CN106149738B - A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row - Google Patents

A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row Download PDF

Info

Publication number
CN106149738B
CN106149738B CN201610704891.8A CN201610704891A CN106149738B CN 106149738 B CN106149738 B CN 106149738B CN 201610704891 A CN201610704891 A CN 201610704891A CN 106149738 B CN106149738 B CN 106149738B
Authority
CN
China
Prior art keywords
bag
filling
filling bag
positioning
rope
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.)
Active
Application number
CN201610704891.8A
Other languages
Chinese (zh)
Other versions
CN106149738A (en
Inventor
陈会涛
宋俊强
邵亮
郭振亮
王兴博
李凤林
高岭
马刚
周果亮
孙永奎
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.)
CCCC Tianjin Harbour Engineering Co Ltd
Original Assignee
CCCC Tianjin Harbour Engineering Co Ltd
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 CCCC Tianjin Harbour Engineering Co Ltd filed Critical CCCC Tianjin Harbour Engineering Co Ltd
Priority to CN201610704891.8A priority Critical patent/CN106149738B/en
Publication of CN106149738A publication Critical patent/CN106149738A/en
Application granted granted Critical
Publication of CN106149738B publication Critical patent/CN106149738B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/02Restraining of open water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/10Placing gravel or light material under water inasmuch as not provided for elsewhere
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0061Production methods for working underwater

Abstract

The present invention relates to a kind of devices setting filling bag based on enclosed waters positioning pipe row, including the parallel two groups of positioning pipes row in filling bag levee body both sides, positioning anchor, the upper fixed fixed pulley of two side pipes row, upper fixed pulley is arranged with pipe by hawser and is connect in filling bag quadrangle, hawser draws the quadrangle of filling bag to be unfolded by fixed pulley, and sand ship carries out blast by Flat boat and sets filling bag.Specific method:(1), preparation of construction;(2), measurement and positioning;(3), Flat boat is marched into the arena:(4), connection filling pipeline;(5), connection positioning pipe row;(6), fixed pulley is connected;(7), it throws and is set to anchor;(8), rope fixes filling bag quadrangle;(9), water under bag is filled;(10) positioning adjustment;(11) filling cuff is laid;(12) filling is sunk;(13) fixed hawser is unlocked.The simple process of this construction method, operability is strong, solves the problems, such as that blast ship can not be realized in levee body both sides and is positioned to drawing, can effectively implement to fill setting for bag, while construction cost is greatly saved.

Description

A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row
Technical field
The invention belongs to positioning pipe rows to set filling bag technique field, and enclosed waters positioning pipe is based on more particularly to one kind Row sets the device and construction method of filling bag.
Background technology
With the progress of national economy, reclamation engineering gradually rises in recent years, has huge society and warp Ji benefit.Such as reclaiming land around sea planning in, often appear in enclosed waters set it is similar for convenience of later stage hydraulic reclamation etc. every low bank between fields Situation.
In filling bag encloses low bank between fields project under construction, blast ship often has both the function of station keeping ship, for positioning and expanding filling Bag.But under some water area conditions, blast ship can not be realized in levee body both sides positioned to drawing due to various reasons, cannot assist Operation is expanded at the positioning of filling bag, construction task need to be completed by the positioning ship of interim handling, increase and set accordingly Standby input, construction cost are higher than conventional construction mode.The present invention expands the construction method of filling bag using positioning pipe row, in nothing Need to complete under conditions of station keeping ship filling bag expands positioning operation, reduces the input of ship machine equipment, has saved correlative charges.
Invention content
The present invention for solve known technology present in technical problem provide it is a kind of construction it is convenient, operability is strong, has Effect solves the problems, such as that the equipment such as blast ship can not be had both station keeping ship in enclosed waters and implement being positioned based on enclosed waters for operation Pipe row sets the device and construction method of filling bag.
The present invention is adopted the technical scheme that solve technical problem present in known technology:
A kind of device setting filling bag based on enclosed waters positioning pipe row, it is characterised in that:Including filling bag levee body two The parallel two groups of positioning pipes row in side fixes the positioning anchor of two side pipes row, and the upper fixed fixed pulley of two side pipes row, three pvc manage logical It crosses pipe collar and connects into pipe row, filling bag quadrangle is arranged upper fixed pulley with pipe by hawser and connect, and hawser draws filling bag by fixed pulley Quadrangle be unfolded, sand ship by Flat boat carry out blast set filling bag.
The present invention also provides a kind of arranged based on enclosed waters positioning pipe to set the construction method for filling bag,
(1) preparation of construction;
(2) measurement and positioning:The practical depth of water situation of construction area is measured, the levee body axis of construction area is measured and is put Sample.
(3) tablet ship positionning:Handling Flat boat, positioning anchor to waters of constructing;
(4) hydraulic reclamation pipeline is connected:It connects that blast pipeline is in place and fixation of casting anchor, puts the diverter valve of tube head in order, connect The marine interface of blast ship and pipeline, and pipeline is carried out to blow water test.
(5) connection positioning pipe row:Pipe row is assembled side by side by blast plastic tube, to ensure the overall stiffness of pipe row Its width should be more than 2 rows, and pipe is arranged length and determined according to filling bag longitudinal size, is under normal circumstances 80~120m, if passing through Throwing positioning anchor can be added in pipe row centre position by increasing pipe row's connection length increasing boundary of works area.
(6) fixed pulley is connected:Fixed pulley is connected to the fixed position of the upper anchor hawser of pipe row, when pipe being avoided to come stretched-filled bag Torque is generated, four fixed pulleys should be laid with stretched-filled bag quadrangle on two side pipes row.
(7) it casts anchor fixation:
A, every pipe drains into cast two mouthfuls less and anchor and determine, and anchor stern fast length is 90~150m, and pipe row's end hawser is fixed on On the connecting flange of pipe row (being usually first flange-interface), anchor hawser is controlled with dike axis angle at 35 °~55 °, and two are managed Row's positioning anchor should be arranged symmetrically, and pipe arranges spacing and is more than 35~50m of maximum filling bag width.
B, pipe row away from and the determination of pulley position finally should ensure that filling bag bag angle draw direction and dike axis angle exist 30 °~60 °.
(8) rope fixes filling bag quadrangle:Rope one end passes through the binding strap at bag angle (can use rope when no binding strap when connection Rope is bound), setting fastening position is withdrawn as possible, is filled after bag sinks to fixing and can smoothly be unlocked to facilitate.The other end of rope is fixed on On ship, bag quadrangle and rope banding fixed successively will be filled.
(9) water under bag is filled:Manpower pulls two bag angles of Flat boat opposite side, and two ropes in addition are put accordingly Pine, filling bag gradually descend water and are unfolded under the traction of rope, and the position of adjustment filling bag keeps its sideline parallel with levee body axis, When two bag angles when being more than construction 1~2m of sideline to stopping stretching, and rope ends on ship are fixed, it can be when there is water outlet section It is operated on water outlet filling bag.
(10) positioning adjustment:The rope at other two bag of angle is tightened with anchor capstan, is distinguished again with anchor capstan after rope tightening Filling bag quadrangle is adjusted, filling bag transverse direction and longitudinal direction position is made to meet, it is expected that being after the completion fixed on four ropes On specified position.
(11) filling bag cuff is laid:Hose is drawn to filling cuff position by manpower Bo, and hose stretches into cuff about 1; 5m is bound with tightrope knot that can be undone by a pull, and solution end of thread stays long and is buoy, and guarantee filling bag can smoothly unlock knot that can be undone by a pull after sinking and extract hose.
(12) filling is sunk:
A, turn on pump fills sand, and slush pump should be opened one by one, and suction sand concentration is gradually increased after reaching diverter valve in flow.When filling The corner location of bag body should be carried out first filling sand, hose makes filling bag quadrangle uniform force towards that should be directed at four angle points, protects Card filling bag keeps the state of expansion, filling bag should gradually payout when sinking when sinking.
B, filling cuff is adjusted after filling bag sinks in time according to loading time, ensure filling bag uniformly fills sand.
(13) fixed rope is unlocked:After filling bag fixation, payout is followed to the slip-knot of bag angle along rope with small raft, is connect Lower rope is simultaneously drawn to spare on ship.
The invention has the advantages and positive effects that:Construction technology of the present invention is easy, and operability is strong, efficiently solves The equipment such as blast ship can not be in levee body both sides to drawing positioning to set the problem of filling bag operation, while being greatly saved and being constructed into This.Such construction method for setting filling bag fully demonstrates exploitativeness and economy by case history.
Description of the drawings
Fig. 1 is that positioning pipe row sets filling bag schematic diagram;
Fig. 2 is construction process figure of the present invention.
In figure:1, pipe is arranged;2, positioning anchor;3, fixed pulley;4, pipe collar;5, hawser;6, bag is filled;7, Flat boat.
Specific implementation mode
In order to further understand the content, features and effects of the present invention, the following examples are hereby given, and coordinate attached drawing Detailed description are as follows:
Referring to Fig. 1, a kind of device setting filling bag based on enclosed waters positioning pipe row, including filling bag levee body both sides Parallel two groups of positioning pipes row 1, fixes the positioning anchor 2 of two side pipes row, and 3,3 pvc pipes of the upper fixed fixed pulley of two side pipes row are logical It crosses pipe collar 4 and connects into pipe row, filling bag quadrangle is arranged upper fixed pulley with pipe by hawser 5 and connect, and hawser is drawn by fixed pulley and filled The quadrangle of bag 6 is unfolded, and sand ship carries out blast by Flat boat 7 and sets filling bag.
Referring to Fig. 2, a kind of above-mentioned construction method that filling bag is set based on enclosed waters positioning pipe row,
(1), preparation of construction;A, ship machine is marched into the arena:Workboat machine is marched into the arena, and auxiliary barge includes mainly blast ship, flat in place etc. Plate ship;B, material prepares:Include mainly pvc pipes, pulley, rope, filling bagging etc.;C, personnel are in place:All kinds of construction personnel's packets Include administrative staff, ship machine operating personnel, Security Officer, worker etc.;D, work surface is laid:Including establishing and verifying measurement control Net confirms pipeline position etc. to repetition measurement before Specific construction region progress work;
(2) measurement and positioning:The practical depth of water situation of construction area is measured, the levee body axis of construction area is measured and is put Sample;
(3) tablet ship positionning:Handling Flat boat, positioning anchor to waters of constructing;
(4) hydraulic reclamation pipeline is connected:It connects that blast pipeline is in place and fixation of casting anchor, puts the diverter valve of tube head in order, connect The marine interface of blast ship and pipeline, and pipeline is carried out to blow water test;
(5) connection positioning pipe row:Pipe row is assembled side by side by blast plastic tube, to ensure the overall stiffness of pipe row Its width should be more than 2 rows, and pipe is arranged length and determined according to filling bag longitudinal size, is under normal circumstances 80~120m, if passing through Throwing positioning anchor can be added in pipe row centre position by increasing pipe row's connection length increasing boundary of works area;
(6) fixed pulley is connected:Fixed pulley is connected to the fixed position of the upper anchor hawser of pipe row, when pipe being avoided to come stretched-filled bag Torque is generated, four fixed pulleys should be laid with stretched-filled bag quadrangle on two side pipes row;
(7) it casts anchor fixation:
A, every pipe drains into cast two mouthfuls less and anchor and determine, and anchor stern fast length is 90~150m, and pipe row's end hawser is fixed on On the connecting flange of pipe row (being usually first flange-interface), anchor hawser is controlled with dike axis angle at 35 °~55 °, and two are managed Row's positioning anchor should be arranged symmetrically, and pipe arranges spacing and is more than 35~50m of maximum filling bag width;
B, the determination of the spacing and pulley position of pipe row finally should ensure that filling bag bag angle draw direction and dike axis angle At 30 °~60 °;
(8) rope fixes filling bag quadrangle:Rope one end passes through the binding strap at bag angle (can use rope when no binding strap when connection Rope is bound), setting fastening position is withdrawn as possible, is filled after bag sinks to fixing and can smoothly be unlocked to facilitate.The other end of rope is fixed on On ship, bag quadrangle and rope banding fixed successively will be filled;
(9) water under bag is filled:Manpower pulls two bag angles of Flat boat opposite side, and two ropes in addition are put accordingly Pine, filling bag gradually descend water and are unfolded under the traction of rope, and the position of adjustment filling bag keeps its sideline parallel with levee body axis, When two bag angles when being more than construction 1~2m of sideline to stopping stretching, and rope ends on ship are fixed, it can be when there is water outlet section It is operated on water outlet filling bag;
(10) positioning adjustment:The rope at other two bag of angle is tightened with anchor capstan, is distinguished again with anchor capstan after rope tightening Filling bag quadrangle is adjusted, filling bag transverse direction and longitudinal direction position is made to meet, it is expected that being after the completion fixed on four ropes On specified position;
(11) filling bag cuff is laid:Draw hose to filling cuff position by manpower Bo, hose stretch into cuff 1~ 5m is bound with tightrope knot that can be undone by a pull, and solution end of thread stays long and is buoy, and guarantee filling bag can smoothly unlock knot that can be undone by a pull after sinking and extract hose;
(12) filling is sunk:
A, turn on pump fills sand, and slush pump should be opened one by one, and suction sand concentration is gradually increased after reaching diverter valve in flow.When filling The corner location of bag body should be carried out first filling sand, hose makes filling bag quadrangle uniform force towards that should be directed at four angle points, protects Card filling bag keeps the state of expansion, filling bag should gradually payout when sinking when sinking;
B, filling cuff is adjusted after filling bag sinks in time according to loading time, ensure filling bag uniformly fills sand;
(13) fixed rope is unlocked:After filling bag fixation, payout is followed to the slip-knot of bag angle along rope with small raft, is connect Lower rope is simultaneously drawn to spare on ship;
Construction method simple process of the present invention, operability is strong, and efficiently solving blast ship can not carry out in enclosed waters To drawing positioning to set the problem of filling bag operation, can effectively implement to fill setting for bag, while being greatly saved and being constructed into This, has stronger exploitativeness and economy.
The above is only the preferred embodiments of the present invention, and is not intended to limit the present invention in any form, Every any simple modification made to the above embodiment according to the technical essence of the invention, equivalent variations and modification, belong to In the range of technical solution of the present invention.

Claims (1)

1. a kind of construction method setting filling bag based on enclosed waters positioning pipe row, it is characterised in that:Using based on closing water The device that positioning pipe row in domain sets filling bag carries out filling bag and sets, described to set filling bag based on enclosed waters positioning pipe row Device includes filling the parallel two groups of positioning pipes row in bag levee body both sides, fixes the positioning anchor of two side pipes row, is fixed on two side pipes row Fixed pulley, three pvc pipe connects into pipe row by pipe collar, and by hawser and pipe row, above fixed pulley is connect for filling bag quadrangle, cable Rope draws the quadrangle of filling bag to be unfolded by fixed pulley, and sand ship carries out blast by Flat boat and sets filling bag;Specific construction Method includes the following steps:
(1) preparation of construction:
(2) measurement and positioning:The practical depth of water situation of construction area is measured, setting-out is measured to the levee body axis of construction area;
(3) tablet ship positionning:Handling Flat boat, positioning anchor to waters of constructing;
(4) hydraulic reclamation pipeline is connected:It connects that blast pipeline is in place and fixation of casting anchor, puts the diverter valve of tube head in order, connect blast The marine interface of ship and pipeline, and pipeline is carried out to blow water test;
(5) connection positioning pipe row:Pipe row is assembled side by side by blast plastic tube, to ensure its width of the overall stiffness of pipe row Degree should be more than 2 rows, and pipe is arranged length and determined according to filling bag longitudinal size, is under normal circumstances 80~120m, if passing through increase Pipe row's connection length, which increases boundary of works area, to add throwing positioning anchor in pipe row centre position;
(6) fixed pulley is connected:Fixed pulley is connected to the fixed position of the upper anchor hawser of pipe row, is generated when pipe being avoided to come stretched-filled bag Torque, two side pipes, which are arranged, should lay four fixed pulleys with stretched-filled bag quadrangle;
(7) it casts anchor fixation:
A, every pipe drains into cast two mouthfuls less and anchor and determine, and anchor stern fast length is 90~150m, and pipe row's end hawser is fixed on pipe row Connecting flange on, anchor hawser and dike axis angle are controlled at 35 °~55 °, and two pipes row's positioning anchors should be arranged symmetrically, and pipe arranges spacing More than 35~50m of maximum filling bag width;
B, the spacing of pipe row and the determination of fixed pulley position finally should ensure that filling bag bag angle draw direction exists with dike axis angle 30 °~60 °;
(8) rope fixes filling bag quadrangle:Rope one end passes through the binding strap at bag angle, setting fastening position to withdraw as possible when connection, with It can smoothly be unlocked after facilitating filling bag to sink to fixing;The other end of rope is fixed aboard ship, will fill bag quadrangle and rope successively Banding fixed;
(9) water under bag is filled:Manpower pulls two bag angles of Flat boat opposite side, and two ropes in addition loosen accordingly, Filling bag gradually descends water and is unfolded under the traction of rope, and the position of adjustment filling bag keeps its sideline parallel with levee body axis, when Two bag angles to stopping when being more than construction 1~2m of sideline stretches, and rope ends on ship are fixed, and can go out when there is water outlet section It is operated on water filling bag;
(10) positioning adjustment:The rope at other two bag of angle is tightened with anchor capstan, again with anchor capstan respectively to filling after rope tightening Being adjusted for bag quadrangle is filled out, so that filling bag transverse direction and longitudinal direction position is met, it is expected that being after the completion fixed on four ropes specified Position on;
(11) filling bag cuff is laid:Hose is drawn to filling cuff position by manpower Bo, and hose stretches into 1~5m of cuff, uses Tightrope knot that can be undone by a pull is bound, and solution end of thread stays long and is buoy, and guarantee filling bag can smoothly unlock knot that can be undone by a pull after sinking and extract hose;
(12) filling is sunk:
A, turn on pump fills sand, and slush pump should be opened one by one, and suction sand concentration is gradually increased after reaching diverter valve in flow;Head is answered when filling First the corner location of bag body is carried out to fill sand, hose makes filling bag quadrangle uniform force, ensure to fill towards that should be directed at four angle points The state that expansion is kept when bag sinks is filled out, filling bag should gradually payout when sinking;
B, filling cuff is adjusted after filling bag sinks in time according to loading time, ensure filling bag uniformly fills sand;
(13) fixed rope is unlocked:After filling bag fixation, payout is followed to the slip-knot of bag angle along rope with small raft, connects lower rope Rope is simultaneously drawn to spare on ship.
CN201610704891.8A 2016-08-22 2016-08-22 A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row Active CN106149738B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610704891.8A CN106149738B (en) 2016-08-22 2016-08-22 A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610704891.8A CN106149738B (en) 2016-08-22 2016-08-22 A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row

Publications (2)

Publication Number Publication Date
CN106149738A CN106149738A (en) 2016-11-23
CN106149738B true CN106149738B (en) 2018-08-14

Family

ID=57343061

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610704891.8A Active CN106149738B (en) 2016-08-22 2016-08-22 A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row

Country Status (1)

Country Link
CN (1) CN106149738B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107326909A (en) * 2017-06-10 2017-11-07 中交天航南方交通建设有限公司 A kind of flat board is refuted to drawing jackstone construction method
CN108930255B (en) * 2018-08-28 2020-04-14 中交上海航道局有限公司 Construction method of reclamation channel

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003261941A (en) * 2002-03-08 2003-09-19 Sumitomo Osaka Cement Co Ltd Underwater back filling method and underwater back filling material
CN103452117B (en) * 2013-09-10 2015-07-08 中交上航局航道建设有限公司 Construction technology of deepwater bagged sand construction device
CN103696399B (en) * 2013-12-12 2015-09-30 天津港建设公司 Shallow water enclosed area sand filling bag framework arranges method
CN104532785A (en) * 2014-12-22 2015-04-22 中国水利水电第八工程局有限公司 Geotextile tube positioning method
CN206090591U (en) * 2016-08-22 2017-04-12 中交天航港湾建设工程有限公司 Device based on enclosed waters location bank of tubes is beaten and is established filling bag

Also Published As

Publication number Publication date
CN106149738A (en) 2016-11-23

Similar Documents

Publication Publication Date Title
CN106149738B (en) A kind of device and construction method setting filling bag based on enclosed waters positioning pipe row
CN103046553B (en) Method for carrying out deepwater laying on large-volume reinforced mud-filling tubular bags by using geotextiles-laying vessels
CN102277853B (en) Novel quick and reliable underwater arrangement technology
CN103452117B (en) Construction technology of deepwater bagged sand construction device
CN102758419A (en) Method for deep-water interlocking row laying construction based on movable reinforced bars
CN1442342A (en) Under water flexible raft laying engineering ship and under water flexible raft laying technology
CN107965616B (en) The underwater aqueduct transportation by driving device and method of major diameter
CN108661081A (en) A kind of inverted tension type anchor cable system support suspension tunnel structure
CN108930251A (en) A kind of harbour submerged breakwater structure and its construction method
CN109113020A (en) A kind of harbour mole structure and its construction method
CN206090591U (en) Device based on enclosed waters location bank of tubes is beaten and is established filling bag
Lieng et al. Deep penetrating anchor: further development, optimization and capacity verification
CN109024525B (en) Artificial island structure considering underground space development and utilization and construction method thereof
CN107165124A (en) A kind of deep water soft raft is to drawing laying construction method
CN106400807B (en) Extra large work barge grouting method and its equipment
CN106400745B (en) A kind of sea work barge operational method and equipment
CN110965522A (en) Software row serial laying construction method
CN106704705A (en) Water pipeline assembly operation method and system
CN104452665B (en) Abyssal region seawall sand quilt laying method
CN111101515A (en) Large-diameter single-pile floating transportation construction method
CN110144977A (en) Applied to the Anti-scouring structure and its installation method on single-pile foundation
CN107059792B (en) A kind of dykes and dams loophole plugging device
CN207644576U (en) A kind of channel marking ship of anti-floating material winding
CN205636646U (en) Sand pillow software row
CN108357649A (en) Wind and wave resistance marine devices

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
GR01 Patent grant