CN203145003U - Manual holing pouring pile with high security - Google Patents
Manual holing pouring pile with high security Download PDFInfo
- Publication number
- CN203145003U CN203145003U CN 201320181353 CN201320181353U CN203145003U CN 203145003 U CN203145003 U CN 203145003U CN 201320181353 CN201320181353 CN 201320181353 CN 201320181353 U CN201320181353 U CN 201320181353U CN 203145003 U CN203145003 U CN 203145003U
- Authority
- CN
- China
- Prior art keywords
- pile
- safety
- hole filling
- manually digging
- high security
- 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
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Abstract
The utility model discloses a manual holing pouring pile with high security, and belongs to cast-in-place piles. A pile frame which is fixed on the ground is arranged above a pile hole of the manual holing pouring pile. An elevator is fixedly arranged on the pile frame, and a bucket is arranged on the elevator through a wire rope. The inner wall of a foundation pit of the manual holing pouring pile is a concrete casting retaining wall. A safety fence which is fixed on the ground is arranged on the periphery of the outer ring of the pile hole, a traveling ladder which goes deep into the foundation pit is fixedly arranged on the inner side of the safety fence, and a movable safety cover plate is arranged on the top of the safety fence. A safety protective screening is arranged on the concrete casting retaining wall of the foundation pit. Compared with the prior art, the manual holing pouring pile with the high security has the advantages of being reasonable in design, simple in structure, convenient to use, high in safety protective measure and the like.
Description
Technical field
The utility model relates to a kind of castinplace pile, specifically a kind of manually digging hole filling pile with high security.
Background technology
Pile foundation is a kind of ancient basic pattern.Stake worker technology has experienced evolution in several thousand.Now, no matter be pile foundation material and a stake type, or piling machinery and job practices had huge development, formed modernized Foundation Design system.In some cases, adopt pile foundation can reduce the consumption of job site workload and material in a large number.
Manually digging hole filling pile is a kind of pouring pile hole technology that forms pit shaft by the hand excavation, is applicable to nonirrigated farmland or few water and more closely knit soil property or lithostratigraphy.To take the construction plant few because of it, and cost is lower, and technology is simple, is easy to control quality, and be difficult for producing advantage such as pollution during construction and be widely used in the construction of pile foundation engineering.
Manually digging hole filling pile underground work condition is poor, environment is abominable, labour intensity is big, so Safety Technical Management is extremely important.In the construction of manually digging hole filling pile, security incident occurs repeatedly at present.The safety that how to improve manually digging hole filling pile underground work is the problem that the technician presses for solution.
The utility model content
Technical assignment of the present utility model is at above weak point, and a kind of simple in structure, cost of production is low, safety prevention measure is high a kind of manually digging hole filling pile with high security is provided.
The technical scheme that its technical problem that solves the utility model adopts is: the top, stake hole of this manually digging hole filling pile is provided with the pile frame that fixes on the ground, elevator is fixedly arranged on the pile frame, well-bucket is arranged on the elevator by cable wire, and the inwall of the foundation ditch of manually digging hole filling pile is the concrete casting retaining wall; The outer ring periphery in stake hole is provided with the safety barrier that fixes on the ground, and safety barrier is inboard fixedly the People's Bank of China's ladder that gos deep into foundation ditch, and the safety barrier top is provided with the activity safety cover plate, and the concrete casting retaining wall of foundation ditch is provided with safety guard net.
Safety barrier above the ground highly is 1 meter～2 meters, and safety barrier encloses the steel safety barrier that covers entirely for the outer ring in stake hole.
People's Bank of China's ladder is the insulation extension ladder, and People's Bank of China ladder bottom is retractable to the work plane top of the foundation ditch bottom of manually digging hole filling pile.
Safety guard net is semicircle safety guard net.
In the manually digging hole filling pile work progress, the activity safety cover plate at safety barrier top is open mode.The constructor is by the work plane work of People's Bank of China's ladder down to the foundation ditch bottom of manually digging hole filling pile, and the constructor is positioned at the work of semicircle security protection sieve bottom.When manually digging hole filling pile stopped to construct, covered the full envelope in stake hole with the activity safety cover plate at the safety barrier top in stake hole.
A kind of manually digging hole filling pile with high security of the present utility model has the following advantages:
1, is provided with safety barrier, improved safety of construction;
2, increase has People's Bank of China's ladder, and the constructor has avoided the constructor with well-bucket or directly utilized retaining wall to support potential danger up and down by foundation ditch about People's Bank of China's ladder;
3, the concrete casting retaining wall is provided with safety guard net, and the constructor is in security protection work off the net, the risk that the rubble of having avoided dropping injures by a crashing object;
4, the setting of activity safety cover plate when stopping to construct, has been strengthened the manually digging hole filling pile closure;
5, safeguard procedures height reasonable in design, simple in structure, easy to use, safe, thereby, have good value for applications.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
Accompanying drawing 1 is a kind of structural representation with manually digging hole filling pile of high security.
Among the figure: 1, stake hole, 2, foundation ditch, 3, ground, 4, the concrete casting retaining wall, 5, pile frame, 6, elevator, 7, well-bucket, 8, cable wire, 9, safety barrier, 10, People's Bank of China's ladder, 11, the activity safety cover plate, 12, safety guard net, 13, work plane.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
A kind of manually digging hole filling pile with high security of the present utility model, stake 1 top, hole of this manually digging hole filling pile is provided with the pile frame 5 that is fixed on the ground 3, elevator 6 is fixedly arranged on the pile frame 5, well-bucket 7 is arranged on the elevator 6 by cable wire 8, and the inwall of the foundation ditch 2 of manually digging hole filling pile is concrete casting retaining wall 4; The outer ring periphery in stake hole 1 is provided with the safety barrier 9 that is fixed on the ground 3, fixedly there is the People's Bank of China's ladder 10 that gos deep into foundation ditch 2 safety barrier 9 inboards, safety barrier 9 tops are provided with activity safety cover plate 11, and the concrete casting retaining wall 4 of foundation ditch 2 is provided with safety guard net 12.
Safety barrier 9 above the ground highly is 1 meter～2 meters, and safety barrier 9 encloses the steel safety barrier that covers entirely for the outer ring in stake hole 1.
People's Bank of China's ladder 10 is the insulation extension ladder, and People's Bank of China ladder 10 bottoms are retractable to work plane 13 tops of foundation ditch 2 bottoms of manually digging hole filling pile.
Safety guard net 12 is semicircle safety guard net.People's Bank of China's ladder 10 is positioned at the position, opposite of safety guard net 12.
A kind of manually digging hole filling pile with high security of the present utility model except the described technical characterictic of manual, is the known technology of those skilled in the art.
Claims (4)
1. manually digging hole filling pile with high security, the top, stake hole of this manually digging hole filling pile is provided with the pile frame that fixes on the ground, elevator is fixedly arranged on the pile frame, well-bucket is arranged on the elevator by cable wire, the inwall of the foundation ditch of manually digging hole filling pile is the concrete casting retaining wall, the outer ring periphery that it is characterized in that a hole is provided with the safety barrier that fixes on the ground, fixedly there is the People's Bank of China's ladder that gos deep into foundation ditch the safety barrier inboard, the safety barrier top is provided with the activity safety cover plate, and the concrete casting retaining wall of foundation ditch is provided with safety guard net.
2. a kind of manually digging hole filling pile with high security according to claim 1 is characterized in that safety barrier above the ground highly is 1 meter～2 meters, and safety barrier encloses the steel safety barrier that covers entirely for the outer ring in stake hole.
3. a kind of manually digging hole filling pile with high security according to claim 1 is characterized in that People's Bank of China's ladder is the insulation extension ladder, and People's Bank of China ladder bottom is retractable to the work plane top of the foundation ditch bottom of manually digging hole filling pile.
4. a kind of manually digging hole filling pile with high security according to claim 1 is characterized in that safety guard net is semicircle safety guard net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320181353 CN203145003U (en) | 2013-04-12 | 2013-04-12 | Manual holing pouring pile with high security |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320181353 CN203145003U (en) | 2013-04-12 | 2013-04-12 | Manual holing pouring pile with high security |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145003U true CN203145003U (en) | 2013-08-21 |
Family
ID=48972544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320181353 Expired - Fee Related CN203145003U (en) | 2013-04-12 | 2013-04-12 | Manual holing pouring pile with high security |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203145003U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107780427A (en) * | 2016-08-29 | 2018-03-09 | 中国二十冶集团有限公司 | The construction method on narrow space phreatic high cylindricality basis |
| CN107882037A (en) * | 2017-10-31 | 2018-04-06 | 中国电建集团华东勘测设计院有限公司 | Antiskid pile concreting protector and friction pile casting method |
-
2013
- 2013-04-12 CN CN 201320181353 patent/CN203145003U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107780427A (en) * | 2016-08-29 | 2018-03-09 | 中国二十冶集团有限公司 | The construction method on narrow space phreatic high cylindricality basis |
| CN107882037A (en) * | 2017-10-31 | 2018-04-06 | 中国电建集团华东勘测设计院有限公司 | Antiskid pile concreting protector and friction pile casting method |
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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: 20130821 Termination date: 20140412 |