CN205676895U - A kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck - Google Patents
A kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck Download PDFInfo
- Publication number
- CN205676895U CN205676895U CN201620448224.3U CN201620448224U CN205676895U CN 205676895 U CN205676895 U CN 205676895U CN 201620448224 U CN201620448224 U CN 201620448224U CN 205676895 U CN205676895 U CN 205676895U
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- China
- Prior art keywords
- crossbeam
- leading truck
- pool
- foundation construction
- positioning cards
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- 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
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model provides a kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck, it includes the located lateral crossbeam being arranged in parallel, it is installed with longitudinal register crossbeam on described located lateral crossbeam, described located lateral crossbeam and the combination of longitudinal register crossbeam form groined type located space after installing, and described groined type located space positioned internal is placed with steel pile casting.Especially solve the slow pool Construction of Deep-water Pile great diameter and long steel pile casting positioning construction less than 0.5m/s for the water velocity.
Description
Technical field
The utility model relates to a kind of steel pile casting leading truck, delays pool Construction of Deep-water Pile major diameter particularly to one
Steel pile casting leading truck.
Background technology
Construction of Deep-water Pile Large-diameter Steel casing has overlength, the feature such as overweight, and the location and installation of steel pile casting should expire
The perpendicularity of foot steel pile casting is installed to the depth specified again.As emphasis and the difficult point of Construction of Deep-water Pile, water king-pile
Base construction steel casing is installed generally by means of the leading truck making, and the method being carried out inserted to play by vibration hammer vibration loading is completed,
Leading truck used by the method is usually frame-type structure, is primarily due to carry out school by the perpendicularity to steel pile casting for the upper and lower frames cross bar
Just, but for the pile foundation more than 20m for the depth of water, leading truck used by the method is used to require more than 10m, leading truck in work progress
Installing displacement extremely complex, this results in construction cost and strengthens, and construction extremely inconvenience.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of deepwater Pile Foundation Construction leading truck, especially solves
The slow pool Construction of Deep-water Pile great diameter and long steel pile casting positioning construction less than 0.5m/s for the water velocity.
In order to realize above-mentioned technical characteristic, the purpose of this utility model is achieved in that a kind of slow pool deep water base
Plinth construction Large-diameter Steel casing leading truck, it includes the located lateral crossbeam being arranged in parallel, solid on described located lateral crossbeam
Dingan County forms groined type positioning equipped with longitudinal register crossbeam, described located lateral crossbeam and the combination of longitudinal register crossbeam after installing
Space, described groined type located space positioned internal is placed with steel pile casting.
The two sides that the outer wall of described steel pile casting contacts with located lateral crossbeam be installed with a positioning cards and
No. three positioning cards.
The two sides that the outer wall of described steel pile casting contacts with longitudinal register crossbeam be installed with No. two positioning cards and
No. four positioning cards.
The diameter 2-4mm becoming greater than steel pile casting of described groined type located space.
Described longitudinal register crossbeam and located lateral crossbeam all use I-steel material to make, the fixing connection between crossbeam
Welding or bolt connecting mode is used to fix.
A described positioning cards, No. three positioning cards, No. two positioning cards and No. four positioning cards all use thickness big
Making in the steel plate materials of 15mm, all having certain flexibility, its top is opening-like.
The utility model has the advantages that:
The one that the utility model provides delays pool deepwater Pile Foundation Construction leading truck, utilizes slow pool water impact pair
Casing transfers the less favorable factor of the impact of perpendicularity, and self gravitation when relying on firm casing to transfer, by positioning cards specification
Casing transfers track, thus meets the requirement that slow pool deepwater foundation construction steel pile casting transfers perpendicularity, and the utility model is tied
Structure is simple, easy for installation, accurate positioning, reusable, has saved production cost, has improved slow pool Construction of Deep-water Pile work
Skill and method, improve economic benefit and construction speed.
Brief description
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is overall structure schematic diagram of the present utility model.
In figure: steel pile casting the 1st, No. two positioning cards the 2nd, longitudinal register crossbeam the 3rd, located lateral crossbeam the 4th, No. three positioning cards are the 5th,
Number positioning cards the 6th, No. four positioning cards the 7th, a groined type located space 8.
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiment of the present utility model is described further.
Seeing Fig. 1, a kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck, it includes the horizontal stroke being arranged in parallel
To positioning crossbeam 4, described located lateral crossbeam 4 is installed with longitudinal register crossbeam 3, described located lateral crossbeam 4 and vertical
Forming groined type located space 8 after positioning crossbeam 3 combination is installed, described groined type located space 8 positioned internal is placed with
Steel pile casting 1.Form groined type located space 8 by longitudinal register crossbeam 3 and located lateral crossbeam 4 to carry out steel pile casting 1
Effective positioning.
Further, the two sides that the outer wall of described steel pile casting 1 contacts with located lateral crossbeam 4 are installed with No. one
Positioning cards 6 and No. three positioning cards 5.The effect of guiding can be played by two positioning cards, facilitate the guiding of steel pile casting 1
Transfer.
Further, the two sides that the outer wall of described steel pile casting 1 contacts with longitudinal register crossbeam 3 are installed with No. two
Positioning cards 2 and No. four positioning cards 7.The effect of guiding can be played by two positioning cards, facilitate the guiding of steel pile casting 1
Transfer.
Further, the diameter 2-4mm becoming greater than steel pile casting 1 of described groined type located space 8.Use somewhat big
Aperture ensure that the normal lower section of steel pile casting 1.
Further, described longitudinal register crossbeam 3 and located lateral crossbeam 4 all use I-steel material to make, crossbeam it
Between fixing be connected by welding or bolt connecting mode fix.Above-mentioned fixed form is used to improve bonding strength.
Further, a described positioning cards the 6th, No. three positioning cards the 5th, No. two positioning cards 2 and No. four positioning cards 7
All using the steel plate materials more than 15mm for the thickness to make, all having certain flexibility, its top is opening-like.By bigger
Opening shape can facilitate putting into of steel pile casting 1, and then improves operating efficiency.
Use of the present utility model and work progress are as follows:
In actual use, leading truck coordinates crane lifting, and vibration hammer inserted to play method uses, and first vibration hammer is by steel pile casting
Winching in leading truck, automatically adjusting perpendicularity by steel pile casting self gravitation, when slightly deflection, locator card sector-meeting is stuck causes
Casing cannot transfer, ensure that steel pile casting vertical drop is installed with this.
The above embodiments are only optimal technical scheme of the present utility model, and are not construed as limit of the present utility model
System, the technical scheme that protection domain of the present utility model should be recorded with claim, including the technical scheme that claim is recorded
The equivalents of middle technical characteristic is protection domain.Equivalent i.e. within this range is improved, also at the utility model
Protection domain within.
Claims (7)
1. a slow pool deepwater foundation construction Large-diameter Steel casing leading truck, it is characterised in that: it includes being arranged in parallel
Located lateral crossbeam (4), described located lateral crossbeam (4) is installed with longitudinal register crossbeam (3), and described located lateral is horizontal
Beam (4) and longitudinal register crossbeam (3) combination form groined type located space (8), described groined type located space (8) after installing
Positioned internal is placed with steel pile casting (1).
2. one delays pool deepwater foundation construction Large-diameter Steel casing leading truck according to claim 1, it is characterised in that:
The two sides that the outer wall of described steel pile casting (1) contacts with located lateral crossbeam (4) be installed with a positioning cards (6) and
No. three positioning cards (5).
3. one delays pool deepwater foundation construction Large-diameter Steel casing leading truck according to claim 1, it is characterised in that:
The two sides that the outer wall of described steel pile casting (1) contacts with longitudinal register crossbeam (3) be installed with No. two positioning cards (2) and
No. four positioning cards (7).
4. one delays pool deepwater foundation construction Large-diameter Steel casing leading truck according to claim 1, it is characterised in that:
The diameter 2-4mm becoming greater than steel pile casting (1) of described groined type located space (8).
5. one delays pool deepwater foundation construction Large-diameter Steel casing leading truck according to claim 1, it is characterised in that:
Described longitudinal register crossbeam (3) and located lateral crossbeam (4) all use I-steel material to make, and the fixing connection between crossbeam is adopted
Fixed by welding or bolt connecting mode.
6. one delays pool deepwater foundation construction Large-diameter Steel casing leading truck according to claim 2, it is characterised in that:
A described positioning cards (6) and No. three positioning cards (5) all use the steel plate materials more than 15mm for the thickness to make, and all have one
Fixed flexibility, its top is opening-like.
7. one delays pool deepwater foundation construction Large-diameter Steel casing leading truck according to claim 3, it is characterised in that:
Described No. two positioning cards (2) and No. four positioning cards (7) all use the steel plate materials more than 15mm for the thickness to make, and all have one
Fixed flexibility, its top is opening-like.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620448224.3U CN205676895U (en) | 2016-05-17 | 2016-05-17 | A kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620448224.3U CN205676895U (en) | 2016-05-17 | 2016-05-17 | A kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205676895U true CN205676895U (en) | 2016-11-09 |
Family
ID=57436800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620448224.3U Expired - Fee Related CN205676895U (en) | 2016-05-17 | 2016-05-17 | A kind of slow pool deepwater foundation construction Large-diameter Steel casing leading truck |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205676895U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440762A (en) * | 2018-11-14 | 2019-03-08 | 浙江景昌建设有限公司 | A kind of construction method of drainage pumping plant bored concrete pile |
| CN111663892A (en) * | 2020-05-05 | 2020-09-15 | 江西省地质工程(集团)公司 | Rock-socketed inclined pile impact drilling pile-forming construction process |
| CN112681319A (en) * | 2020-12-16 | 2021-04-20 | 上海建工四建集团有限公司 | # -shaped beam for controlling perpendicularity of inserting and driving steel pipe piles and construction method |
-
2016
- 2016-05-17 CN CN201620448224.3U patent/CN205676895U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440762A (en) * | 2018-11-14 | 2019-03-08 | 浙江景昌建设有限公司 | A kind of construction method of drainage pumping plant bored concrete pile |
| CN109440762B (en) * | 2018-11-14 | 2020-10-16 | 浙江景昌建设有限公司 | Construction method of filling pile for drainage pump station |
| CN111663892A (en) * | 2020-05-05 | 2020-09-15 | 江西省地质工程(集团)公司 | Rock-socketed inclined pile impact drilling pile-forming construction process |
| CN112681319A (en) * | 2020-12-16 | 2021-04-20 | 上海建工四建集团有限公司 | # -shaped beam for controlling perpendicularity of inserting and driving steel pipe piles and construction method |
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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: 20161109 Termination date: 20210517 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |