CN102102365A - Slurry protection wall bored pile concrete casting device - Google Patents
Slurry protection wall bored pile concrete casting device Download PDFInfo
- Publication number
- CN102102365A CN102102365A CN201010590960XA CN201010590960A CN102102365A CN 102102365 A CN102102365 A CN 102102365A CN 201010590960X A CN201010590960X A CN 201010590960XA CN 201010590960 A CN201010590960 A CN 201010590960A CN 102102365 A CN102102365 A CN 102102365A
- Authority
- CN
- China
- Prior art keywords
- chassis
- pile concrete
- hopper
- holing
- steel
- 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.)
- Granted
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a slurry protection wall bored pile concrete casting device, which comprises a base plate, a stander, a winch, a hoisting system, a hopper and a guide pipe. The slurry protection wall bored pile concrete casting device is characterized in that: the stander is connected with the base plate through a bolt pin; the material outlet at the bottom of the hopper is connected with the upper end of the guide pipe; and the winch drives the hopper and the guide pipe to be lifted or descended through the transmission of the hoisting system. The slurry protection wall bored pile concrete casting device has the advantages that: (1) the site construction can be performed continuously so that a poring machinery and a concrete casting machinery cannot be used together to fulfill the aim of special machinery for special use; (2) the severe quality problems, such as pile breakage caused by overlarge up-pull degree of the guide pipe can be avoided; (3) the device is easy adj convenient to manufacture; (4) the slurry protection wall bored pile concrete casting device can be reused and is convenient to transport; and (5) the engineering cost is lowered.
Description
Technical field
The present invention relates to a kind of holing with slurry wall protection cast-in-place pile concrete and build device.
Background technology
At the realm of building construction, along with the height and the scale of construction of agent structure constantly increases, bored pile is widely used with the little bearing capacity advantages of higher of its sedimentation, concrete pouring quality is one of key point of bored pile pile quality, the boring frame of conventional method employing engineering driller or small crane are transferred and are promoted conduit and carry out the concreting operation, this method will influence the utilization rate of on-the-spot machinery, reduce work efficiency, increase engineering cost.If not at the uniform velocity, influence pile quality, and cost is higher when adopting small crane to build to cause tremie to promote.
Summary of the invention
Technical problem to be solved by this invention provides a kind of holing with slurry wall protection cast-in-place pile concrete and builds device; can guarantee tremie hoisting velocity and height, guarantee concrete pouring quality, not take engineering driller and small crane simultaneously; improve operation rate of machinery, save construction costs.
Technical problem to be solved by this invention is achieved through the following technical solutions:
A kind of holing with slurry wall protection cast-in-place pile concrete is built device, comprise chassis, frame, hoist engine, Lift-on/Lift-off System, hopper and conduit, it is characterized in that: described frame is connected with the chassis by pin, the feed hopper bottom discharging opening is connected with the conduit upper end, and hoist engine promotes or transfers by the transmission drive hopper and the conduit of Lift-on/Lift-off System.
Described steel chassis is welded by shaped steel, and hoist engine is by in the shaped steel stull that is bolted to the middle part, chassis.
Described frame comprises gallows frame, diagonal brace and fixed pulley, and the diagonal brace upper end is connected with the vertical rod top of gallows frame by pin, and the diagonal brace lower end is connected with the chassis by pin.
Described gallows frame comprises crossbeam and column, and crossbeam and two root post tops are welded to form portal frame; The column middle part adopts flange with the butt joint of two splicing steel pipes, and steel plate welding shutoff is adopted at two ends up and down, and soldering pin ties fitting on the shutoff plate.
Described diagonal brace middle part adopts flange with the butt joint of two splicing steel pipes, and steel plate welding shutoff is adopted at two ends up and down, and soldering pin ties fitting on the shutoff plate.
Described Lift-on/Lift-off System is made up of lifting rope and suspension hook, and the lifting rope two ends are connected with hoist engine and suspension hook respectively by the fixed pulley that is fixed on the crossbeam, and suspension hook is connected with hopper.
The chassis skeleton on described chassis is by i iron and weldering, the middle part adds the stull of weldering i iron, the steel grid that the dead slot position adopts round steel to make covers, two i iron top soldering pin about the chassis is in apart from each 1.5m of rear and front end ties fitting, and chassis four welded corner joint steel crotches are used for the transition lifting.
Described hopper upper end is cylindrical, and the lower end is taper, and sectional dimension diminishes gradually, and bottom discharge mouth lower end is connected with conduit by the screw thread screw thread, and described conduit is a multistage, and every section pipe joint place adopts mantle fiber to connect, and adds rubber sheet gasket and carries out waterproofing work.
The present invention has following advantage: (1) can make site operation carry out continuously, accomplishes that pore-forming and concreting separate, the special plane special use; (2) prevent the excessive serious quality problems such as broken pile that cause of the amount of pulling out on the conduit; (3) simple for production; (4) can reuse convenient transport; (5) reduce construction costs.
Description of drawings
Fig. 1 is a side elevation schematic diagram of the present invention
Fig. 2 is the positive elevational schematic view of the present invention
Fig. 3 is the invention vertical view
Fig. 4 is hopper and conduit sectional drawing
Among the figure: 1-chassis, 2-frame, 3-hoist engine, 4-Lift-on/Lift-off System, 5-hopper, 6-conduit, 7-gallows frame, 8-diagonal brace, 9-fixed pulley, 10-lifting rope, 11-suspension hook, 12-pin connector, 13-crotch, 14-crossbeam, 15-column, 16-build mouth.
The specific embodiment
The invention will be further described below in conjunction with Figure of description.
Shown in Fig. 1-4, a kind of holing with slurry wall protection cast-in-place pile concrete is built device, comprise chassis 1, frame 2, hoist engine 3, Lift-on/Lift-off System 4, hopper 5, conduit 6, it is characterized in that: described frame 2 is connected with chassis 1 by pin, hopper 5 bottom discharge mouths are connected 6 with the conduit upper end, and hopper 5 promotes and transfers by the Lift-on/Lift-off System 4 that is connected on the frame 2.
Described steel chassis 1 is welded by shaped steel, and hoist engine 3 is by in the shaped steel stull that is bolted to 1 middle part, chassis.
Described frame 2 comprises gallows frame 7, diagonal brace 8 and fixed pulley 9, and diagonal brace 8 upper ends are connected with vertical rod 15 tops of gallows frame 7 by pin, and diagonal brace 8 lower ends are connected with chassis 1 by pin.
Described gallows frame 7 comprises crossbeam 14 and column 15, and crossbeam 14 and two root posts, 15 tops are welded to form portal frame; Column 15 middle parts adopt flange with the butt joint of two splicing steel pipes, and steel plate welding shutoff is adopted at two ends up and down, and soldering pin ties fitting 12 on the shutoff plate.
Described diagonal brace 8 adopts flange with the butt joint of two splicing steel pipes by the middle part, and steel plate welding shutoff is adopted at two ends up and down, and soldering pin ties fitting 12 on the shutoff plate.
Described Lift-on/Lift-off System 4 is made up of lifting rope 10 and suspension hook 11, and lifting rope 10 two ends are connected with hoist engine 3 and suspension hook 11 respectively by the fixed pulley 9 that is fixed on the crossbeam 14, and suspension hook 11 is connected with hopper 5.
The chassis skeleton on described chassis 1 is by i iron and weldering, the middle part adds the stull of weldering i iron, the steel grid that the dead slot position adopts round steel to make covers, two i iron top soldering pin about chassis 1 is in apart from each 1.5m of rear and front end ties fitting 12, and chassis four welded corner joint steel crotches 13 are used for the transition lifting.
Described hopper 5 upper ends are cylindrical, and the lower end is taper, and sectional dimension diminishes gradually, and bottom discharge mouth lower end is connected with conduit 6 upper ends by the screw thread screw thread, and described conduit 6 is a multistage, and every section pipe joint place adopts mantle fiber to connect, and adds rubber sheet gasket and carries out waterproofing work.
Claims (8)
1. a holing with slurry wall protection cast-in-place pile concrete is built device, comprise chassis (1), frame (2), hoist engine (3), Lift-on/Lift-off System (4), hopper (5) and conduit (6), it is characterized in that: described frame (2) is connected with chassis (1) by pin, hopper (5) bottom discharge mouth is connected with conduit (6) upper end, and hoist engine (3) promotes or transfers by the transmission drive hopper (5) and the conduit (6) of Lift-on/Lift-off System (4).
2. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 1 is built device, it is characterized in that: described steel chassis (1) is welded by shaped steel, and hoist engine (3) is by in the shaped steel stull that is bolted to middle part, chassis (1).
3. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 1 is built device, it is characterized in that: described frame (2) comprises gallows frame (7), diagonal brace (8) and fixed pulley (9), diagonal brace (8) upper end is connected with vertical rod (15) top of gallows frame (7) by pin, and diagonal brace (8) lower end is connected with chassis (1) by pin.
4. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 3 is built device, it is characterized in that: described gallows frame (7) comprises crossbeam (14) and column (15), and crossbeam (14) and the welding of two root posts (15) top are formed portal frame; Column (15) middle part adopts flange that two splicing steel pipes are docked, and column (15) two ends up and down adopts steel plate welding shutoff, and soldering pin ties fitting (12) on the shutoff plate.
5. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 1 is built device, it is characterized in that: described diagonal brace (8) middle part adopts flange that two splicing steel pipes are docked, diagonal brace (8) two ends up and down adopts steel plate welding shutoff, and soldering pin ties fitting (12) on the shutoff plate.
6. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 1 is built device, it is characterized in that: described Lift-on/Lift-off System (4) is made up of lifting rope (10) and suspension hook (11), lifting rope (10) two ends are connected with hoist engine (3) and suspension hook (11) respectively by the fixed pulley (9) that is fixed on the crossbeam (14), and suspension hook (11) is connected with hopper (5).
7. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 1 is built device, it is characterized in that: the chassis skeleton of described chassis (1) is by i iron and weldering, the middle part adds the stull of weldering i iron, the steel grid that the dead slot position adopts round steel to make covers, two i iron top soldering pin about chassis (1) is in apart from each 1.5m of rear and front end ties fitting (12), and chassis four welded corner joint steel crotches (13) are used for the transition lifting.
8. holing with slurry wall protection cast-in-place pile concrete as claimed in claim 1 is built device, it is characterized in that: described hopper (5) upper end is for cylindrical, the lower end is taper, sectional dimension diminishes gradually, bottom discharge mouth lower end is connected with conduit (6) by the screw thread screw thread, described conduit (6) is that multistage is assembled, and every section pipe joint place adopts mantle fiber to connect, and adds rubber sheet gasket and carries out waterproofing work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010590960 CN102102365B (en) | 2010-12-16 | 2010-12-16 | Slurry protection wall bored pile concrete casting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010590960 CN102102365B (en) | 2010-12-16 | 2010-12-16 | Slurry protection wall bored pile concrete casting device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102102365A true CN102102365A (en) | 2011-06-22 |
| CN102102365B CN102102365B (en) | 2013-02-06 |
Family
ID=44155405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010590960 Expired - Fee Related CN102102365B (en) | 2010-12-16 | 2010-12-16 | Slurry protection wall bored pile concrete casting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102102365B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352628A (en) * | 2011-10-13 | 2012-02-15 | 中土木（北京）技术检测有限公司 | Cast-in-place pile concrete guide pipe mounting and dismounting device and construction method thereof |
| CN103835294A (en) * | 2012-11-26 | 2014-06-04 | 五冶集团上海有限公司 | Concrete casting frame for construction of cast-in-place pile and using method |
| CN104532847A (en) * | 2014-12-12 | 2015-04-22 | 张桂琴 | Concrete pouring structure |
| CN104532846A (en) * | 2014-12-12 | 2015-04-22 | 梁夏萍 | Cast-in-place concrete pile pouring device capable of automatically adjusting stirring width |
| CN104612159A (en) * | 2014-12-12 | 2015-05-13 | 车富发 | Cast-in-place concrete pile pouring device provided with stirrer |
| CN108775153A (en) * | 2018-05-22 | 2018-11-09 | 浙江省送变电工程有限公司 | Conduit lifting device and method for the perfusion of power transmission tower concrete filled steel tube high-altitude |
| CN109322300A (en) * | 2018-11-23 | 2019-02-12 | 中铁六局集团有限公司 | A kind of major diameter device for casting and major diameter method for filling |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02178416A (en) * | 1988-12-29 | 1990-07-11 | Takechi Koumushiyo:Kk | Judging and designing method for performance and quality of basic pile and performance measuring device for ground |
| JPH032489A (en) * | 1989-05-31 | 1991-01-08 | Katsumi Kitanaka | Earth auger for in-situ pile and auger head therefor |
| CN2201445Y (en) * | 1994-02-01 | 1995-06-21 | 程天森 | Underwater concrete pouring equipment |
| CN2233945Y (en) * | 1995-11-02 | 1996-08-28 | 吴康来 | Concrete pouring device for hole pile |
| CN2354993Y (en) * | 1999-01-06 | 1999-12-22 | 王继忠 | Apparatus for cast-in-situ concrete piles |
-
2010
- 2010-12-16 CN CN 201010590960 patent/CN102102365B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02178416A (en) * | 1988-12-29 | 1990-07-11 | Takechi Koumushiyo:Kk | Judging and designing method for performance and quality of basic pile and performance measuring device for ground |
| JPH032489A (en) * | 1989-05-31 | 1991-01-08 | Katsumi Kitanaka | Earth auger for in-situ pile and auger head therefor |
| CN2201445Y (en) * | 1994-02-01 | 1995-06-21 | 程天森 | Underwater concrete pouring equipment |
| CN2233945Y (en) * | 1995-11-02 | 1996-08-28 | 吴康来 | Concrete pouring device for hole pile |
| CN2354993Y (en) * | 1999-01-06 | 1999-12-22 | 王继忠 | Apparatus for cast-in-situ concrete piles |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352628A (en) * | 2011-10-13 | 2012-02-15 | 中土木（北京）技术检测有限公司 | Cast-in-place pile concrete guide pipe mounting and dismounting device and construction method thereof |
| CN103835294A (en) * | 2012-11-26 | 2014-06-04 | 五冶集团上海有限公司 | Concrete casting frame for construction of cast-in-place pile and using method |
| CN104532847A (en) * | 2014-12-12 | 2015-04-22 | 张桂琴 | Concrete pouring structure |
| CN104532846A (en) * | 2014-12-12 | 2015-04-22 | 梁夏萍 | Cast-in-place concrete pile pouring device capable of automatically adjusting stirring width |
| CN104612159A (en) * | 2014-12-12 | 2015-05-13 | 车富发 | Cast-in-place concrete pile pouring device provided with stirrer |
| CN104612159B (en) * | 2014-12-12 | 2015-12-02 | 车富发 | The cast-in-place concrete pile with agitator builds device |
| CN104532846B (en) * | 2014-12-12 | 2015-12-02 | 梁夏萍 | The cast-in-place concrete pile of self-regulation mixing width can build device |
| CN104532847B (en) * | 2014-12-12 | 2015-12-02 | 张桂琴 | A kind of concrete pouring structure |
| CN108775153A (en) * | 2018-05-22 | 2018-11-09 | 浙江省送变电工程有限公司 | Conduit lifting device and method for the perfusion of power transmission tower concrete filled steel tube high-altitude |
| CN109322300A (en) * | 2018-11-23 | 2019-02-12 | 中铁六局集团有限公司 | A kind of major diameter device for casting and major diameter method for filling |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102102365B (en) | 2013-02-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102102365B (en) | Slurry protection wall bored pile concrete casting device | |
| CN104975719A (en) | Novel material distribution device and construction method for pouring floor concrete by using same | |
| CN203145192U (en) | Auxiliary hoisting and jointing device for steel structural box columns | |
| CN210855047U (en) | Be suitable for transmission material between reverse construction method floor with small-size swing arm formula electric hoist | |
| CN102352628A (en) | Cast-in-place pile concrete guide pipe mounting and dismounting device and construction method thereof | |
| CN111236234A (en) | Hole cleaning system and hole cleaning method for cast-in-place pile | |
| CN110606439A (en) | Be suitable for transmission material between reverse construction method floor with small-size swing arm formula electric hoist | |
| CN113529724B (en) | Foundation pit concrete pouring construction method | |
| CN211690345U (en) | Pipe guide device for pouring cast-in-place pile concrete | |
| CN201645413U (en) | Simple gin-pole mechanism for demolishing internal climbing tower crane | |
| CN211110630U (en) | Multifunctional lifting appliance for lifting high-speed rail concrete box girder | |
| CN209758880U (en) | self-propelled superelevation super large area steel reinforcement cage lifting equipment | |
| CN205779855U (en) | A kind of large-scale mud pit slush pump levitation device for pile foundation construction | |
| CN215624167U (en) | Over-and-under type hopper system | |
| CN205012336U (en) | Area is pile driver of feed bin down | |
| CN205990200U (en) | 360 ° of luffing independent hoist device | |
| CN211034885U (en) | Special tool for overhauling and hoisting bearing bush of 250MW unit | |
| CN202227349U (en) | Cast-in-place pile concrete guide pipe mounting and dismounting device | |
| CN217458453U (en) | Tubular pile hoisting structure | |
| CN201424653Y (en) | Concrete pouring frame | |
| CN216809891U (en) | Pile pulling device for hydraulic engineering construction | |
| CN214192283U (en) | Large-diameter pipe jacking lifting device | |
| CN219362965U (en) | Precast box culvert section turning lifting device | |
| CN218952178U (en) | Lifting charging barrel for prefabrication of immersed tube | |
| CN216038251U (en) | Foundation ditch supports under interim road surface apron and demolishs construction and use vertical hoisting system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20130206 Termination date: 20191216 |