CN203613541U - Driving device for vertical pipe sinking in shallow sea reclamation area - Google Patents

Driving device for vertical pipe sinking in shallow sea reclamation area Download PDF

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Publication number
CN203613541U
CN203613541U CN201320729180.8U CN201320729180U CN203613541U CN 203613541 U CN203613541 U CN 203613541U CN 201320729180 U CN201320729180 U CN 201320729180U CN 203613541 U CN203613541 U CN 203613541U
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CN
China
Prior art keywords
shallow sea
mark rod
driving device
pile sinking
hydraulic reclamation
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Active
Application number
CN201320729180.8U
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Chinese (zh)
Inventor
王宇光
唐研
高伟
赵伯韬
柳军生
余迪
管新岗
任燚
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CCCC Tianjin Harbour Engineering Co Ltd
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CCCC Tianjin Harbour Engineering Co Ltd
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Priority to CN201320729180.8U priority Critical patent/CN203613541U/en
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Abstract

The utility model relates to a driving device for vertical pipe sinking in a shallow sea reclamation area. The driving device is characterized in that a driving component comprises an inserting sleeve, and a marker post is arranged at the upper end of the inserting sleeve; graduations are arranged on the outer surface of the marker post, and a lifting component is arranged at the upper end of the marker post. With the scheme, the elevation of a pile cap is still ensured effectively, and the wood pipe sinking construction is carried out during a high tide period, so that the construction progress is speeded up under the premise of ensuring construction quality, the construction efficiency is greatly improved, and the cost of personnel and machinery is reduced.

Description

A kind of based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device
Technical field
The utility model belongs to soldier piles pile sinking technology field, hydraulic reclamation district, shallow sea, particularly relate to a kind of based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device.
Background technology
In the timber process for sinking that utilizes barge and excavator to coordinate, in the climax period, timber sinks to rear stake top and does not reach design elevation, but timber is positioned under water, and excavator, in the process of pile sinking, cannot accurately guarantee the top absolute altitude of timber.Utilize novel the replacing of this use to beat device, can effectively address this problem, in the high water mark period, still can accurately control a top mark high, set timber construction.
Summary of the invention
The utility model for solve the technical problem existing in known technology provide a kind of simple in structure, easy to install, increase work efficiency based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device.
The technical scheme that the utility model is taked for the technical problem existing in solution known technology is:
Based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating a device, it is characterized in that: describedly comprise plug-in mounting cover for breaking member, the upper end that plug-in mounting overlaps is provided with mark rod, and the external surface of described mark rod is provided with scale, and the upper end of described mark rod is provided with hoisting component.
The utility model can also adopt following technical measures:
Described hoisting component adopts suspension ring, and described suspension ring are provided with two, and two suspension ring are fixedly welded on respectively the both sides of mark rod, and are symmetrical arranged.
The top of described mark rod is radially provided with installing hole, in described installing hole, be installed with and lift ring, described in lift ring and can rotate around installing hole.
The bottom of described mark rod is provided with control align member, on described control align member, is connected with dismountable control lever.
Advantage and the good effect that the utlity model has are: because the utility model adopts such scheme, accurately guarantee that timber sinks to verticality in process, spacing and stake top mark high, still can carry out timber in the climax period and sink to construction, under the prerequisite that guarantees workmanship, accelerate construction speed, greatly improve efficiency of construction, saved personnel and machine cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is embodiment 2 structural representations;
Fig. 3 is embodiment 3 structural representations.
In figure: 1, plug-in mounting cover; 2, mark rod; 3-1, suspension ring; 3-2, installing hole; 3-3, lift ring; 4, control align member; 5, control lever.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Embodiment 1, refers to Fig. 1, a kind of based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device, described for beat member comprise plug-in mounting overlap 1, the upper end of plug-in mounting cover 1 is provided with mark rod 2, and the external surface of described mark rod 2 is provided with scale, and the upper end of described mark rod 2 is provided with hoisting component.
In said structure, described hoisting component adopts suspension ring 3-1, and described suspension ring are provided with two, and two suspension ring are fixedly welded on respectively the both sides of mark rod, and are symmetrical arranged.
Embodiment 2, in said structure, refers to Fig. 2, and the top of described mark rod is radially provided with installing hole 3-2, in described installing hole, be installed with and lift ring 3-3, described in lift ring and can rotate around installing hole.
Embodiment 3, in said structure, refers to Fig. 3, and the bottom of described mark rod 2 is provided with controls align member 4, is connected with dismountable control lever 5 on described control align member, is replaced and is beaten device fast and enter smoothly soldier piles by this control lever control.All the other structures are all identical with embodiment 1 or embodiment 2.
The utility model adopts such scheme, accurately guarantee that timber sinks to verticality in process, spacing and stake top mark high, still can carry out timber in the climax period and sink to construction, under the prerequisite that guarantees workmanship, accelerate construction speed, greatly improve efficiency of construction, saved personnel and machine cost.
The above is only to preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, every foundation technical spirit of the present utility model is to any simple modification made for any of the above embodiments, equivalent variations and modification, all belong in the scope of technical solutions of the utility model.

Claims (4)

  1. Based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating a device, it is characterized in that: describedly comprise plug-in mounting cover for breaking member, the upper end that plug-in mounting overlaps is provided with mark rod, and the external surface of described mark rod is provided with scale, and the upper end of described mark rod is provided with hoisting component.
  2. According to claim 1 based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device, it is characterized in that: described hoisting component employing suspension ring, described suspension ring are provided with two, two suspension ring are fixedly welded on respectively the both sides of mark rod, and are symmetrical arranged.
  3. According to claim 1 based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device, it is characterized in that: the top of described mark rod is radially provided with installing hole, in described installing hole, be installed with and lift ring, described in lift ring and can rotate around installing hole.
  4. According to claims 1 to 3 arbitrary described based on hydraulic reclamation district, shallow sea soldier piles pile sinking for beating device, it is characterized in that: the bottom of described mark rod is provided with control align member, on described control align member, be connected with dismountable control lever.
CN201320729180.8U 2013-11-15 2013-11-15 Driving device for vertical pipe sinking in shallow sea reclamation area Active CN203613541U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320729180.8U CN203613541U (en) 2013-11-15 2013-11-15 Driving device for vertical pipe sinking in shallow sea reclamation area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320729180.8U CN203613541U (en) 2013-11-15 2013-11-15 Driving device for vertical pipe sinking in shallow sea reclamation area

Publications (1)

Publication Number Publication Date
CN203613541U true CN203613541U (en) 2014-05-28

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320729180.8U Active CN203613541U (en) 2013-11-15 2013-11-15 Driving device for vertical pipe sinking in shallow sea reclamation area

Country Status (1)

Country Link
CN (1) CN203613541U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532840A (en) * 2014-12-30 2015-04-22 中淳高科桩业股份有限公司 Embedded type construction precast pile following rod and pile following method thereof
CN107059867A (en) * 2017-04-05 2017-08-18 中国二十冶集团有限公司 A kind of Driven Piles stop hammering control method into shape
CN110409449A (en) * 2019-06-14 2019-11-05 安徽省利诚水产开发有限公司 A kind of set pick utensil driven piles in water

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532840A (en) * 2014-12-30 2015-04-22 中淳高科桩业股份有限公司 Embedded type construction precast pile following rod and pile following method thereof
CN107059867A (en) * 2017-04-05 2017-08-18 中国二十冶集团有限公司 A kind of Driven Piles stop hammering control method into shape
CN107059867B (en) * 2017-04-05 2019-11-12 中国二十冶集团有限公司 A kind of Driven Piles stop hammering control method into shape
CN110409449A (en) * 2019-06-14 2019-11-05 安徽省利诚水产开发有限公司 A kind of set pick utensil driven piles in water

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