CN206379110U - A kind of filling pile construction analogue means - Google Patents
A kind of filling pile construction analogue means Download PDFInfo
- Publication number
- CN206379110U CN206379110U CN201620828497.0U CN201620828497U CN206379110U CN 206379110 U CN206379110 U CN 206379110U CN 201620828497 U CN201620828497 U CN 201620828497U CN 206379110 U CN206379110 U CN 206379110U
- Authority
- CN
- China
- Prior art keywords
- conduit
- pulley
- bracket system
- feed hopper
- reinforcement cage
- 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
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of filling pile construction analogue means, it includes simulation stake, steel reinforcement cage, conduit, feed hopper, water proof bolt, pulley bracket system.Steel reinforcement cage is positioned in simulation stake.Conduit is placed in simulation pile center position.Feed hopper is fixed on conduit upper end.The suspension hook of pulley bracket system is fixed on feed hopper and conduit.Pulley bracket system includes suspension hook, assembly pulley and rope.This case is the site operation according to bored concrete pile, and the work progress of underground is placed on ground, reproduces the construction technology process of bored concrete pile, it is vivid, make technical annotation in construction more thorough, and conduit range of lift is controlled using assembly pulley, improve operating efficiency, it is to avoid the quality problems such as broken pile.
Description
Technical field
Belong to Construction Technology field in the utility model, and in particular to a kind of filling pile construction analogue means, simulate
Construction process of bored concrete pile process, to reach the purpose of technical annotation in construction.
Background technology
At present, pile foundation is engineering field using one of wide deep foundation type.Bored concrete pile is directly designed
The upper perforate in stake position, place steel reinforcement cage after pore-forming in hole on the spot, concrete perfusion is formed.Differed due to engineering geological condition,
The reasons such as underground concealed engineering construction, often because some unpredictable or workmen's sense of responsibility lack during concrete perfusion
There is collapsing hole, card pipe and conduit the problems such as extract long in the reason such as weary, causes the quality accidents such as necking down, folder mud, broken pile, directly
Works is influenceed normally to use and safety.
On the spot after pore-forming, filling pile construction process is as follows：
（1）Hang steel reinforcement cage.Hang steel reinforcement cage and enter Kong Shiying alignment apertures, keep vertical, put down gently, slow play enters hole, enters hole
After should blow slowly decentralization, unsuitable left rotation and right rotation forbids pendulum impact hole wall.Height is forbidden to propose pelter and force to transfer.Steel reinforcement cage is positioned
Afterwards, the casting concrete in 6 hours.Hanging for steel reinforcement cage lack of standardization will cause the quality accidents such as collapse hole.
（2）Secondary clear bottom.Steel reinforcement cage, which is divided into, to be finished rear, it is necessary to survey heavy silt value using ungauged regions hydrology lining rope, standard plummet,
The stake holes runawayed needs to make secondary clear bottom.Secondary clear bottom uses gas lift method, and qualified divide into immediately afterwards pours conduit
Carry out underwater gliders.
（3）Divide into conduit.Pile foundation concrete uses direct pipe method pouring construction under mud, is quickly connect from round screw thread
Pezzer's catheter,mushroom cathete, termination pours funnel thereon, and is suspended in midair by crane or rig, and conduit can be made vertically to move up and down when being pulled out to irrigate and to rise
It is dynamic.Conduit will be transferred successively, and to have been recorded conduit and divided into order, every conduit radical, the length of every conduit.Divide into conduit
When should prevent collide steel reinforcement cage, conduit support frame section steel manufacture, support frame pad is on drilling platform, for supporting suspention to lead
Pipe.After in whole tripping in holes, bottom hole should be put into, to check catheter length and hole depth, then lifts 15~30 centimetres, starts to pour
Build underwater concrete.Need to carry conduit while pouring during casting concrete, putting forward the speed and height of pipe will directly affect and pour
Build the quality of concrete.
In existing technical annotation in construction, above-mentioned construction is typically demonstrated by the way of the scheme of telling somebody what one's real intentions are, picture or video
Process, not vivid, shop floor worker is difficult to understand for Specific construction process and the quality accident being likely to occur.
Therefore, we are necessary to propose a kind of filling pile construction analogue means.
The content of the invention
The utility model proposes a kind of filling pile construction analogue means, this case is directed in existing filling pile construction, technology
Resource of telling somebody what one's real intentions are is not enriched, not vivid, the problems such as not thoroughly being easily caused construction quality of telling somebody what one's real intentions are, with the construction simulation device
Work progress is reproduced vividly, it is ensured that place of working of telling somebody what one's real intentions are effectively is carried out.
What the technical solution of the utility model was realized in：
A kind of filling pile construction analogue means, it includes simulation stake, steel reinforcement cage, conduit, feed hopper, water proof bolt, pulley branch
Frame system.The pulley bracket system includes suspension hook, assembly pulley and rope.The steel reinforcement cage is positioned in the simulation stake, institute
State conduit and be placed in the simulation pile center position, the water proof bolt is placed in the conduit bottom, and the feed hopper is fixed on described
Conduit upper end.The suspension hook of the pulley bracket system is fixed on the feed hopper and the conduit.
In filling pile construction analogue means of the present utility model, the simulation stake is into cylinder, and the steel reinforcement cage is steel
Silk colligation is formed, the segmented assembly of conduit, and the water proof bolt is the smooth ball in surface.
The pulley bracket system includes assembly pulley and suspension hook, rope, and the assembly pulley is turned to count pulley by pulley
Numerical control range of lift.
Implement this filling pile construction analogue means of the present utility model, have the advantages that：This case is according to reality
Border work progress is arranged, and the work progress of underground is placed on ground, and the construction work of bored concrete pile has been reproduced vividly
Skill flow, it is ensured that the thorough implementation for work of confiding a technological secret；Construction simulation device controls conduit range of lift by assembly pulley, protects
The smooth perfusion of perfusion materia is demonstrate,proved, it is to avoid the quality problems such as broken pile.
Brief description of the drawings
Fig. 1 is the schematic diagram of this filling pile construction analogue means of the present utility model.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe.
This filling pile construction analogue means of the present utility model as shown in Figure 1, it includes simulation stake 1, the and of steel reinforcement cage 2
Conduit 3, feed hopper 4, water proof bolt 5 and pulley bracket system 6.The steel reinforcement cage 2 and conduit 3 are placed in simulation stake 1 center, enter
Hopper 4 is fixed on the top of conduit 3, and water proof bolt 5 is positioned over the bottom of conduit 3, pulley bracket system 6 and feed hopper before perfusion materia
4 connections.The pulley bracket system 6 includes suspension hook 61, fixed pulley 62, fixed pulley 63, fixed pulley 64 and fixed support 65.Water proof
Bolt 5 is using the smooth ball in surface, it is ensured that the smooth sliding in conduit.
The workflow of this case is：Before perfusion, analogue means is fixed.The first tank concrete substitute is irrigated, is set
The revolution of fixed pulley 64, controls the range of lift of conduit 3.Continue to irrigate, continue to set the revolution of fixed pulley 64, control conduit 3
Range of lift, until conduit 3 is all promoted to the top of simulation stake 1, complete whole work progress.So far, the utility model is sent out
Improving eyesight is accomplished.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc. should be included in the utility model
Protection domain within.
Claims (3)
1. a kind of filling pile construction analogue means, it is characterised in that it includes simulation stake, steel reinforcement cage, conduit, feed hopper, water proof
Bolt, pulley bracket system, the pulley bracket system include suspension hook, assembly pulley and rope, and the steel reinforcement cage is positioned over the mould
Intend in stake, the conduit is placed in the simulation pile center position, the water proof bolt is placed in the conduit bottom, and the feed hopper is consolidated
Due to the conduit upper end, the suspension hook of the pulley bracket system is fixed on the feed hopper and the conduit.
2. filling pile construction analogue means according to claim 1, it is characterised in that the simulation stake is into cylinder, institute
State steel reinforcement cage to form for steel wire lashing, the segmented assembly of conduit, the water proof bolt is the smooth ball in surface.
3. filling pile construction analogue means according to claim 1, it is characterised in that the pulley bracket system includes sliding
Wheel group and suspension hook, rope, the assembly pulley control range of lift to count pulley by pulley revolution.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620828497.0U CN206379110U (en) | 2016-08-03 | 2016-08-03 | A kind of filling pile construction analogue means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620828497.0U CN206379110U (en) | 2016-08-03 | 2016-08-03 | A kind of filling pile construction analogue means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206379110U true CN206379110U (en) | 2017-08-04 |
Family
ID=59401275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620828497.0U Expired - Fee Related CN206379110U (en) | 2016-08-03 | 2016-08-03 | A kind of filling pile construction analogue means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206379110U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792112A (en) * | 2019-10-22 | 2020-02-14 | 中冶天工集团有限公司 | Device and method for measuring floating of steel reinforcement cage in cast-in-place pile complete casing |
| CN111554075A (en) * | 2020-05-11 | 2020-08-18 | 广东创成建设监理咨询有限公司 | Pipe drawing depth estimation method in concrete pouring based on artificial intelligence video analysis |
| CN111933018A (en) * | 2020-06-12 | 2020-11-13 | 同创工程设计有限公司 | Method for demonstrating pile breaking and reinforcing effects of immersed tube cast-in-place pile |
-
2016
- 2016-08-03 CN CN201620828497.0U patent/CN206379110U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792112A (en) * | 2019-10-22 | 2020-02-14 | 中冶天工集团有限公司 | Device and method for measuring floating of steel reinforcement cage in cast-in-place pile complete casing |
| CN110792112B (en) * | 2019-10-22 | 2024-08-16 | 中冶天工集团有限公司 | Device and method for measuring floating of reinforcement cage in full sleeve of cast-in-place pile |
| CN111554075A (en) * | 2020-05-11 | 2020-08-18 | 广东创成建设监理咨询有限公司 | Pipe drawing depth estimation method in concrete pouring based on artificial intelligence video analysis |
| CN111933018A (en) * | 2020-06-12 | 2020-11-13 | 同创工程设计有限公司 | Method for demonstrating pile breaking and reinforcing effects of immersed tube cast-in-place pile |
| CN111933018B (en) * | 2020-06-12 | 2021-11-26 | 同创工程设计有限公司 | Method for demonstrating pile breaking and reinforcing effects of immersed tube cast-in-place pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206379110U (en) | A kind of filling pile construction analogue means | |
| CN105951747B (en) | A kind of construction method of the pre-buried lattice column of contrary sequence method | |
| CN105926672B (en) | A kind of Underground Subway Station steel pipe column construction method | |
| CN106930277A (en) | A kind of construction of manual-excavation cast-in-place pile method | |
| CN105133575B (en) | Suspended formwork supporting device for casting lining on surface of underground continuous wall and construction method | |
| CN106948353A (en) | A kind of deep water combined steel plate pile cofferdam construction method | |
| CN108978644A (en) | Energy saving and environment friendly bored pile construction method | |
| CN204000830U (en) | Merogenesis take-over type sand drain machine | |
| CN105672309B (en) | The recyclable overlength steel pile casting wall protecting method of karst area embedded rock pile pore-forming | |
| CN205530228U (en) | A well type frame that is used for super large diameter pile steel reinforcement cage of overlength to construct | |
| CN205224050U (en) | Steel reinforcement cage is hung and is put device | |
| CN107938675A (en) | A kind of Vertical spots concrete placings technique and device | |
| CN109098178A (en) | A kind of concrete-spouting plant | |
| CN104846828A (en) | Vibrating device and vibrating method for back-inserted type reinforcement cage cast-in-situ pile | |
| CN205934931U (en) | Lid is in same direction as foundation ditch structure of digging way of doing things construction | |
| CN108193684A (en) | Cast-in-situ bored pile pile crown detaches removing method | |
| CN204676551U (en) | The tamping equipment of rear loading type reinforcing cage castinplace pile | |
| CN107989033A (en) | The guide type construction method of large-scale foundation pile | |
| CN106968252A (en) | Pile pulling recharge method and pile pulling recharge system | |
| CN208105272U (en) | One kind preventing superfilled device | |
| CN207277312U (en) | A kind of compacting pile construction device | |
| CN206859211U (en) | A kind of elastic steel cylinder of drilled pile solution cavity leak stopping | |
| CN201495548U (en) | Manual hole digging filling pile protective wall concrete material receiving platform | |
| CN108360524A (en) | One kind preventing superfilled device and its application method | |
| CN105696468B (en) | Underwater concreting method in the construction of water Bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170804 Termination date: 20180803 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |