-walled sink down into set absolute altitude, adjust steel box plan-position, the steel box is just located; Steel strand draw cable to draw and establish, and apply stretching force, cast the limit cable, and sinking support steel casing, steel box are poured water and sunk down into design elevation, and are bearing on the steel casing by Supporting ring and form fixed platform; Sinking steel casing, mounting support ring are also fixing with the box supporting, and drilled pile construction, draws water, carries out bearing platform construction at back cover; The steel box is removed.

Claims (3)

1, the whole transportation by driving anchor pier of steel box pre-exerting tension location, double as drilling platform scheme, concrete construction sequence is:
1) the steel box is made, and adopts vertical section, plane piecemeal to make,
2) the steel box closes up welding on the general assembly platform, adopts to adapt to slideway downslide entry, selects a main tugboat, 2~4 nation's tugboats steel to be hung (cover) case transportation by driving to the pier position,
3) behind the steel box transportation by driving under floading condition Primary Location,
It is characterized in that:
4) anchor pier design is arranged 4 anchor piers according to the main direction of place, pier position current, and the anchor pier Pile Foundations Design adopts the steel pipe taper pile; Gradient 1: 4, the plane is by fork stake design, the anchor pier steel pipe pile sinks, and in the sinking process, it is fixed with shaped steel in time will to sink down into the adjacent pile tube head of design elevation, after all sinking to finishing, welding pile tube top shaped steel bracket is laid the vertical, horizontal supporting beam, carries out anchor pier cushion cap pouring concrete construction, the anchor pier direction draws the cable direction consistent with main
5) the steel box is accurately located:
(1) hydrologic condition relatively steadily the period will haul wire rope to the steel box of pier position, draw cable wire rope hookup to link with quick-attachable coupling and anchor pier, tighten up and draw cable, horizontal immigration pier position under the help of tugboat, just locate realization box plan-position,
(2) take the steel strand prestress system that the steel box is carried out the plane and accurately locate,
(3) fixed end of steel strand tension system is located on the steel box, and the stretch-draw end is arranged in center, anchor pier top, and pier top tensioning system is made up of fixed cross beam and some continuously tensionings jack,
(4) select the minimum velocity period to start four anchor pier top Hydraulic Stations simultaneously, the continuously tensioning jack is fixed after applying stretching force on each anchor pier, and casts side anchor, and steel box plane accurately is positioned at place, pier position,
(5) in time remove the steel box and just draw and establish wire rope in the location, and this wire rope is set as auxiliary limit by arranged crosswise draws cable, use drop-down cable simultaneously,
(6) after accurately locate on steel box plane, carry out the construction of steel box internal support sinking steel protecting canister, realize that the steel box in the accurate location of vertical direction, forms the fixed platform that is formed by steel box, the pre-pull system of anchor pier and support steel casing,
6) drilled pile construction: on the fixed platform that steel box, the pre-pull system of anchor pier and support steel casing form, insert and beat the steel casing, carry out drilled pile construction
7) bearing platform construction: after drilled pile construction is finished, carry out the construction of steel box bottom concrete earlier, carry out bearing platform construction then.
8) remove the prestressing force navigation system.
2, constructure scheme according to claim 1 is characterized in that the manufacturing of steel box manufacturing employing segmentation piecemeal, vertically divides three sections, plane to divide 16 manufacturings, and every Weight control is at 40~50 tons.
3, constructure scheme according to claim 1 is characterized in that the anchor pier Pile Foundations Design adopts φ 1.2m steel pipe taper pile (13).
CN 03128219 2003-06-26 2003-06-26 Method for positioning whole floatation transported steel caisson by pre-exerting tension at anchor pier and being drilling platform Active CN1186503C (en)

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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100402755C (en) * 2005-06-16 2008-07-16 上海市第二市政工程有限公司 Large scale prefabricated box girder mounting and positioning method
CN101148890B (en) * 2007-11-08 2010-05-19 中交公路规划设计院有限公司 Bridge caisson composite pile foundation and reverse construction method thereof
CN101469543B (en) * 2007-12-28 2010-09-29 上海市基础工程有限公司 Steel boxed cofferdam construction technique for steel-concrete combined bottom board
CN101967827A (en) * 2010-02-26 2011-02-09 中交一公局厦门工程有限公司 Method for constructing bridge deepwater foundation steel pile casing
CN101434344B (en) * 2008-12-30 2011-07-20 天津第三市政公路工程有限公司 Self-floating transportation method of bridge box girder
CN101666097B (en) * 2009-08-04 2011-10-26 中交第二航务工程局有限公司 Positioning settlement method of large steel suspension box or sinking well
CN102828496A (en) * 2012-08-23 2012-12-19 中交第二航务工程局有限公司 Tool type pile foundation drilling platform based on HSE (Health, Safety and Environmental) management system
CN103362113A (en) * 2012-04-11 2013-10-23 黄灿光 Local buoyancy ocean platform of offshore wind power, bridge and ocean structure, and construction method
CN103572770A (en) * 2013-11-15 2014-02-12 中交第二航务工程局有限公司 Pile box hydraulic structure object and building method thereof
WO2015135471A1 (en) * 2014-03-14 2015-09-17 香港强光海洋工程有限公司 Hollow cylindrical pier for fixing offshore platform structure to bed and method of installing and constructing same
CN107489106A (en) * 2017-09-27 2017-12-19 中铁二十局集团有限公司 A kind of rocky bed subaqueous bearing platform construction method
CN108035372A (en) * 2017-11-14 2018-05-15 中铁二十二局哈尔滨铁路建设集团有限责任公司 A kind of method using drilling platform gooseneck suspension steel lifted trunk
CN110939144A (en) * 2019-11-12 2020-03-31 中国铁建大桥工程局集团有限公司 Double-wall steel suspension box cofferdam system under tidal alternating current condition in typhoon area and positioning method

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100402755C (en) * 2005-06-16 2008-07-16 上海市第二市政工程有限公司 Large scale prefabricated box girder mounting and positioning method
CN101148890B (en) * 2007-11-08 2010-05-19 中交公路规划设计院有限公司 Bridge caisson composite pile foundation and reverse construction method thereof
CN101469543B (en) * 2007-12-28 2010-09-29 上海市基础工程有限公司 Steel boxed cofferdam construction technique for steel-concrete combined bottom board
CN101434344B (en) * 2008-12-30 2011-07-20 天津第三市政公路工程有限公司 Self-floating transportation method of bridge box girder
CN101666097B (en) * 2009-08-04 2011-10-26 中交第二航务工程局有限公司 Positioning settlement method of large steel suspension box or sinking well
CN101967827A (en) * 2010-02-26 2011-02-09 中交一公局厦门工程有限公司 Method for constructing bridge deepwater foundation steel pile casing
CN101967827B (en) * 2010-02-26 2011-09-14 中交一公局厦门工程有限公司 Method for constructing bridge deepwater foundation steel pile casing
CN103362113B (en) * 2012-04-11 2016-03-30 黄灿光 Offshore wind farm, bridge and marine works local buoyancy ocean platform and construction method
CN103362113A (en) * 2012-04-11 2013-10-23 黄灿光 Local buoyancy ocean platform of offshore wind power, bridge and ocean structure, and construction method
CN102828496A (en) * 2012-08-23 2012-12-19 中交第二航务工程局有限公司 Tool type pile foundation drilling platform based on HSE (Health, Safety and Environmental) management system
CN103572770A (en) * 2013-11-15 2014-02-12 中交第二航务工程局有限公司 Pile box hydraulic structure object and building method thereof
CN103572770B (en) * 2013-11-15 2016-04-20 中交第二航务工程局有限公司 A kind of stake case hydraulic structures and construction method thereof
WO2015135471A1 (en) * 2014-03-14 2015-09-17 香港强光海洋工程有限公司 Hollow cylindrical pier for fixing offshore platform structure to bed and method of installing and constructing same
CN107489106A (en) * 2017-09-27 2017-12-19 中铁二十局集团有限公司 A kind of rocky bed subaqueous bearing platform construction method
CN108035372A (en) * 2017-11-14 2018-05-15 中铁二十二局哈尔滨铁路建设集团有限责任公司 A kind of method using drilling platform gooseneck suspension steel lifted trunk
CN108035372B (en) * 2017-11-14 2019-09-24 中铁二十二局哈尔滨铁路建设集团有限责任公司 A method of steel lifted trunk is hung using drilling platform gooseneck
CN110939144A (en) * 2019-11-12 2020-03-31 中国铁建大桥工程局集团有限公司 Double-wall steel suspension box cofferdam system under tidal alternating current condition in typhoon area and positioning method

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