CN202247893U - Novel steel sheet pile - Google Patents
Novel steel sheet pile Download PDFInfo
- Publication number
- CN202247893U CN202247893U CN2011202965519U CN201120296551U CN202247893U CN 202247893 U CN202247893 U CN 202247893U CN 2011202965519 U CN2011202965519 U CN 2011202965519U CN 201120296551 U CN201120296551 U CN 201120296551U CN 202247893 U CN202247893 U CN 202247893U
- Authority
- CN
- China
- Prior art keywords
- supply pipe
- air supply
- sheet pile
- steel sheet
- steel plate
- 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 - Fee Related
Links
Images
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a novel steel sheet pile which is characterized by comprising a water supply pipe and an air supply pipe. Both the water supply pipe and the air supply pipe are vertically fixed downwards in grooves at the inner side of the steel sheet pile. A fixing steel plate is installed in the grooves at the inner side of the steel sheet pile. The water supply pipe and the air supply pipe are fixed in the grooves by the fixing steel plate. The water supply pipe and the air supply pipe are circular pipes with cone-shaped lower ends. The water supply pipe and the air supply pipe are arranged in parallel. A water supply hose connected with a water pump is installed at the upper end of the water supply pipe, and an air supply hose connected with an air compressor is installed at the upper end of the air supply pipe. In the novel steel sheet pile, high-pressure air and water are respectively introduced through the water supply pipe and the air supply pipe installed at the inner side of the steel sheet pile to disperse cobbles by water and carry the cobbles out by forming a lot of bubbles in the water by the high-pressure air so as to generate larger upward buoyancy.
Description
Technical field
The utility model relates to a kind of new type of steel plate stake.
Background technology
Steel sheet-pile cofferdam is the temporary structure of building and bridge foundation construction, and setting of steel sheet pile is directly to adopt vibration hammer to insert to beat, and when running into bigger cobble, is difficult to insert and gets to design elevation, wastes time and energy, and incured loss through delay the progress of construction.
The utility model content
The utility model technical problem to be solved provides a kind of new type of steel plate stake, has solved the problems referred to above.
The utility model technical problem to be solved realizes through following technical scheme:
A kind of new type of steel plate stake is characterized in that: comprise feed pipe and air supply pipe, said feed pipe and air supply pipe all are fixed in the inboard groove of steel sheet pile straight down.Said steel sheet pile cross section is
shape, and the outer end of dual-side outwards bends.It is rectangular-shaped that the pile crown of said steel sheet pile is isosceles.
In the said steel sheet pile inboard groove fixation steel plate is installed, said feed pipe and air supply pipe are fixed in the groove through this fixation steel plate.
Said feed pipe and air supply pipe are the lower end and are cone shape pipe.
Said feed pipe and air supply pipe laterally arrange.
Said feed pipe upper end is equipped with the water supply hose of water pump.
Said air supply pipe upper end is equipped with the air supply hose that is connected with air compressor machine.
The beneficial effect of the utility model:
The utility model has passed through in the steel sheet pile installed inside tracheae and water pipe, and logical respectively gases at high pressure and water break up cobble through water, in water, form a large amount of bubbles through high pressure gas, cause producing bigger buoyancy upwards, and cobble is carried out.
Description of drawings
Fig. 1 the utility model structural representation
Fig. 2 the utility model vertical view
As shown in the figure, 1-steel sheet pile, 2-feed pipe, 3-air supply pipe, 4-fixation steel plate, 5-water supply hose, 6-air supply hose.
The specific embodiment
Below in conjunction with Figure of description the utility model is described further.
Shown in Fig. 1-2, a kind of new type of steel plate stake is characterized in that: comprise feed pipe 2 and air supply pipe 3, said feed pipe 2 all is fixed in the groove of steel sheet pile 1 inboard with air supply pipe 3 straight down.
In said steel sheet pile 1 inboard groove fixation steel plate 4 is installed, said feed pipe 2 is fixed in the groove through this fixation steel plate 4 with air supply pipe 3.Said steel sheet pile cross section is
shape, and the outer end of dual-side outwards bends.It is rectangular-shaped that the pile crown of said steel sheet pile is isosceles.
Said feed pipe 2 is the lower end with air supply pipe 3 and is cone shape pipe.
Said feed pipe 2 laterally arranges with air supply pipe 3.
Said feed pipe 2 upper ends are equipped with the water supply hose 5 of water pump.
Said air supply pipe 3 upper ends are equipped with the air supply hose 6 that is connected with air compressor machine.
When conventional steel sheet pile is difficult to be inserted into design elevation; Adopt the conventional steel sheet pile of same model to make described high pressure air water steel sheet pile; To feed pipe and air supply pipe fixing in the high pressure air water steel sheet pile inboard groove; Logical respectively water under high pressure and pressure-air, the hole is drawn at the place in the stake position, and then inserts and beat conventional steel sheet pile and put in place.
To feed pipe 2 and air supply pipe 3; In the time of logical water under high pressure and pressure-air, cooperate vibrating hammer to insert and beat, along with high pressure air water steel sheet pile sinks; Closely knit boulder bed under the high pressure air water steel sheet pile end is towards loose; The small particle diameter sandstone forms hole with floating to the riverbed on the water under high pressure gas mixture, thereby makes the anchorage depth of steel sheet pile can reach design.
Claims (7)
1. new type of steel plate stake is characterized in that: comprise feed pipe and air supply pipe, said feed pipe and air supply pipe all are fixed in the inboard groove of steel sheet pile straight down.
3. new type of steel plate stake as claimed in claim 1 is characterized in that: in the said steel sheet pile inboard groove fixation steel plate is installed, said feed pipe and air supply pipe are fixed in the groove through this fixation steel plate.
4. new type of steel plate stake as claimed in claim 1 is characterized in that: said feed pipe and air supply pipe are the lower end and are cone shape pipe.
5. new type of steel plate stake as claimed in claim 1 is characterized in that: it is rectangular-shaped that the pile crown of said steel sheet pile is isosceles.
6. new type of steel plate stake as claimed in claim 1 is characterized in that: said feed pipe upper end is equipped with the water supply hose of water pump.
7. new type of steel plate stake as claimed in claim 1 is characterized in that: said air supply pipe upper end is equipped with the air supply hose that is connected with air compressor machine.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011202965519U CN202247893U (en) | 2011-08-16 | 2011-08-16 | Novel steel sheet pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011202965519U CN202247893U (en) | 2011-08-16 | 2011-08-16 | Novel steel sheet pile |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202247893U true CN202247893U (en) | 2012-05-30 |
Family
ID=46109155
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011202965519U Expired - Fee Related CN202247893U (en) | 2011-08-16 | 2011-08-16 | Novel steel sheet pile |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202247893U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102383416A (en) * | 2011-08-16 | 2012-03-21 | 中建三局建设工程股份有限公司 | High-pressure air-water steel plate pile and use method thereof |
CN114775664A (en) * | 2022-05-24 | 2022-07-22 | 中铁一局集团有限公司 | Steel sheet pile cofferdam construction method for deep foundation pit and steel sheet pile cofferdam |
-
2011
- 2011-08-16 CN CN2011202965519U patent/CN202247893U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102383416A (en) * | 2011-08-16 | 2012-03-21 | 中建三局建设工程股份有限公司 | High-pressure air-water steel plate pile and use method thereof |
CN114775664A (en) * | 2022-05-24 | 2022-07-22 | 中铁一局集团有限公司 | Steel sheet pile cofferdam construction method for deep foundation pit and steel sheet pile cofferdam |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104452740A (en) | Method for reinforcing and treating liquefied sandy soil foundation | |
CN103132521A (en) | Undersea suction anchor | |
CN202117068U (en) | Micropile plate-type composite foundation | |
CN204056235U (en) | Floatedly draw machine Special machine frame | |
CN102400469A (en) | Secant pile drum type foundation and construction method thereof | |
CN202247893U (en) | Novel steel sheet pile | |
CN102383416A (en) | High-pressure air-water steel plate pile and use method thereof | |
CN101748732B (en) | Method for sinking bucket foundation with force bearing ring structure | |
CN206053881U (en) | A kind of gas lift reverse circulation slag cleaning device | |
CN206028572U (en) | Anti -floating anchor rod normal position device of buckling | |
CN202989924U (en) | Special construction pile cap for concrete tubular pile | |
CN202227332U (en) | Hole guiding steel sheet pile | |
CN101748731A (en) | Method of breaking ground and sinking thick-walled cylinder type foundation through gas injection | |
CN104314081A (en) | Deep foundation pit driftway-free basement concrete pumping construction device | |
CN203741843U (en) | Punching grouting conical head | |
CN205934916U (en) | Steel casing pipe pore -forming anti -floating anchor rod | |
CN204002837U (en) | The high stage casing of underground mine perfectly straight well borehole wall suspension device | |
CN204185261U (en) | Micro-nano bubble dissolved gas floatator | |
CN210562260U (en) | Offshore wind power foundation combining guide pipe pile and barrel | |
CN206220114U (en) | A kind of eight High-Rise Pile Cap Foundations | |
CN202250228U (en) | Firewall | |
CN205617365U (en) | Novel stake of reinforced concrete spiral | |
CN204023610U (en) | A kind of cylindrical foundation simple platform be removably installed | |
CN202626935U (en) | Buttress type foundation bank wall structure | |
CN109797736B (en) | Pile rod for offshore mud flat hydrological observation station |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20190816 |