CN2642836Y - Device for hoisting and positioning and ramming concrete pile - Google Patents

Device for hoisting and positioning and ramming concrete pile Download PDF

Info

Publication number
CN2642836Y
CN2642836Y CN 03253396 CN03253396U CN2642836Y CN 2642836 Y CN2642836 Y CN 2642836Y CN 03253396 CN03253396 CN 03253396 CN 03253396 U CN03253396 U CN 03253396U CN 2642836 Y CN2642836 Y CN 2642836Y
Authority
CN
China
Prior art keywords
positioning
ship
utility
hydraulic
concrete stake
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 - Fee Related
Application number
CN 03253396
Other languages
Chinese (zh)
Inventor
尚景伟
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.)
SHANDONG HUALONG ENGINEERING CONSTRUCTION Co Ltd
Original Assignee
SHANDONG HUALONG ENGINEERING CONSTRUCTION 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 SHANDONG HUALONG ENGINEERING CONSTRUCTION Co Ltd filed Critical SHANDONG HUALONG ENGINEERING CONSTRUCTION Co Ltd
Priority to CN 03253396 priority Critical patent/CN2642836Y/en
Application granted granted Critical
Publication of CN2642836Y publication Critical patent/CN2642836Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

The utility model belongs to a device system of water infrastructure construction, which is mainly used for the exclusive device of concrete piles construction in port, pier, shallow sea and beach. The utility model mainly comprises a ship, a crane and a hammerhead part, a hydraulic clamp, a fixing and connection device, a frequency conversion control box, a hydraulic console and a positioning and guiding device; the ship is provided with a dial for positioning pile crane device, the frequency conversion control box and the hydraulic console; the frequency conversion control box is connected with the hammerhead part by a cable and the hydraulic clamp and the fixing and connection device are installed under the hammerhead part; the concrete piles are installed at the positioning and guiding frame and more than two fixing piles are equipped on both sides of the guiding frame by beams. The beneficial effect of the utility model is that the utility model can organize the whole construction process of lifting, positioning and insertion of various concrete piles in a safe and fast way, which can reduce the cost and ensure the construction quality. In this way, the economic benefit can be obviously increased.

Description

Concrete stake lifting location is inserted and is beaten device
One, technical field:
The utility model belongs to a kind of apparatus system of infrastructure construction waterborne, is mainly used in the isolated plant of harbour, shallow sea, the stake of beach dike installation concrete.
Two, background technology:
At the harbour, when harbour or sea wall etc. are located to carry out the operation of foundation construction, if large-scale concrete pile tube is inserted when squeezing into water-bed construction, because the concrete pile tube is heavy especially, lifting is inconvenient, in hydrolocation, be subjected to the rising tide of tidewater and the influence of fluctuations of ebb tide again, therefore the positioning operation difficulty, must be used one with strong points, the apparatus system that can satisfy this special operation requirement only depends on manual operations to finish.
Three, summary of the invention:
The purpose of this utility model provides the slotting device of beating in a cover concrete stake lifting location.Solution at the harbour, the difficult problem of operation at sea such as harbour, sea wall.This covering device system comprises ship of preparation, crane and tup part, hydraulically operated fixture, fixed connection apparatus, the variable frequency control case, hydraulic control panel, composition such as locating guide device and anchoring pile, the guide pile that has aboard ship is installed, the hoisting device rotating disk, variable frequency control case and hydraulic control panel, hydraulic control panel props up outer hydraulically operated fixture by hydraulic line and ship and is connected, the variable frequency control case partly is connected with tup by cable, bogie is contained on the seagoing vessel, be connected with a Hanging roller by lifting arm, partly be connected with tup by hoisting wirerope, hydraulically operated fixture also is installed below tup, fixed connection apparatus, the concrete stake is installed in positioning and guiding frame place, by crossbeam two above guide piles is installed in these leading truck both sides.
The beneficial effects of the utility model are that this cover isolated plant is arranged, and just can accomplish safely, be organized in with getting twice the result with half the effort on the water surface lifting to various concrete stakes, location, slottingly whole foundation construction process such as beat.
Four, description of drawings:
As figure is structural representation of the present utility model.
Among the figure 1, ship props up, 2, guide pile, 3, bogie, 4, variable frequency control case, 5, hydraulic control panel, 6, cable, 7, lifting arm, 8, play Hanging roller, 9, hoisting wirerope, 10, tup part, 11, hydraulically operated fixture, 12, fixed connection apparatus, 13, concrete stake, 14, crossbeam, 15, guide pile, 16, positioning and guiding frame, 17, hydraulic line
Five, embodiment:
As seen from the figure, ship props up 1 place guide pile 2, hoisting device and bogie 3, variable frequency control case 4 and hydraulic control panel 5 is installed; Hydraulic control panel 5 props up 1 outer hydraulically operated fixture 11 by hydraulic line 17 and ship and is connected; Variable frequency control case 4 is connected with tup part 10 by cable 6.Bogie 3 be installed in ship prop up 1 place by lifting arm 7 with play a Hanging roller 8 and be connected, pass through hoisting wirerope 9 again and be connected with tup part 10; Hydraulically operated fixture 11, fixed connection apparatus 12 are installed below tup part 10; Concrete stake 13 is installed in positioning and guiding frame 16 places; By crossbeam 14 two above guide piles 15 are installed in these leading truck 16 both sides.Use to this complete unit system, the ship that at first will be loaded with hoisting device props up 1 and is transported to need installation concrete stake direction one side, at guide pile 2 places ship propped up 1 temporarily is fixed on the water surface (shallow sea) and locates with anchoring pile, then two guide piles 15 are distributed and be fixed on the left and right sides of design axis, its these guide pile 15 usefulness tup parts 10 slotting bottoms of squeezing into are fixed, then crossbeam 14 is fastened on guide pile 15, subsequently, positioning and guiding frame 16 is installed in concrete stake 13 places, adjust positioning and guiding frame 16, make its axis consistent with concrete stake design axis, like this, the distribution of concrete stake just can be determined the tram by positioning and guiding frame 16, by crane tup 10 and hydraulically operated fixture 11 are sling then, at this moment, fixed connection apparatus 12 has connected in addition in advance with concrete stake 13, after hydraulically operated fixture 11 is assembled into fixed connection apparatus 12, crane slowly lifts by crane, because the gravity of concrete stake 13 itself, the concrete stake will be vertical gradually, when the concrete stake sling and static determine vertical after, operation hydraulic control panel 5, to be fixed on linkage 12 with hydraulically operated fixture 11 fixes, like this, the concrete stake 13 of slinging slowly and is exactly inserted the bottom by the positioning guide hole of positioning and guiding frame, operate variable frequency control case 4 subsequently, adopt soft start, tup 10 adopts high-frequency after squeezing into water-bed part than slowly the concrete stake being inserted under the small frequency, confirming after testing accurately to locate, fast the concrete stake is inserted and squeeze into water-bed fixing, until the concrete stake is fixed on design elevation.Operating hydraulic control panel subsequently separates fixed connection apparatus and hydraulically operated fixture ... prepare to lift by crane another root concrete pile driving construction operation afterwards again.

Claims (2)

1, concrete stake lifting location is inserted and is beaten device and mainly prepared a ship, crane and tup part, hydraulically operated fixture, fixed connection apparatus, the variable frequency control case, hydraulic control panel and locating guide device are formed, it is characterized in that ship props up (1) and locates to be equipped with guide pile (2), hoisting device and bogie (3), variable frequency control case (4) and hydraulic control panel (5), hydraulic control panel (5) props up (1) outer hydraulically operated fixture (11) by hydraulic line (17) and is connected with ship, variable frequency control case (4) is connected with tup part (10) by cable (6), bogie (3) be installed in ship prop up (1) locate by lifting arm (7) with play a Hanging roller (8) and be connected, be connected with tup part (10) by hoisting wirerope (9) again, in tup part (10) below hydraulically operated fixture (11) is installed, fixed connection apparatus (12), concrete stake (13) is installed in positioning and guiding frame (16) and locates.
2, beat device by the described concrete stake lifting of claim 1 location is slotting, it is characterized in that this leading truck (16) both sides are equipped with 2 above guide piles (15) by crossbeam (14).
CN 03253396 2003-09-11 2003-09-11 Device for hoisting and positioning and ramming concrete pile Expired - Fee Related CN2642836Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03253396 CN2642836Y (en) 2003-09-11 2003-09-11 Device for hoisting and positioning and ramming concrete pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03253396 CN2642836Y (en) 2003-09-11 2003-09-11 Device for hoisting and positioning and ramming concrete pile

Publications (1)

Publication Number Publication Date
CN2642836Y true CN2642836Y (en) 2004-09-22

Family

ID=34294412

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03253396 Expired - Fee Related CN2642836Y (en) 2003-09-11 2003-09-11 Device for hoisting and positioning and ramming concrete pile

Country Status (1)

Country Link
CN (1) CN2642836Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102016181B (en) * 2008-05-07 2012-09-05 克里纳创新有限公司 Apparatus for placing foundation devices and/or pipes and/or augers into the earth as an attachment for the jib of a construction vehicle
CN103910285A (en) * 2013-01-07 2014-07-09 中交一航局第二工程有限公司 Connecting device used for precipitation barge and pipe joint
CN106245647A (en) * 2016-08-25 2016-12-21 张赛 The miniature piling equipment in a kind of construction site

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102016181B (en) * 2008-05-07 2012-09-05 克里纳创新有限公司 Apparatus for placing foundation devices and/or pipes and/or augers into the earth as an attachment for the jib of a construction vehicle
CN103910285A (en) * 2013-01-07 2014-07-09 中交一航局第二工程有限公司 Connecting device used for precipitation barge and pipe joint
CN103910285B (en) * 2013-01-07 2016-08-24 中交一航局第二工程有限公司 The attachment means with tube coupling is refuted for sinking
CN106245647A (en) * 2016-08-25 2016-12-21 张赛 The miniature piling equipment in a kind of construction site
CN106245647B (en) * 2016-08-25 2018-12-18 江山锐意科技服务有限公司 A kind of miniature piling equipment in construction site

Similar Documents

Publication Publication Date Title
NL1009277C2 (en) Method and device for accurately placing relatively heavy objects on and removing heavy objects from the seabed.
CN105926628B (en) One kind is floated, fixed convertible pile foundation in water construction platform device
CN101774422B (en) Novel offshore installation construction resource-combined type pontoon barge
CN102328732A (en) Offshore pile driving, pile pressing and installing united engineering ship
CN102322062B (en) Transportation and installation process of base barrel body of barrel type breakwater
CN104563119A (en) Rotating type floating pile driving guide frame
CN104727336A (en) Construction method of large single-pipe pile foundation of shallow-sea wind power plant
CN105464117A (en) Rotary-type overwater piling guide frame and piling process for overwater pile group foundations
CN210562182U (en) Pile stabilizer for offshore pile foundation construction
CN202745060U (en) Overwater pile-lifting turning mechanism suitable for underwater ultra-long steel pile of deepwater wellhead platform jacket
EP2216447A1 (en) Floating marine structure with suction piles and platform resting on a barge clamped between suction piles and platform.
CN110130342B (en) Piling equipment and piling method for underwater reinforced concrete prefabricated sheet pile construction
CN110185057B (en) Tool and construction method for lifting and erecting steel pipe piles of offshore wind power single pile foundation
JP6735050B1 (en) Stand lifting device for ships
US4329088A (en) Tilt-up/jack-up off-shore drilling apparatus and method
CN2642836Y (en) Device for hoisting and positioning and ramming concrete pile
KR100967816B1 (en) Method for mounting thruster in semi-submergible rig
CN102359122A (en) Method for installing buttress under assistance of buoyant boxes
CN204510221U (en) Rotary marine piling saddle
CN102206938A (en) Novel method for installing upper part block of offshore platform
CN111204666A (en) Hoisting device for ocean wind power equipment
CN1594755A (en) Concrete pile lifting, locating, inserting and driving device above water
GB2222190A (en) Installing large, heavy structures on the sea bottom
JPH1025738A (en) Burying method of sinker
CN205444193U (en) Rotating type floating pile driving guide frame

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee