CN215052908U - Be used for high-pile wharf steel-pipe pile construction location structure - Google Patents

Be used for high-pile wharf steel-pipe pile construction location structure Download PDF

Info

Publication number
CN215052908U
CN215052908U CN202121494653.1U CN202121494653U CN215052908U CN 215052908 U CN215052908 U CN 215052908U CN 202121494653 U CN202121494653 U CN 202121494653U CN 215052908 U CN215052908 U CN 215052908U
Authority
CN
China
Prior art keywords
pile
positioning
ring
pipe
construction
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
CN202121494653.1U
Other languages
Chinese (zh)
Inventor
刘丁怡
姜全新
焦绪学
张定
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.)
China Road and Bridge Corp
Original Assignee
China Road and Bridge Corp
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 Road and Bridge Corp filed Critical China Road and Bridge Corp
Priority to CN202121494653.1U priority Critical patent/CN215052908U/en
Application granted granted Critical
Publication of CN215052908U publication Critical patent/CN215052908U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model discloses a be used for high pile pier steel-pipe pile construction location structure relates to construction positioner technical field. The positioning device comprises a positioning ring, wherein a floating barrel is arranged on the side surface of the positioning ring, a connecting barrel is arranged below the floating barrel, a positioning pile is arranged below the connecting barrel, a connecting ring is movably connected to the outer side of the positioning ring, a connecting rod is fixedly connected to the side surface of the connecting ring, the connecting ring is fixedly connected with the floating barrel through the connecting rod, a satellite positioning module is arranged inside the connecting rod, a water pump is arranged at the upper end of the floating barrel, and a drain pipe is fixedly connected to the output end of the water pump; fix the device overall position through setting up the spud to through the relative angle of adjustment go-between and holding ring, ensure that the holding ring is in the horizontality, guarantee that the steel-pipe pile can not receive factors such as wave in the work progress and influence, improve the stability of the construction of steel-pipe pile.

Description

Be used for high-pile wharf steel-pipe pile construction location structure
Technical Field
The utility model relates to a construction positioner technical field specifically is a be used for high pile pier steel-pipe pile construction location structure.
Background
The high-pile wharf is composed of an upper structure (pile platform or bearing platform), a pile foundation, a shore connection structure, a shore gate, wharf equipment and the like. The superstructure forms a quay surface and is integrally connected with the pile foundation, directly bears the vertical and horizontal loads acting on the quay surface, and transmits the loads to the pile foundation. The pile foundation is used for supporting the superstructure to transmit the load of superstructure and wharf face to the ground depths, also be favorable to firm bank slope simultaneously. The main function of the shore structure is to connect the pile platform with the land area of the port. High-pile wharfs are often used in soft soil conditions with low foundation strength.
In the prior art, in the construction process of a high-pile wharf, a steel pipe pile needs to be driven into a seabed, and due to tidal change and meteorological factors, the sea level continuously changes, and a positioning structure is needed to fix the construction position of the steel pipe pile.
SUMMERY OF THE UTILITY MODEL
In order to solve the above problem, the utility model provides a following technical scheme: a positioning structure for steel pipe pile construction of a high-pile wharf comprises a positioning ring, wherein a floating barrel is arranged on the side surface of the positioning ring, a connecting barrel is arranged below the floating barrel, and a positioning pile is arranged below the connecting barrel;
the outside swing joint of holding ring has the go-between, the side fixedly connected with connecting rod of go-between, the go-between passes through connecting rod and flotation pontoon fixed connection, the inside of connecting rod is provided with satellite positioning module, the upper end of flotation pontoon is provided with the water pump, the output fixedly connected with drain pipe of water pump, the input fixedly connected with drinking-water pipe of water pump, the lower extreme of drinking-water pipe is provided with adapter sleeve, the centre of connecting cylinder is provided with the connecting pipe, connect through the fixed hoop between flotation pontoon, connecting cylinder and the spud, the side of spud is provided with the water intaking valve, the upper end of spud is provided with the cavity, the inside of spud is provided with the pneumatic cylinder, the output of pneumatic cylinder is provided with driving motor, driving motor's output fixedly connected with positioning screw.
As a preferred technical scheme of the utility model, the bilateral symmetry of holding ring is provided with the connecting axle, the inside of connecting axle is provided with the deflection motor, the output of deflection motor extends to the connecting axle outside and fixedly connected with slider, the slide rail has been seted up to the inner wall of go-between, the inside of slide rail is provided with the tooth's socket, and the side of one of them slider is rotated and is connected with the gear, gear and tooth's socket meshing, the inside of gear is provided with in-wheel motor.
As a preferred technical scheme of the utility model, the satellite positioning module is based on big dipper satellite positioning system setting, the satellite positioning module is the same with the holding ring distance.
As an optimal technical scheme of the utility model, the inside of go-between is provided with the spirit level, the inside of go-between is provided with the controller, the controller is connected with deflection motor, gear, spirit level, water pump, water intaking valve, pneumatic cylinder and driving motor electricity.
As an optimal technical scheme of the utility model, flotation pontoon and connecting cylinder are hollow structure, drinking-water pipe and connecting pipe all set up in the centre of flotation pontoon and connecting cylinder and through the adapter sleeve intercommunication, the bottom of connecting pipe is provided with adapter sleeve equally.
As an optimized technical scheme of the utility model, cavity and water intaking valve intercommunication are provided with the intubate with adapter sleeve looks adaptation in the cavity.
As an optimal technical scheme of the utility model, the lower extreme of flotation pontoon, the both ends of connecting cylinder and the upper end of spud all are provided with the draw-in groove with fixed hoop looks adaptation, inside connecting cylinder and the cavity intercommunication of passing through of flotation pontoon.
Compared with the prior art, the utility model provides a be used for high-pile wharf steel-pipe pile construction location structure possesses following beneficial effect:
this a be used for high pile wharf steel-pipe pile construction location structure fixes device overall position through setting up the spud to through the relative angle of adjustment go-between and holding ring, ensure that the holding ring is in the horizontality, guarantee that the steel-pipe pile can not receive factors such as wave influence in the work progress, improve the stability of the construction of steel-pipe pile.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the positioning ring of the present invention;
fig. 3 is a schematic view of the structure of the float bowl of the present invention.
In the figure: 1. a positioning ring; 11. a connecting ring; 12. a connecting rod; 13. a satellite positioning module; 101. a connecting shaft; 102. a deflection motor; 103. a slider; 104. a slide rail; 105. a tooth socket; 106. a gear; 107. a level gauge; 108. a controller; 2. a float bowl; 21. a water pump; 22. a drain pipe; 23. a water pumping pipe; 24. connecting a sleeve; 25. a connecting pipe; 26. a fixing hoop; 3. a connecting cylinder; 31. a card slot; 4. positioning the pile; 41. a water inlet valve; 42. a cavity; 43. a hydraulic cylinder; 44. a drive motor; 45. positioning a screw rod; 46. and (4) inserting a tube.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the utility model discloses a positioning structure for steel pipe pile construction of high-pile wharf, which comprises a positioning ring 1, wherein a buoy 2 is arranged on the side surface of the positioning ring 1, a connecting cylinder 3 is arranged below the buoy 2, and a positioning pile 4 is arranged below the connecting cylinder 3;
the outside swing joint of holding ring 1 has go-between 11, the side fixedly connected with connecting rod 12 of go-between 11, go-between 11 passes through connecting rod 12 and flotation pontoon 2 fixed connection, the inside of connecting rod 12 is provided with satellite positioning module 13, the upper end of flotation pontoon 2 is provided with water pump 21, the output fixedly connected with drain pipe 22 of water pump 21, the input fixedly connected with drinking-water pipe 23 of water pump 21, the lower extreme of drinking-water pipe 23 is provided with adapter sleeve 24, the centre of connecting cylinder 3 is provided with connecting pipe 25, connect through fixing hoop 26 between flotation pontoon 2, connecting cylinder 3 and spud 4, the side of spud 4 is provided with water intaking valve 41, the upper end of spud 4 is provided with cavity 42, the inside of spud 4 is provided with pneumatic cylinder 43, the output of pneumatic cylinder 43 is provided with driving motor 44, the output end of the driving motor 44 is fixedly connected with a positioning screw 45.
Specifically, connecting shafts 101 are symmetrically arranged on two sides of the positioning ring 1, a deflection motor 102 is arranged inside the connecting shaft 101, an output end of the deflection motor 102 extends to the outer side of the connecting shaft 101 and is fixedly connected with a sliding block 103, a sliding rail 104 is arranged on the inner wall of the connecting ring 11, a tooth groove 105 is arranged inside the sliding rail 104, a gear 106 is rotatably connected to the side surface of one sliding block 103, the gear 106 is meshed with the tooth groove 105, and a hub motor is arranged inside the gear 106.
In this embodiment, holding ring 1 plays the positioning action to the rigid pipe stake, when the device is fixed on the seabed, the device must take place to cooperate outward, and rotation through gear 106 drives holding ring 1 and connecting axle 101 and takes place to rotate in go-between 11 to adjust the relative angle of holding ring 1 and go-between 11 through swing motor after rotating, thereby realize the omnidirectional angular adjustment to holding ring 1, guarantee holding ring 1's level.
Specifically, the satellite positioning module 13 is set based on a Beidou satellite positioning system, and the distance between the satellite positioning module 13 and the positioning ring 1 is the same.
In this embodiment, the satellite positioning module 13 is disposed in an equilateral triangle with the circular dots of the positioning ring 1 as the center, and the positioning data of the three satellite positioning modules 13 is used to measure and calculate the midpoint position of the positioning ring 1, so as to improve the positioning accuracy of the device, and meanwhile, the altitude data obtained by the three satellite positioning modules 13 are different, so that the inclination angle of the device can be obtained by measuring and calculating the altitude data, and a reference is provided for the angle adjustment of the positioning ring 1.
Specifically, a level 107 is arranged inside the connection ring 11, a controller 108 is arranged inside the connection ring 11, and the controller 108 is electrically connected with the deflection motor 102, the gear 106, the level 107, the water pump 21, the water inlet valve 41, the hydraulic cylinder 43 and the driving motor 44.
In this embodiment, the level meter 107 measures and calculates the inclination angle of the connection ring 11, so that the auxiliary controller 108 controls the working states of the deflection motor 102 and the gear 106 to adjust the horizontal state of the positioning ring 1.
Specifically, flotation pontoon 2 and connecting cylinder 3 are hollow structure, drinking-water pipe 23 and connecting pipe 25 all set up in the centre of flotation pontoon 2 and connecting cylinder 3 and communicate through adapter sleeve 24, the bottom of connecting pipe 25 is provided with adapter sleeve 24 equally.
In the embodiment, when the device is combined and connected, the whole height of the device is adjusted by adjusting the number of the connecting cylinders 3 so as to ensure that the upper end of the buoy 2 is positioned above the sea level, and meanwhile, the input end of the water pump 21 is extended into the positioning pile 4 by using the connecting pipe 25 so as to ensure that a large amount of seawater in the device can be discharged in the drainage process; the cavity 42 is communicated with the water inlet valve 41, and a cannula 46 matched with the connecting sleeve 24 is arranged in the cavity 42.
Specifically, the lower extreme of flotation pontoon 2, the both ends of connecting cylinder 3 and the upper end of spud 4 all are provided with the draw-in groove 31 with fixed hoop 26 looks adaptation, flotation pontoon 2 is inside to be passed through connecting cylinder 3 and cavity 42 intercommunication.
In the embodiment, the buoy 2, the connecting cylinder 3 and the positioning pile 4 are combined and connected through the fixing hoop 26, and the buoy 2, the connecting cylinder 3 and the cavity 42 are communicated with each other in space after combination and are used for injecting seawater to promote the device to sink.
The utility model discloses a theory of operation and use flow:
when the device is used, a certain number of connecting cylinders 3 are connected between the floating cylinder 2 and the positioning pile 4 according to the approximate depth of a construction position, the connecting cylinders 3 are fixed through the fixing hoop 26, the device is transported to a construction site and then positioned through the satellite positioning module 13, the water inlet valve 41 is opened, seawater enters the hollow structure formed by the cavity 42, the connecting cylinders 3 and the floating cylinder 2, the device sinks under the action of self gravity, when the bottom of the positioning pile 4 contacts the seabed, the water inlet valve 41 is closed, the hydraulic cylinder 43 and the driving motor 44 are started to drive the positioning screw 45 to move downwards while rotating, so that the positioning screw is bolted into the seabed, the position of the device is fixed, after the fixing is completed, the height positioning difference value and the data of the level meter 107 of the three satellite positioning modules 13 are used for obtaining the inclination angle of the device, the deflection motors 102 and the gears 106 on the two sides of the positioning ring 1 are used for adjusting the angle of the positioning ring 1, the steel pipe pile is inserted into the positioning ring 1 to perform construction work, and if necessary, the positioning ring 1 may be deflected to perform oblique piling work.
To sum up, this be used for high-pile wharf steel-pipe pile construction location structure fixes device overall position through setting up spud 4 to through the relative angle of adjustment go-between 11 and holding ring 1, ensure that holding ring 1 is in the horizontality, guarantee that the steel-pipe pile can not receive factor influences such as wave in the work progress, improve the stability of steel-pipe pile's construction.
It should be noted that, in this document, terms such as "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a be used for high pile pier steel-pipe pile to construct location structure, includes holding ring (1), its characterized in that: a buoy (2) is arranged on the side surface of the positioning ring (1), a connecting cylinder (3) is arranged below the buoy (2), and a positioning pile (4) is arranged below the connecting cylinder (3);
the outside swing joint of holding ring (1) has go-between (11), the side fixedly connected with connecting rod (12) of go-between (11), go-between (11) are through connecting rod (12) and flotation pontoon (2) fixed connection, the inside of connecting rod (12) is provided with satellite positioning module (13), the upper end of flotation pontoon (2) is provided with water pump (21), the output fixedly connected with drain pipe (22) of water pump (21), the input fixedly connected with drinking-water pipe (23) of water pump (21), the lower extreme of drinking-water pipe (23) is provided with connecting sleeve (24), the centre of connecting cylinder (3) is provided with connecting pipe (25), connect through fixed hoop (26) between flotation pontoon (2), connecting cylinder (3) and holding pile (4), the side of holding pile (4) is provided with water intaking valve (41), the utility model discloses a pile positioning device, including spud (4), the upper end of spud (4) is provided with cavity (42), the inside of spud (4) is provided with pneumatic cylinder (43), the output of pneumatic cylinder (43) is provided with driving motor (44), the output fixedly connected with positioning screw (45) of driving motor (44).
2. The positioning structure for the construction of the steel pipe pile on the high-pile wharf according to claim 1, characterized in that: the bilateral symmetry of holding ring (1) is provided with connecting axle (101), the inside of connecting axle (101) is provided with deflection motor (102), the output of deflection motor (102) extends to connecting axle (101) outside and fixedly connected with slider (103), slide rail (104) have been seted up to the inner wall of connecting ring (11), the inside of slide rail (104) is provided with tooth's socket (105), and the side of one of them slider (103) rotates and is connected with gear (106), gear (106) and tooth's socket (105) meshing, the inside of gear (106) is provided with in-wheel motor.
3. The positioning structure for the construction of the steel pipe pile on the high-pile wharf according to claim 1, characterized in that: the satellite positioning module (13) is arranged based on a Beidou satellite positioning system, and the distance between the satellite positioning module (13) and the positioning ring (1) is the same.
4. The positioning structure for the construction of the steel pipe pile on the high-pile wharf according to claim 1, characterized in that: the automatic water level measuring device is characterized in that a level meter (107) is arranged inside the connecting ring (11), a controller (108) is arranged inside the connecting ring (11), and the controller (108) is electrically connected with the deflection motor (102), the gear (106), the level meter (107), the water pump (21), the water inlet valve (41), the hydraulic cylinder (43) and the driving motor (44).
5. The positioning structure for the construction of the steel pipe pile on the high-pile wharf according to claim 1, characterized in that: buoy (2) and connecting cylinder (3) are hollow structure, drinking-water pipe (23) and connecting pipe (25) all set up in the centre of buoy (2) and connecting cylinder (3) and through adapter sleeve (24) intercommunication, the bottom of connecting pipe (25) is provided with adapter sleeve (24) equally.
6. The positioning structure for the construction of the steel pipe pile on the high-pile wharf according to claim 1, characterized in that: the cavity (42) is communicated with the water inlet valve (41), and a cannula (46) matched with the connecting sleeve (24) is arranged in the cavity (42).
7. The positioning structure for the construction of the steel pipe pile on the high-pile wharf according to claim 1, characterized in that: the lower extreme of flotation pontoon (2), the both ends of connecting cylinder (3) and the upper end of spud (4) all are provided with draw-in groove (31) with fixed hoop (26) looks adaptation, flotation pontoon (2) are inside to be passed through connecting cylinder (3) and cavity (42) intercommunication.
CN202121494653.1U 2021-07-02 2021-07-02 Be used for high-pile wharf steel-pipe pile construction location structure Active CN215052908U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121494653.1U CN215052908U (en) 2021-07-02 2021-07-02 Be used for high-pile wharf steel-pipe pile construction location structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121494653.1U CN215052908U (en) 2021-07-02 2021-07-02 Be used for high-pile wharf steel-pipe pile construction location structure

Publications (1)

Publication Number Publication Date
CN215052908U true CN215052908U (en) 2021-12-07

Family

ID=79226916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121494653.1U Active CN215052908U (en) 2021-07-02 2021-07-02 Be used for high-pile wharf steel-pipe pile construction location structure

Country Status (1)

Country Link
CN (1) CN215052908U (en)

Similar Documents

Publication Publication Date Title
US11448193B2 (en) Self-aligning to wind facing floating platform supporting multi-wind turbines and solar for wind and solar power generation and the construction method thereon
KR101044753B1 (en) Apparatus for correcting inclination of offshore wind power generation facility using internal compartment
EP2837554A1 (en) Partially floating marine platform for offshore wind-power, bridges and marine buildings, and construction method
WO2015028020A1 (en) Method of installing a foundation for an offshore wind turbine and a template for use herein
CN205653814U (en) Marine wind finding radar foundation structure of caisson type
CN105672195A (en) Underwater cutter-suction type dredging construction method for urban ecological river
ES2784658T3 (en) Gravity foundation for the installation of offshore wind turbines
CN200978412Y (en) Sinking-proof easy leveling and dismounting large-scale at-sea wind-electricity basal bearing platform
CN111502725B (en) Artificial island type middle well structure of submarine tunneling tunnel
US2657540A (en) Method of erecting and positioning marine structures
CN101200898A (en) Construction method of drilling pile base for bare rock and shallow overburden
CN102296629A (en) Tower-drum structure suitable for ocean engineering and installation method thereof
KR20110107888A (en) Construction method of the pier without the temporary dam in the sea or the river
KR101597705B1 (en) Verticality control testing device for suction base of offshore wind power
CN215052908U (en) Be used for high-pile wharf steel-pipe pile construction location structure
KR100786642B1 (en) A general purpose and multifunctional device for river hydrological observation
CN201915414U (en) Spliced steel box coefferdam
CN114232689B (en) Leveling method for immersed tube tunnel full-floating foundation bed
CN203486110U (en) Buoyant-tower-type ocean platform
CN106368217A (en) Overwater operation platform of wharf boat capable of being spliced and construction method of overwater operation platform
CN202164862U (en) Tower barrel type structure suitable for ocean engineering
CN105480386A (en) Overwater operation platform
CN206143774U (en) Can assemble landing stage waterborne operation platform
CN205935052U (en) Floating small -size pump station
CN209144736U (en) A kind of vertical breakwater that steel pipe sheet pile combines

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant