CN2892966Y - Drill hole pile bulkhead plate - Google Patents
Drill hole pile bulkhead plate Download PDFInfo
- Publication number
- CN2892966Y CN2892966Y CN 200620070487 CN200620070487U CN2892966Y CN 2892966 Y CN2892966 Y CN 2892966Y CN 200620070487 CN200620070487 CN 200620070487 CN 200620070487 U CN200620070487 U CN 200620070487U CN 2892966 Y CN2892966 Y CN 2892966Y
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- boards
- trapezoid
- model
- lock
- utility
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- Expired - Fee Related
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Abstract
The utility model discloses a bored pile baseboard which includes a trapezoid box boards. An external box board and an internal box board are separately arranged at the long side and the short side of the trapezoid. A riser is arranged at the middle of the trapezoid. Two box girder boards are arranged at the two sides of the trapezoid. A lock spindle and a matched lock hole are separately arranged on the two box girder boards. Connecting the lock spindles and lock holes can form a round-type or a line-type shoring device which replaces slurry walls without pollution. The utility model is small in size and can be easily installed, disassembled and recycled, and can be used as the shoring of the hole wall of fundamental boring construction of civil engineering building, such as various bridges, architectures, irrigation and electricity and wharfs and so on. The utility model also can be singly or compoundly applied as instrumental facility in temporary projects for shoring the pickets, poles, girders, boards, staging, platforms, material storehouses, model panels, excavations of foundation pits and cofferdams.
Description
Technical field
The utility model relates to a kind of suspension device that is used for the drill hole wall of civil engineering work thing basis drilled pile construction.
Background technology
The known suspension device that is used for civil engineering work thing basis drilled pile construction hole wall is generally circular short steel casing and long steel casing, during use, short steel casing adopts borehole to bury underground or sinks down into 2 meters or projected depth below the aperture with the vibro driver vibrations, adopts mud off to scar one sector hole wall at the bottom of the casing.Long steel casing then sinks down into scar from the aperture.
Short steel casing needs mud off, the hole undergauge that easily collapses in the soft geology, and the pore-forming difficulty, mud emission produces and pollutes, and boring end scarfing cinder is difficult for.Long steel casing need sink with earth drill, its footpath and long being restricted of stake.Short steel casing and long steel casing all adopt overall structure, and volume is big, are not easy to install, dismantle and reuse.
Summary of the invention
The purpose of this utility model is that a kind of installation, dismounting and reusable drilled pile skirting board be convenient to will be provided.
The purpose of this utility model is achieved in that this skirting board comprises boxboard, boxboard is trapezoidal, trapezoidal long limit is provided with the outer container wallboard, trapezoidal minor face is provided with the internal box wall plate, trapezoidal centre is provided with riser, and trapezoidal both sides are provided with the case web, and the case web of a side is provided with lock shaft, the case web of opposite side is provided with fore shaft, and shape adapts in lock shaft profile and the fore shaft.
Of the present utility modelly be shaped as trapezoidally, the case web of a side is provided with lock shaft, and the case web of opposite side is provided with fore shaft, and shape adapts in lock shaft profile and the fore shaft.Utilize lock shaft and fore shaft the polylith skirting board can be connected to a circular or linear suspension device, do not need mud off, pollution-free.Volume is little, is easy to make, and is convenient to install, dismantles and reuses.Can be used for the supporting of civil engineering work thing basis drilling construction hole walls such as all kinds of bridges, building, water conservancy and hydropower, sea, river harbour.Also can be used as instrument equipment, be used for stake, post, beam, plate, construction pin hand, platform, feed bin, mould plate and the supporting of excavation of foundation pit retaining earth fill cofferdam of temporary works with single-piece or composite member.
Description of drawings
Fig. 1 is the structural representation of an embodiment of the present utility model.Fig. 2 is a kind of user mode schematic diagram of Fig. 1.
Fig. 3 is the another kind of user mode schematic diagram of Fig. 1.
1. lock shafts among the figure, 2. fore shaft, 3. outer container wallboard, 4. internal box wall plate, 5. case web, 6. riser, 7. flat board.
The specific embodiment
In Fig. 1, boxboard is trapezoidal.Trapezoidal long limit is provided with outer container wallboard 3, and trapezoidal minor face is provided with internal box wall plate 4.Trapezoidal centre is provided with riser 6, and trapezoidal both sides are provided with case web 5.The case web 5 in left side is provided with two lock shafts 1, and the case web 5 on right side is provided with two fore shafts 2.Shape is circular in lock shaft 1 profile and the fore shaft 2.
In Fig. 2,, can connect into the annular suspension device with the adjacent lock shaft 1 of the polylith skirting boards all arranged in the same way and fore shaft 2 snap close mutually.
In Fig. 3,, can connect into the linear suspension device with the adjacent lock shaft 1 of the one anti-one polylith skirting board of just arranging and fore shaft 2 snap close mutually.
Claims (1)
1. drilled pile skirting board, it is characterized in that this skirting board comprises boxboard, boxboard is trapezoidal, trapezoidal long limit is provided with the outer container wallboard, and trapezoidal minor face is provided with the internal box wall plate, and trapezoidal centre is provided with riser, trapezoidal both sides are provided with the case web, the case web of one side is provided with lock shaft, and the case web of opposite side is provided with fore shaft, and shape adapts in lock shaft profile and the fore shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620070487 CN2892966Y (en) | 2006-03-15 | 2006-03-15 | Drill hole pile bulkhead plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620070487 CN2892966Y (en) | 2006-03-15 | 2006-03-15 | Drill hole pile bulkhead plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2892966Y true CN2892966Y (en) | 2007-04-25 |
Family
ID=38061131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620070487 Expired - Fee Related CN2892966Y (en) | 2006-03-15 | 2006-03-15 | Drill hole pile bulkhead plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2892966Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485330A (en) * | 2013-10-17 | 2014-01-01 | 江苏省交通规划设计院股份有限公司 | Composite sheet pile |
| CN105239568A (en) * | 2015-10-23 | 2016-01-13 | 中建一局集团建设发展有限公司 | Self-stabilizing type fast connecting dado steel formwork for construction of super-large diameter engineering pile |
-
2006
- 2006-03-15 CN CN 200620070487 patent/CN2892966Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485330A (en) * | 2013-10-17 | 2014-01-01 | 江苏省交通规划设计院股份有限公司 | Composite sheet pile |
| CN105239568A (en) * | 2015-10-23 | 2016-01-13 | 中建一局集团建设发展有限公司 | Self-stabilizing type fast connecting dado steel formwork for construction of super-large diameter engineering pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070425 |