CN203808072U - Deep water area pile inserting positioning device - Google Patents
Deep water area pile inserting positioning device Download PDFInfo
- Publication number
- CN203808072U CN203808072U CN201420061394.7U CN201420061394U CN203808072U CN 203808072 U CN203808072 U CN 203808072U CN 201420061394 U CN201420061394 U CN 201420061394U CN 203808072 U CN203808072 U CN 203808072U
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- locating slot
- insertion tube
- location
- plate
- cylinder
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Abstract
A deep water area pile inserting positioning device comprises a bearing drum module and an insertion drum module which are of the same structure and correspond to each other up and down. The bearing drum module comprises a vertically arranged bearing drum, the insertion drum module comprises a vertically arranged insertion drum, the insertion drum is inserted in the bearing drum, a lifting chain is arranged between the insertion drum and the bearing drum, and the upper portion of the insertion drum is provided with a height limiting structure. The deep water area pile inserting positioning device is novel in design and simple in structure, positioning and pile insertion can be performed in water quickly, the impact effect on piles caused by water flow is avoided, the piles are vertically inserted in a river bed, pile spaces between the adjacent piles are equal, and all the piles are in a straight line.
Description
Technical field
The utility model belongs to piling Technology field, relates in particular to a kind of profundal zone pitching pile positioner.
Background technology
At present, for the research of location technology, mainly contain following several, one, traditional location technology is with transit or total powerstation forward intersection location; Its two, GPS RTK measuring technique, is one and has round-the-clock, remote, high efficiency location technology; Its three, acoustic positioning system; Its four, laser optical method; Be widely used in addition in addition the wireless communication technology of indoor positioning, Zigbee technology.But these technology have the different occasions of its adaptation, and efficiency is relatively low.
For carry out pitching pile construction operation in profundal zone, adopt above-mentioned location technology to guarantee pilespacing and make all piles in alignment, all there is the defect that locating effect is poor, location efficiency is low.And the discharge of profundal zone is larger, pitching pile can produce deflection, and the verticality of single stake can not be guaranteed.
Utility model content
The utility model is in order to solve weak point of the prior art, provides that a kind of convenient operation, good positioning effect, location efficiency are high, the profundal zone pitching pile positioner of bonding pile verticality.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: profundal zone pitching pile positioner, what comprise the identical and upper and lower correspondence of structure holds cartridge module and insertion tube assembly, hold the cylinder that holds that cartridge module comprises vertical setting, insertion tube assembly comprises the insertion tube of vertical setting, insertion tube is plugged in holds in cylinder, insertion tube and hold between cylinder and be provided with chain sling, and insertion tube top is provided with limit for height structure.
The described cartridge module that holds also comprises at least two lower location-plates, insertion tube assembly also comprises at least two upper location-plates, lower location-plate and the equal bending of upper location-plate form the first locating slot of upper and lower correspondence, the second locating slot and the 3rd locating slot, the first locating slot, being centered close on same straight line of the second locating slot and the 3rd locating slot, wherein the first locating slot and the 3rd locating slot opening are towards identical and equal semicircular in shape structure, the cylinder that holds that holds cartridge module is fixedly located in the 3rd locating slot of lower location-plate, and the insertion tube of insertion tube assembly is fixedly located in the 3rd locating slot of location-plate.
Between described lower location-plate, at the first locating slot inwall place, be provided with lower connecting rod, between upper location-plate, at the first locating slot inwall place, be provided with upper connecting rod.
Between described lower location-plate, at the second locating slot inwall place, be provided with lower bolster, between upper location-plate, at the second locating slot inwall place, be provided with upper padding plate.
Both sides, described insertion tube top are provided with a gripper shoe by bolt respectively, gripper shoe is provided with along vertical uniform installing hole, the installing hole of gripper shoe upper end has been bolted horizontally disposed top board, on top board, directly over being positioned at the first locating slot and the second locating slot, is respectively equipped with a positioning disk.
Adopt technique scheme, the utility model adopts following principle: while carrying out pitching pile construction in profundal zone, need pile foundation identical along straight line and adjacent two s' distance, need to using the stake that existed as with reference to standard while therefore locating.First hypothesis is utilized traditional localization method (as total powerstation) and pile pitching method (boring pitching pile), according to technical requirements, by bank beach, to middle of the river direction, inserts at least two piles.According to the axiom of 3 definite straight lines, rely on two piles can guarantee that pitching pile direction Yu Zhuanba center is consistent.
On ground, in advance insertion tube is inserted into and is held in cylinder, and by chain sling by insertion tube with hold cylinder and be connected, chain sling plays the effect hold cartridge module of hanging.Lifting appliance lifting insertion tube assembly, along two default skirt piles (pile tube of accomplishing fluently in advance in bank or shallow water, lower same) to transferring, after certain position, is used set bolt that two positioning disks are fixedly installed on the end face of two skirt piles that plug in advance.So just can in holding cylinder and insertion tube, carry out pitching pile operation, not only can determine and treat pitching pile position, can also remove the percussion of current to stake, thereby the error of perpendicularity that reduces stake has been avoided the impact of current, stake is sunk in holding cylinder and insertion tube, holds cylinder and insertion tube and has reduced current or intercepted current.Thereby realize hold cylinder vertical in skirt piles advance side water with insertion tube, stablize placement, the pile tube that construction need to be assigned in there is no the steel casing of horizontal flow velocity waters sinking to riverbed.
Hold cylinder and insertion tube and be inserted into the link position that the undersurface degree of depth can pass through to regulate installing hole in top board and gripper shoe.
The utility model is novel in design, simple in structure, can in water, locate fast pitching pile, and avoid the percussion of current to stake, keeps the vertical riverbed that inserts of stake, guarantees that adjacent studs is apart from equating and making all piles in alignment.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the left view of Fig. 1.
The specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, profundal zone of the present utility model pitching pile positioner, what comprise the identical and upper and lower correspondence of structure holds cartridge module and insertion tube assembly, hold cartridge module comprise vertical setting hold cylinder 1, insertion tube assembly comprises the insertion tube 2 of vertical setting, insertion tube 2 is plugged in holds in cylinder 1, insertion tube 2 and hold cylinder and be provided with chain sling 3 between 1, and insertion tube 2 tops are provided with limit for height structure.
Hold cylinder 1 assembly and also comprise at least two lower location-plates 4, insertion tube 2 assemblies also comprise at least two upper location-plates 5, lower location-plate 4 and the equal bending of upper location-plate 5 form the first locating slot 6 of upper and lower correspondence, the second locating slot 7 and the 3rd locating slot 8, the first locating slot 6, being centered close on same straight line of the second locating slot 7 and the 3rd locating slot 8, wherein the first locating slot 6 and the 3rd locating slot 8 openings are towards identical and equal semicircular in shape structure, the cylinder 1 that holds that holds cylinder 1 assembly is fixedly located in the 3rd locating slot 8 of lower location-plate 4, the insertion tube 2 of insertion tube 2 assemblies is fixedly located in the 3rd locating slot 8 of location-plate 5.
Between lower location-plate 4, at the first locating slot 6 inwall places, be provided with lower connecting rod 9, between upper location-plate 5, at the first locating slot 6 inwall places, be provided with upper connecting rod 10.
Between lower location-plate 4, at the second locating slot 7 inwall places, be provided with lower bolster 11, between upper location-plate 5, at the second locating slot 7 inwall places, be provided with upper padding plate 12.
Insertion tube 2 both sides, top are provided with a gripper shoe 13 by bolt respectively, gripper shoe 13 is provided with along vertical uniform installing hole 14, the installing hole 14 of gripper shoe 13 upper ends has been bolted horizontally disposed top board 15, on top board 15, directly over being positioned at the first locating slot 6 and the second locating slot 7, is respectively equipped with a positioning disk 16.
The utility model adopts following principle: in profundal zone, carry out pitching pile when construction, need pile foundation identical along straight line and adjacent two s' distance, need to using the stake that existed as with reference to standard while therefore locating.First hypothesis is utilized traditional localization method (as total powerstation) and pile pitching method (boring pitching pile), according to technical requirements, by bank beach, to middle of the river direction, inserts at least two piles.According to the axiom of 3 definite straight lines, rely on two piles can guarantee that pitching pile direction Yu Zhuanba center is consistent.
On ground, insertion tube 2 is inserted into holds in cylinder 1 in advance, and by chain sling 3 by insertion tube 2 with hold cylinder and 1 is connected, chain sling 3 plays the effect of holding 1 assembly of hanging.Lifting appliance lifting insertion tube 2 assemblies, along two default skirt piles (pile tube of accomplishing fluently in advance in bank or shallow water, lower same) to transferring, after certain position, are used set bolt that two positioning disks 16 are fixedly installed on the end face of two skirt piles that plug in advance.So just can in holding cylinder 1 and insertion tube 2, carry out pitching pile operation, not only can determine and treat pitching pile position, can also remove the percussion of current to stake, thereby the error of perpendicularity that reduces stake has been avoided the impact of current, stake is sunk in holding cylinder 1 and insertion tube 2, holds cylinder 1 and insertion tube 2 and has reduced current or intercepted current.Thereby realize, hold vertical in skirt piles advance side water with insertion tube 2, the stable placement of cylinder 1, the pile tube that construction need to be assigned in there is no the steel casing of horizontal flow velocity waters sinking to riverbed.
Hold cylinder 1 and insertion tube 2 and be inserted into the link position that the undersurface degree of depth can pass through to regulate installing hole 14 in top board 15 and gripper shoe 13.
Above-described embodiment is not done any pro forma restriction to shape of the present utility model, material, structure etc.; any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all belong to the protection domain of technical solutions of the utility model.
Claims (5)
1. profundal zone pitching pile positioner, it is characterized in that: what comprise the identical and upper and lower correspondence of structure holds cartridge module and insertion tube assembly, hold the cylinder that holds that cartridge module comprises vertical setting, insertion tube assembly comprises the insertion tube of vertical setting, insertion tube is plugged in holds in cylinder, insertion tube and hold between cylinder and be provided with chain sling, insertion tube top is provided with limit for height structure.
2. profundal zone according to claim 1 pitching pile positioner, it is characterized in that: described in hold cartridge module and also comprise at least two lower location-plates, insertion tube assembly also comprises at least two upper location-plates, lower location-plate and the equal bending of upper location-plate form the first locating slot of upper and lower correspondence, the second locating slot and the 3rd locating slot, the first locating slot, being centered close on same straight line of the second locating slot and the 3rd locating slot, wherein the first locating slot and the 3rd locating slot opening are towards identical and equal semicircular in shape structure, the cylinder that holds that holds cartridge module is fixedly located in the 3rd locating slot of lower location-plate, the insertion tube of insertion tube assembly is fixedly located in the 3rd locating slot of location-plate.
3. profundal zone according to claim 2 pitching pile positioner, is characterized in that: between described lower location-plate, at the first locating slot inwall place, be provided with lower connecting rod, between upper location-plate, at the first locating slot inwall place, be provided with upper connecting rod.
4. profundal zone according to claim 2 pitching pile positioner, is characterized in that: between described lower location-plate, at the second locating slot inwall place, be provided with lower bolster, between upper location-plate, at the second locating slot inwall place, be provided with upper padding plate.
5. according to the profundal zone pitching pile positioner described in claim 2 or 3 or 4, it is characterized in that: both sides, described insertion tube top are provided with a gripper shoe by bolt respectively, gripper shoe is provided with along vertical uniform installing hole, the installing hole of gripper shoe upper end has been bolted horizontally disposed top board, on top board, directly over being positioned at the first locating slot and the second locating slot, is respectively equipped with a positioning disk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420061394.7U CN203808072U (en) | 2014-02-11 | 2014-02-11 | Deep water area pile inserting positioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420061394.7U CN203808072U (en) | 2014-02-11 | 2014-02-11 | Deep water area pile inserting positioning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203808072U true CN203808072U (en) | 2014-09-03 |
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ID=51446852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420061394.7U Expired - Fee Related CN203808072U (en) | 2014-02-11 | 2014-02-11 | Deep water area pile inserting positioning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203808072U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951628A (en) * | 2018-09-14 | 2018-12-07 | 江苏华西村海洋工程服务有限公司 | Jacket pile pipe pitching pile technique |
| CN109281328A (en) * | 2018-11-14 | 2019-01-29 | 中国十九冶集团有限公司 | The accurate construction method of steel cofferdam guide pile |
-
2014
- 2014-02-11 CN CN201420061394.7U patent/CN203808072U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951628A (en) * | 2018-09-14 | 2018-12-07 | 江苏华西村海洋工程服务有限公司 | Jacket pile pipe pitching pile technique |
| CN109281328A (en) * | 2018-11-14 | 2019-01-29 | 中国十九冶集团有限公司 | The accurate construction method of steel cofferdam guide pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140903 Termination date: 20150211 |
|
| EXPY | Termination of patent right or utility model |