CN205875136U - Manual hole digging pile water injection pouring structure - Google Patents
Manual hole digging pile water injection pouring structure Download PDFInfo
- Publication number
- CN205875136U CN205875136U CN201620842178.5U CN201620842178U CN205875136U CN 205875136 U CN205875136 U CN 205875136U CN 201620842178 U CN201620842178 U CN 201620842178U CN 205875136 U CN205875136 U CN 205875136U
- Authority
- CN
- China
- Prior art keywords
- pouring structure
- stake holes
- digging pile
- conduit
- water
- 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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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a manual hole digging pile water injection pouring structure, including a stake hole, hydrologic cycle structure and pouring structure, built the underwater construction environment through utilizing the sump pit to fill water to the stake hole, collecting hopper and pipe are to stake hole concreting among the rethread pouring structure for it is closely knit that the concrete carries out the proper motion in the environment under water, and the sump pit is got back to again to the water got rid of in the stake hole through the hydrologic cycle structure in, thereby the loaded down with trivial details manual work process of vibrating when saving the bored pile conventionality and building improves efficiency of construction and pile body quality greatly, has reached the purpose of safe construction.
Description
Technical field
This utility model patent relates to a kind of water filling pouring structure, particularly relates to artificial digging pile water filling pouring structure.
Background technology
When bored concrete pile is building highway frequently with Architectural Equipment, when Mountainous Regions building highway, due to
Relief compared with big, zanjon high mountain is numerous so that construction surface is narrow and small, and construction road lacks, and machine drilling is difficult to implement, therefore mountain
District's filling pile construction generally uses the method pore-forming of manually digging hole.Traditional digging hole filling pile casting concrete, difficulty of construction is relatively
Greatly, work progress is loaded down with trivial details.When using routine to pour for manually digging hole pile concrete, need often to pour 50cm and carry out vibrating one
Secondary, and need to be manually entered in hole and use poker vibrator to vibrate, narrow space in stake holes, operation inconvenience of vibrating, construction
Inefficiency, construction risk coefficient is the highest.
Summary of the invention
Main purpose of the present utility model is to provide a kind of artificial digging pile water filling pouring structure, structure include stake holes,
Water circulation structure and pouring structure, built underwater construction environment by utilizing catch pit to fill water to stake holes, then by pouring
In structure, aggregate bin and conduit are to stake holes casting concrete so that carry out the most closely knit, in stake holes in concrete environment under water
The water got rid of is come back in catch pit by water circulation structure, thus saves loaded down with trivial details manually vibrating when caisson routine pours
Operation, is greatly improved efficiency of construction and pile quality, has reached the purpose of safe construction.
The purpose of this utility model is realized by techniques below scheme, devises artificial digging pile water filling pouring structure,
Including stake holes, water circulation structure and pouring structure, stake holes is column type hollow-core construction, water circulation structure include annular drainage trough,
Guiding gutter, catch pit, puddle thin film, annular drainage trough is circulus, is positioned at stake holes peripheral, and guiding gutter is rectangle, connects
Between ring-type drainage trough and catch pit, catch pit is rectangle, and puddle thin film is positioned at catch pit bottom, and pouring structure includes collection
Hopper, conduit, hopper base, aggregate bin is welded in conduit top, hopper base hang the top being fixed on stake holes, and conduit is stretched
Enter inside stake holes.
Preferably, described annular drainage trough width is 30-40cm, and the degree of depth is 20-30cm.
Preferably, described guiding gutter width is 50-60cm, and the degree of depth is 30-40cm.
Preferably, described puddle thin-film material is plastic sheeting.
Preferably, described tube material is ferrous materials, and its bottom distance away from stake holes bottom is 30-50cm.
This utility model utilizes water circulation structure and pouring structure to build underwater construction environment, uses and waters under concrete water
The way built carries out closed pouring to the stake holes of hand digging so that concrete is the most closely knit, thus it is conventional to save caisson
Operation of manually vibrating loaded down with trivial details when pouring, is greatly improved efficiency of construction and pile quality, has reached the purpose of safe construction.
Accompanying drawing explanation
Fig. 1 is the top view of this utility model a kind of artificial digging pile water filling pouring structure.
Fig. 2 is the front view of this utility model a kind of artificial digging pile water filling pouring structure.
In figure, labelling is illustrated as: 1-stake holes；2-water circulation structure；3-pouring structure；4-annular drainage trough；5-guiding gutter；
6-catch pit；7-puddle thin film；8-aggregate bin；9-conduit；10-hopper base.
Detailed description of the invention
Below in conjunction with specific embodiment, this utility model is described in detail.Following example will assist in this area skill
Art personnel are further appreciated by this utility model, but limit the present invention the most in any form.It should be pointed out that, the skill to this area
For art personnel, without departing from the concept of the premise utility, it is also possible to make some deformation and improvement, these broadly fall into
Protection domain of the present utility model.
As shown in Figure 1-2, the artificial digging pile water filling pouring structure provided according to this utility model, follows including stake holes 1, water
Ring structure 2 and pouring structure 3, stake holes 1 is column type hollow-core construction, water circulation structure 2 include annular drainage trough 4, guiding gutter 5,
Catch pit 6, puddle thin film 7, annular drainage trough 4 is circulus, is positioned at stake holes 1 peripheral, and guiding gutter 5 is rectangle, is connected to
Between ring-type drainage trough 4 and catch pit 6, catch pit 6 is rectangle, and puddle thin film 7 is positioned at catch pit 6 bottom, and pouring structure 3 wraps
Including aggregate bin 8, conduit 9, hopper base 10, aggregate bin 8 is welded in conduit 9 top, hopper base 10 hang and be fixed on stake holes 1
Top, conduit 9 stretches into the inside of stake holes 1.
Described annular drainage trough 4 width is 30-40cm, and the degree of depth is 20-30cm.
Described guiding gutter 5 width is 50-60cm, and the degree of depth is 30-40cm.
Described puddle thin film 7 material is plastic sheeting.
Described conduit 9 material is ferrous materials, and its bottom distance away from stake holes 1 bottom is 30-50cm.
During use, near the stake holes 1 of excavated by manual work, calculating the required water yield according to stake holes 1 volume, excavation meets the collection of demand
Puddle 6, bottom catch pit 6 and surrounding use puddle thin film 7 covers, and anti-water-stop body stream oozes.Use water pump by neighbouring source water
Or catch pit 6 is filled with water by sprinkling truck dispensing.According to detail design and code requirement, excavated by manual work is utilized to dig stake holes 1.Stake holes 1 is complete
Become after checking and accepting, excavation annular drainage trough 4 outside it, then excavate a guiding gutter 5 connected set puddle 6 and annular drainage trough 4, with
The water body discharged when ensureing filling concrete can flow again to catch pit 6, accomplishes recycling.After having excavated, utilize
Hopper base 10 to aggregate bin 8 and the position of conduit 9 and is highly fixed, it is ensured that conduit 9 end height reaches construction requirement.
After conduit 9 lowered position reaches requirement, in stake holes 1, first fill water, then by aggregate bin 8 casting concrete in stake holes 1, make
Concrete carries out self-sealing under water, discharges water body and be back to catchment by annular drainage trough 4 and guiding gutter 5 in casting process
Reusing in hole 6, carry out conduit 9 and remove after having poured, so far stake holes 1 has been constructed.
Claims (5)
1. an artificial digging pile water filling pouring structure, it is characterised in that described structure includes stake holes (1), water circulation structure (2)
With pouring structure (3), described stake holes (1) is column type hollow-core construction, described water circulation structure (2) include annular drainage trough (4),
Guiding gutter (5), catch pit (6), puddle thin film (7), described annular drainage trough (4) is circulus, is positioned at stake holes (1) peripheral,
Described guiding gutter (5) is rectangle, is communicated between ring-type drainage trough (4) and catch pit (6), and described catch pit (6) is rectangular
Shape, described puddle thin film (7) is positioned at catch pit (6) bottom, and described pouring structure (3) includes aggregate bin (8), conduit (9), hopper
Support (10), described aggregate bin (8) is welded in conduit (9) top, hopper base (10) hang and be fixed on the upper of stake holes (1)
Portion, it is internal that described conduit (9) stretches into stake holes (1).
A kind of artificial digging pile water filling pouring structure the most according to claim 1, it is characterised in that described annular drainage trough
(4) width is 30-40cm, and the degree of depth is 20-30cm.
A kind of artificial digging pile water filling pouring structure the most according to claim 1, it is characterised in that described guiding gutter (5)
Width is 50-60cm, and the degree of depth is 30-40cm.
A kind of artificial digging pile water filling pouring structure the most according to claim 1, it is characterised in that described puddle thin film
(7) material is plastic sheeting.
A kind of artificial digging pile water filling pouring structure the most according to claim 1, it is characterised in that described conduit (9) material
Material is ferrous materials, and its bottom distance away from stake holes (1) bottom is 30-50cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620842178.5U CN205875136U (en) | 2016-08-05 | 2016-08-05 | Manual hole digging pile water injection pouring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620842178.5U CN205875136U (en) | 2016-08-05 | 2016-08-05 | Manual hole digging pile water injection pouring structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875136U true CN205875136U (en) | 2017-01-11 |
Family
ID=57701043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620842178.5U Expired - Fee Related CN205875136U (en) | 2016-08-05 | 2016-08-05 | Manual hole digging pile water injection pouring structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875136U (en) |
-
2016
- 2016-08-05 CN CN201620842178.5U patent/CN205875136U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170111 Termination date: 20210805 |