CN201437599U - Device for dredging from interior of steel pipe pile - Google Patents

Device for dredging from interior of steel pipe pile Download PDF

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Publication number
CN201437599U
CN201437599U CN2009201093332U CN200920109333U CN201437599U CN 201437599 U CN201437599 U CN 201437599U CN 2009201093332 U CN2009201093332 U CN 2009201093332U CN 200920109333 U CN200920109333 U CN 200920109333U CN 201437599 U CN201437599 U CN 201437599U
Authority
CN
China
Prior art keywords
dispenser
steel pipe
pipe pile
wire cable
mud
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.)
Expired - Lifetime
Application number
CN2009201093332U
Other languages
Chinese (zh)
Inventor
陈俊海
孙敬良
仲彦
赵敬考
徐永金
邹永静
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.)
CNOOC Energy Technology and Services Ltd
Original Assignee
China National Offshore Oil Corp CNOOC
CNOOC Energy Technology and Services 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 China National Offshore Oil Corp CNOOC, CNOOC Energy Technology and Services Ltd filed Critical China National Offshore Oil Corp CNOOC
Priority to CN2009201093332U priority Critical patent/CN201437599U/en
Application granted granted Critical
Publication of CN201437599U publication Critical patent/CN201437599U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a device fro dredging from the interior of a steel pipe pile, components of which comprise a dispenser, wherein one end of the dispenser is hinged with a movable closed tongue plate, the front and the rear ends of the side surface are respectively provided with a guide plate and a guide ring, the front part is arranged to be a guide pipe with a cone, the core part is provided with a hoisting lifting eye, the left and the right sides of the hoisting lifting eye are respectively provided with a first wire cable guide wheel and a second wire cable guide wheel, the opposite sides of the first and the second wire cable guide wheels are provided with a spring tension holder with the interior being provided with a guide groove and a spring telescopic slide plate, a closed traction wire cable passes through the first and the second wire cable guide wheels from one end of the movable closed tongue plate, and a traction wire cable passes through a hinge shaft which is hinged with the dispenser to the spring telescopic slide plate inside the spring tension holder from the other end of the movable closed tongue plate. When in use, the device is additionally provided with hanger with a lifting eye. The device has the advantages that the mud can directly extend into the steel pipe pile to fetch the mud, thereby reducing the mud removal difficulty and the quantities.

Description

A kind of dredging from steel pipe pile inside got the device of mud
Technical field
The utility model relates to a kind of dredging and gets mud dress, in particular, the utility model relate to a kind of be applicable to dredge from steel pipe pile inside get the device of mud.
Background technology
Along with the fast development of ocean engineering, the structure waterborne that match with it are also because the lifting of its ability need change, extends and remove; In addition, cause influence for the structure of avoiding some to produce not needed or finish using waterborne take navigation channel or waters after discarded, also need these water obstacles and insert steel pipe pile in the ground etc. deeply and remove boats and ships such as water transportation transportations.
Traditional method for dismounting is to adopt earlier construction equipment such as dredge boat mud and soil to be removed around it, and then carries out the cutting of steel pipe pile from the outside and pull out.But there is following defective in this method:
(1), and dredges and also can cause pollution the marine site because construction equipment such as dredge boat can not directly arrive between the steel pipe pile, and it is a lot of that difficulty that earth removes and engineering quantity are increased.
(2) mud around the steel pipe pile also can back-silt fast and cause difficulty, the expense of steel pipe pile dismounting because of the influence of factors such as morning and evening tides, thereby the duration is increased.
The utility model content
The purpose of this utility model, just provide a kind of dredging and get the device of mud from steel pipe pile inside, solve using that the present existing outside of the steel pipe pile method for dismounting amount of dredging is big, the work period is long, expense is high and to cause problem such as environment pollution, thereby conveniently finish the last work of pulling out by the cutting of inner steel pipe pile.
In order to realize above purpose, the utility model adopts following technical scheme:
A kind of dredging from steel pipe pile inside got the device of mud, comprise dispenser, described dispenser is for connecting as one and two separation structures of boring by lapping plate, the one end connects the movable sealing hyoplastron by hinge, the rear and front end of its side is respectively arranged with guide strip and guide ring, its front portion is set to conduit, the front end of conduit is provided with cone, its center of gravity position is provided with the lifting hanger, the left and right sides of described lifting hanger is provided with the first haulage cable directive wheel and the second wire rope directive wheel respectively, described first, also be provided with the tensioned bearing that gathering sill and telescopic spring slide plate are installed in it on the dispenser of the second wire rope directive wheel offside, end from described movable sealing hyoplastron crosses described first, the second wire rope directive wheel is provided with the traction seal wire rope, crosses the hinged hinge of itself and described dispenser to the telescopic spring slide plate in the described tensioned bearing from the other end of described movable sealing hyoplastron and is provided with haulage cable.
The utility model adds the suspender that is provided with hanger in use.
The utility model is compared with existing silt dredging device, and its beneficial effect is:
(1) can transfer and insert in the earth of steel pipe pile by crane and vibrating hammer, not only can take out the earth in the straight shaped steel pile tube, also can take out the earth in the taper pile, so, make things convenient for construction equipments such as dredge boat can not directly arrive the interior field working conditions of steel pipe pile, thereby reduced difficulty and the engineering quantity that earth is removed.
(2) earth in the dispenser can be opened movable sealing hyoplastron wherein voluntarily under the deadweight and the control of mechanical mechanism for opening/closing, is placed on assigned address thereby the earth that takes out unloaded, and has avoided mud diging working to cause the possibility of maritime environment pollution.
(3) rational in infrastructure, easy to operate, solved and used present big, the problems such as the work period is long, expense is high, easy contaminated environment of the existing outside of the steel pipe pile method for dismounting amount of dredging, finished the last work of pulling out for the cutting of steel pipe pile internally and created advantage.
Description of drawings
The schematic diagram of additional suspender when Fig. 1 is overall structure of the present utility model and use;
Fig. 1-the 1st, the enlarged drawing of latter half structure among Fig. 1;
Fig. 1-2 is the enlarged drawing of first half structure among Fig. 1;
Fig. 2 is that the B of Fig. 1 postmedian is to the structure enlarged drawing;
Fig. 3 be among Fig. 1 the middle part A to the structure enlarged drawing;
Fig. 4 be to use this use suspender C additional when novel to structural representation.
Reference numeral: 1---movable sealing hyoplastron 2---guide plate 3---dispenser 4---traction seal steel wire rope 5---lapping plate 6---the first haulage cable directive wheel 7---haulage cable 8---lifting hanger 9---the second haulage cable directive wheel 10---guide ring 11---conduit 12---hanger 13---cone 14---suspender 15---gathering sill (in the bearing) 16---telescopic spring slide plate 17---tensioned bearing
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done to describe in detail.
As Fig. 1, Fig. 1-1, Fig. 1-2, Fig. 2, Fig. 3, shown in Figure 4, the utility model is dredged from steel pipe pile inside and is got the device of mud, comprise dispenser 3, described dispenser 3 for connect as one by lapping plate 5 and boring two separation structures, so the lap-joint of described two separation structures leaves the slit that enters and leave in its inner space with earth.One end of described dispenser 3 connects movable sealing hyoplastron 1 by hinge, the rear and front end of its side is respectively arranged with guide strip 2 and guide ring 10, the front central of described dispenser 3 is a conduit 11, the front end of described conduit 11 is provided with cone 13, the center of gravity position of described dispenser 3 is provided with lifting hanger 8, the left and right sides of described lifting hanger 8 is respectively arranged with the first haulage cable directive wheel 6 and the second wire rope directive wheel 9, on the dispenser 3 of described first haulage cable directive wheel 6 and the second wire rope directive wheel, 9 offsides, also be provided with tensioned bearing 17, described tensioned bearing 17 is by bearing and be arranged on the gathering sill 15 in the bearing and the telescopic spring slide plate 16 that is installed in the gathering sill 15 is formed, cross the described first haulage cable directive wheel 6 and the second wire rope directive wheel 9 is provided with traction seal wire rope 4 from an end of described movable sealing hyoplastron 1, cross itself and described dispenser 3 hinged hinge to the telescopic spring slide plates 16 in the described tensioned bearing 17 from the other end of described movable sealing hyoplastron 1 and be provided with haulage cable 7.The utility model in use, also additional have a suspender 14, described suspender 14 can be mounted on the auxiliary hook of turned crane by the hanger 12 of setting it on.
The course of work of the present utility model is such:
(1) at first the haulage cable in the described device 7 is articulated on the main hook of turned crane, by hanger 12 described suspender 14 is articulated on the auxiliary hook of same turned crane simultaneously, at this moment, the haulage cable 7 that is connected described movable sealing hyoplastron 1 in main hook and the device is in relaxed state;
(2) reclaim auxiliary hook and draw described suspender 14 this device of slinging, in the auxiliary hook removal process, owing to connect the stretching action of the traction seal wire rope 4 of described telescopic spring slide plate 16, the movable sealing hyoplastron 1 of described dispenser 3 ends is in the position of opening, at this moment, open in the slit of 3 liang of separation structure lap-joints of described dispenser;
(3) this device is inserted in the steel pipe pile, transfer main hook and arrive the bottom of described steel pipe pile to slip the hook mode certainly to it, and make dispenser 3 in this device insert that (as steel pipe pile is when the soil body is hard in taper pile or the stake in the earth by deadweight, can push down the cone 13 at this device top by vibration hammer, make dispenser 3 reach certain embedded depth) get mud, the earth of being got enters its inner space by the lap-joint of 3 liang of separation structures of described dispenser;
(4) start main hook and reclaim, and drive described haulage cable 7 and close movable sealing hyoplastron 1, at this moment, the slit closure of 3 liang of separation structure lap-joints of described dispenser;
(5) reclaim main hook, auxiliary hook simultaneously, this device is proposed steel pipe pile and is transported to assigned address, then, loosen main hook and described haulage cable 7, the movable sealing hyoplastron 1 of described dispenser 3 ends is opened under the tension of earth weight and described telescopic spring slide plate 16 naturally, draw off the earth that leaves described dispenser 3 inner spaces in, once get the mud process thereby finish.
The utility model is dredged from steel pipe pile inside and is got the device of mud, in getting the mud process, can be according to the different hardness of getting earth, and it is transferred to making described dispenser 3 insert the different depth of earth to slip the hook mode certainly by the turned crane main hook.Under the situation of general operate as normal, the working depth of described dispenser 3 (promptly inserting the degree of depth of earth) should reach 1/3rd or 1/2nd of himself length.
Use the effect of the additional described suspender 14 of the utility model to be:
In use of the present utility model, described suspender 14 is articulated on the auxiliary hook of turned crane, in order to play counterweight effect to slip certainly when the hook mode is transferred the utility model at the turned crane main hook, so that it is steady to transfer process; Simultaneously, when promoting the utility model, plays by the turned crane main hook effect of transmitting tractive power, so that gravitational equilibrium in the lifting process.
Abovely with reference to drawings and Examples the utility model is described, this description is illustrative, unqualified property.Those of ordinary skill in the art will be understood that, in concrete enforcement, some change all may take place in the shape of each member and layout type according to actual needs in the utility model, and other staff also may make the design similar to the utility model under enlightenment of the present utility model or certain member of the present utility model is made the modification that is equal to replacement.Special needs to be pointed out is that only otherwise break away from design aim of the present utility model, all conspicuous changes and have the similar Design that is equal to replacement all should be included within the protection domain of the present utility model.

Claims (1)

1. dredge from steel pipe pile inside and to get the device of mud for one kind, comprise dispenser, it is characterized in that, described dispenser is for connecting as one and two separation structures of boring by lapping plate, one end of described dispenser connects the movable sealing hyoplastron by hinge, the rear and front end of its side is respectively arranged with guide strip and guide ring, its front portion is set to conduit, the front end of described conduit is provided with cone, the center of gravity position of described dispenser is provided with the lifting hanger, the left and right sides of described lifting hanger is respectively arranged with the first haulage cable directive wheel and the second wire rope directive wheel, described first, also be provided with the tensioned bearing that gathering sill and telescopic spring slide plate are installed in it on the dispenser of the second wire rope directive wheel offside, end from described movable sealing hyoplastron crosses described first, the second wire rope directive wheel is provided with the traction seal wire rope, crosses the hinged hinge of itself and described dispenser to the telescopic spring slide plate in the described tensioned bearing from the other end of described movable sealing hyoplastron and is provided with haulage cable.
CN2009201093332U 2009-06-25 2009-06-25 Device for dredging from interior of steel pipe pile Expired - Lifetime CN201437599U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201093332U CN201437599U (en) 2009-06-25 2009-06-25 Device for dredging from interior of steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201093332U CN201437599U (en) 2009-06-25 2009-06-25 Device for dredging from interior of steel pipe pile

Publications (1)

Publication Number Publication Date
CN201437599U true CN201437599U (en) 2010-04-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201093332U Expired - Lifetime CN201437599U (en) 2009-06-25 2009-06-25 Device for dredging from interior of steel pipe pile

Country Status (1)

Country Link
CN (1) CN201437599U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103519926A (en) * 2012-10-18 2014-01-22 张泓 Mechanical finger for anus excrement digging
CN108385748A (en) * 2018-04-26 2018-08-10 上海金泰工程机械有限公司 Steel wire rope automatic tension structure for grab bucket

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103519926A (en) * 2012-10-18 2014-01-22 张泓 Mechanical finger for anus excrement digging
CN108385748A (en) * 2018-04-26 2018-08-10 上海金泰工程机械有限公司 Steel wire rope automatic tension structure for grab bucket
CN108385748B (en) * 2018-04-26 2023-10-20 上海金泰工程机械有限公司 Automatic tensioning structure of steel wire rope for grab bucket

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20161209

Address after: 100010 Beijing city Dongcheng District Dongzhimen Street No. 6

Patentee after: CNOOC Energy Development Co., Ltd.

Address before: 100016 Dongcheng District, Chaoyangmen, North Street, No. 25, CNOOC building, mailbox,, 4705

Patentee before: China National Offshore Oil Corporation

Patentee before: CNOOC Energy Development Co., Ltd.

CX01 Expiry of patent term

Granted publication date: 20100414

CX01 Expiry of patent term