CN203361116U - Drilling construction platform - Google Patents
Drilling construction platform Download PDFInfo
- Publication number
- CN203361116U CN203361116U CN 201320336504 CN201320336504U CN203361116U CN 203361116 U CN203361116 U CN 203361116U CN 201320336504 CN201320336504 CN 201320336504 CN 201320336504 U CN201320336504 U CN 201320336504U CN 203361116 U CN203361116 U CN 203361116U
- Authority
- CN
- China
- Prior art keywords
- drilling construction
- construction platform
- barge
- platform
- anchoring system
- 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 - Lifetime
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000005553 drilling Methods 0.000 title claims abstract description 21
- 238000004873 anchoring Methods 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 231100000241 scar Toxicity 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000011435 rock Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 3
- 238000004080 punching Methods 0.000 description 2
- 206010008190 Cerebrovascular accident Diseases 0.000 description 1
- 208000006011 Stroke Diseases 0.000 description 1
- 238000004380 ashing Methods 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Images
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- Earth Drilling (AREA)
Abstract
The utility model provides a drilling construction platform, and relates to the field of bridge construction. The drilling construction platform achieves drilling of a river bed with naked rock surfaces and is applied to the river bed with naked and inclined rock surfaces. The drilling construction platform comprises an operation platform, a drill machine and a guide frame, wherein the drill machine is installed at the edge of the operation platform, the guide frame corresponds to a lateral surface, welded to the operation platform, of the drill machine, and the drill machine controls a drill bit of the drill machine to penetrate through the guide frame and carry out vertical impact.
Description
Technical field
The utility model relates to the bridge construction field, particularly a kind of drilling construction platform.
Technical background
In the water of building bridge, when trestle and operation platform, adopt the direct injection steel pipe pile of more solito to enter tectal job practices, be exposed intectate apoplexy ashing rock if run into riverbed more, and above-mentioned method is difficult to that steel pipe pile is effectively embedded to riverbed and carries out anchoring.
At present, a kind of can implant by pile tube method is by the pile tube stable anchorage, is holed in the position that this method need to be transferred pile tube on riverbed, so that the pile tube follow-up.Need a kind of drilling construction platform herein, realize being holed in the riverbed with exposed inclination scar.
The utility model content
In view of this, the utility model embodiment provides a kind of drilling construction platform, has realized being holed in the riverbed to having exposed inclination scar.
The utility model embodiment provides a kind of drilling construction platform, be applied to have the riverbed of exposed inclination scar, comprise operating platform, auger and leading truck, described auger is arranged on the edge of described operating platform, described leading truck is welded on the side of described operating platform corresponding to described auger, wherein, described auger is controlled its drill bit and is run through described leading truck and impact up and down.
Wherein, described operating platform comprises crane barge and anchoring system, and described anchoring system is positioned at described crane barge on the water surface to be holed.
Optionally, described operating platform comprises barge and anchoring system, and described anchoring system is positioned at described barge on the water surface to be holed.
Wherein, described anchoring system comprises at least one hoist engine, and described hoist engine is fixedly mounted on crane barge or barge.
Wherein, the weight that described drill bit is trapezoidal column, described weight is greater than the weight face of the water surface dorsad towards the face of the water surface.
Wherein, when the steel pipe pile that need to be 1110mm-1090mm by internal diameter is implanted the riverbed of exposed scar, described weight external diameter is 980-1050mm.
The drilling construction platform that the utility model embodiment provides, build in the riverbed with exposed scar, by coordinating of auger and leading truck, realized the punching to riverbed.
The accompanying drawing explanation
Figure 1 shows that the structural representation of the drilling construction platform that the utility model embodiment provides.
The specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Embodiment based in the utility model, those of ordinary skills are not making under the creative work prerequisite the every other embodiment obtained, and all belong to the scope of the utility model protection.
Figure 1 shows that the drilling construction platform that the utility model embodiment provides, be applied to have the riverbed of exposed inclination scar, comprise operating platform 11, auger 12 and leading truck 13, described auger 12 is arranged on the edge of described operating platform 11, described leading truck 13 is welded on the side of described operating platform 11 corresponding to described auger 12, wherein, described auger 12 is controlled its drill bits 121 and is run through described leading truck 13 and impact up and down.
In an embodiment of the present invention, described operating platform can comprise crane barge and anchoring system, and described anchoring system is positioned at described crane barge on the water surface to be holed.In another embodiment of the present invention, described operating platform comprises barge and anchoring system, and described anchoring system is positioned at described barge on the holed water surface.
In an embodiment of the present invention, described anchoring system comprises at least one hoist engine, and described hoist engine is fixedly mounted on crane barge or barge.
In an embodiment of the present invention, the weight that described drill bit is cross shape.
In an embodiment of the present invention, operating personnel choose the steel pipe pile that internal diameter is 1110mm-1090mm and are implanted, and when the steel pipe pile that need to be 1110mm-1090mm by internal diameter is implanted the riverbed of exposed scar, described weight external diameter is 980-1050mm.Preferably, the internal diameter of described steel pipe pile is 1100mm, and the weight external diameter is 1020mm.When choosing steel pipe pile and weight, need to consider that weight must put down the inside of steel pipe pile and weight into and must be able to hole out and plant the needed degree of depth of stake, and the needed cost of practical steel pipe pile, the thicker price of steel pipe pile is higher, utilize steel pipe pile and the weight of above-mentioned size, when guaranteeing the weight drilling depth, saved construction cost.
The drilling construction platform that the utility model embodiment provides, build in the riverbed with exposed scar, by coordinating of auger and leading truck, realized the punching to riverbed.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (6)
1. a drilling construction platform, it is characterized in that, be applied to there is the riverbed that exposed scar tilts, comprise operating platform, auger and leading truck, described auger is arranged on the edge of described operating platform, described leading truck is welded on the side of described operating platform corresponding to described auger, wherein, described auger is controlled its drill bit and run through described leading truck and impact up and down.
2. drilling construction platform according to claim 1, is characterized in that, described operating platform comprises crane barge and anchoring system, and described anchoring system is positioned at described crane barge on the water surface to be holed.
3. drilling construction platform according to claim 1, is characterized in that, described operating platform comprises barge and anchoring system, and described anchoring system is positioned at described barge on the water surface to be holed.
4. according to the described drilling construction platform of claim 2 or 3, it is characterized in that, described anchoring system comprises at least one hoist engine, and described hoist engine is fixedly mounted on crane barge or barge.
5. according to the described drilling construction platform of claim 1-3 any one, it is characterized in that the weight that described drill bit is cross shape.
6. drilling construction platform according to claim 5, is characterized in that, when the steel pipe pile that need to be 1110mm-1090mm by internal diameter is implanted the riverbed of exposed scar, described weight external diameter is 980-1050mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320336504 CN203361116U (en) | 2013-06-13 | 2013-06-13 | Drilling construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320336504 CN203361116U (en) | 2013-06-13 | 2013-06-13 | Drilling construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361116U true CN203361116U (en) | 2013-12-25 |
Family
ID=49808904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320336504 Expired - Lifetime CN203361116U (en) | 2013-06-13 | 2013-06-13 | Drilling construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203361116U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106394820A (en) * | 2016-10-20 | 2017-02-15 | 山河智能装备股份有限公司 | Island reef foundation construction platform |
| CN110306552A (en) * | 2019-04-30 | 2019-10-08 | 中国一冶集团有限公司 | The broken method of underwater hard layer |
-
2013
- 2013-06-13 CN CN 201320336504 patent/CN203361116U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106394820A (en) * | 2016-10-20 | 2017-02-15 | 山河智能装备股份有限公司 | Island reef foundation construction platform |
| CN110306552A (en) * | 2019-04-30 | 2019-10-08 | 中国一冶集团有限公司 | The broken method of underwater hard layer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131225 |