CN1013786B - Wall fabricated side-wall tube - Google Patents
Wall fabricated side-wall tubeInfo
- Publication number
- CN1013786B CN1013786B CN 89106823 CN89106823A CN1013786B CN 1013786 B CN1013786 B CN 1013786B CN 89106823 CN89106823 CN 89106823 CN 89106823 A CN89106823 A CN 89106823A CN 1013786 B CN1013786 B CN 1013786B
- Authority
- CN
- China
- Prior art keywords
- lining pipe
- pipe fitting
- prefabricated
- prefabricated lining
- permeable
- 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
Links
Images
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The present invention relates to a sinking well constructing method for a civil prefabricated pipe and prefabricated well wall pipes. When a well is constructed, the prefabricated well wall pipes are put under the ground; the prefabricated well wall pipe sinks when the earth is dug; sections of the prefabricated well wall pipes are connected through connecting holes or connecting rings. Each of the prefabricated well wall pipes is prefabricated with reinforced concrete. The present invention has the advantages of safe and reliable well construction, labor saving, reduction of occupation area, little investment and fast effect, and is a civil well constructing method with great popularization value.
Description
The present invention relates to a kind of civilian wall casing, relate in particular to a kind of civilian well prefabricated lining pipe.
The civilian wall casing of prior art mostly is brick, barnacle becomes.This borehole wall floor space of block system is big, investment is big, danger is big, recruitment is many and take effect slow.Also useful metal wall casing or plastics wall casing, though small investment, floor space are little, wall casing is too narrow, breaks down to be difficult for getting rid of.
The objective of the invention is to overcome the deficiencies in the prior art, provide that a kind of making is simple, small investment, wall casing be wide, can be used for the civilian well prefabricated lining pipe of open caisson well-digging method.
The object of the present invention is achieved like this: making ring muscle and the prefabricated internal diameter of perpendicular muscle with reinforcing bar is that 800～1500mm, wall thickness are that 80～150mm, height are the steel concrete borehole wall pipe fitting of 800～1500mm.For ease of connecting between borehole wall pipe fitting, be equipped with 3-6 connecting ring in two ends up and down at every joint borehole wall pipe fitting, or beat 3-6 connecting ring.Feature of the present invention also is: manufactured common prefabricated lining pipe fitting and permeable prefabricated lining pipe fitting according to the purposes difference, common prefabricated lining pipe fitting is cement, sand, stone mixing cast entirely.Permeable prefabricated lining pipe fitting improves the water yield of well for increasing the water permeability of wall casing, is provided with the permeable district of cement, stone structure at the middle part of every joint borehole wall pipe fitting.For guaranteeing that permeable prefabricated lining pipe fitting has enough intensity, it respectively has one section ordinary concrete enhancement Layer in two ends up and down, and is evenly distributed with 3-6 ordinary concrete reinforcement column on borehole wall pipe fitting circumference.Also shouldn't column, borehole wall pipe fitting middle part is permeable district entirely.
Major advantage of the present invention is: during well-digging, the saving of labor, save money, save time, instant effect, safety.The production of prefabricated lining pipe is simple, easy to use.Dig 1 well, invest over thousands of unit, 30 of recruitments were finished in 4 days, took up an area of 5 square metres.It is a kind of civilian well well-digging method that promotional value is arranged very much.
Advantage of the present invention is: make simple, cost is low, size can be selected, easy to use.During well-digging, the people digs in the prefabricated lining pipe fitting, and is heavy while digging, and prefabricated lining pipe fitting joint is connected by connecting ring or connecting hole with internode.
Reaching embodiment in conjunction with the accompanying drawings is further described the present invention:
The attached view of accompanying drawing 1 common prefabricated lining pipe fitting
Accompanying drawing 2 common prefabricated lining pipe fitting sectional drawings
Accompanying drawing 3 permeable prefabricated lining pipe fitting sectional drawings
1-borehole wall pipe fitting 2-connecting ring 3-erects muscle
The permeable district of 4-ring muscle 5-connecting hole 6-
7-enhancement Layer 8-strengthens column
Shown in accompanying drawing 1, accompanying drawing 2: select for use the reinforcing bar of φ 6mm to make perpendicular muscle (3) and ring muscle (4) among the embodiment, the two ends up and down of borehole wall pipe fitting (1) respectively are equipped with 4 connecting rings (2), borehole wall pipe fitting (1) is an ordinary reinforced concrete structure, and its match ratio (weight ratio) water: sand: stone is 1: 2.38: 3.76.Wall casing (1) Guan Gaowei 1000mm, internal diameter are that 1000mm, wall thickness are 100mm.
As shown in Figure 3: permeable prefabricated lining pipe fitting basic structure is identical with common prefabricated lining pipe fitting.Select for use the reinforcing bar of φ 6mm to make perpendicular muscle (3) and ring muscle (4), each makes a call to 4 connecting holes (5) at borehole wall pipe fitting (1) upper/lower terminal, and it is enhancement Layer (7) that upper/lower terminal respectively has 200mm high, also be evenly distributed with 4 reinforcement columns (8) on borehole wall pipe fitting circumferencial direction, remainder is permeable district (6).Enhancement Layer (7), reinforcement column (8) are ordinary reinforced concrete structure, promptly mix cast by cement, sand, stone.Permeable district (6) mixes cast with cement, stone to form.Wall casing (1) Guan Gaowei 1000mm, internal diameter are that 1000mm, wall thickness are 100mm.
During well-digging, earlier permeable prefabricated lining pipe fitting is placed on undergroundly, the people digs in pipe, and is heavy while digging, and when a joint borehole wall pipe fitting sinks to undergroundly fully, places a joint again.Be connected by connecting ring (2) or connecting hole (5) between joint and the joint, making it is one to put in order structure.Away from using common prefabricated lining pipe fitting behind the water-yielding stratum instead.
Claims (3)
1, a kind of by perpendicular muscle of reinforcing bar conduct and the prefabricated civilian well prefabricated lining pipe that forms of ring muscle, it comprises common prefabricated lining pipe fitting, it is characterized in that it also comprises permeable prefabricated lining pipe fitting, respectively there is 3-6 connecting ring at the two ends up and down of each prefabricated lining pipe fitting, or beat 3-6 connecting hole, at the two ends up and down of permeable prefabricated lining pipe fitting one section enhancement Layer is arranged respectively, also be evenly distributed with 3-6 in a circumferential direction and respectively strengthen column, remainder is permeable district.
2, civilian well prefabricated lining pipe as claimed in claim 1 is characterized in that: the enhancement Layer of common prefabricated lining pipe fitting and permeable prefabricated lining pipe fitting, reinforcement column are the ordinary reinforced concrete structure of cement, sand, stone mixing cast; The permeable district of permeable prefabricated lining pipe fitting is the permeable reinforced concrete structure that cement, stone mix cast.
3, civilian prefabricated lining pipe as claimed in claim 1 or 2 is characterized in that: the height of each prefabricated lining pipe fitting is 800～1500mm, and internal diameter is 800～1500mm, and wall thickness is 80～150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 89106823 CN1013786B (en) | 1989-09-22 | 1989-09-22 | Wall fabricated side-wall tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 89106823 CN1013786B (en) | 1989-09-22 | 1989-09-22 | Wall fabricated side-wall tube |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1039871A CN1039871A (en) | 1990-02-21 |
| CN1013786B true CN1013786B (en) | 1991-09-04 |
Family
ID=4856897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 89106823 Expired CN1013786B (en) | 1989-09-22 | 1989-09-22 | Wall fabricated side-wall tube |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1013786B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101344004B (en) * | 2008-08-22 | 2010-10-06 | 陈定平 | Mounting method of deep well high pressure aeration reactor steel drum |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101293703B (en) * | 2008-05-23 | 2010-12-01 | 上海广联建设发展有限公司 | Apparatus for treating reinforced concrete structure deep well aeration waste water and prepraring method thereof |
-
1989
- 1989-09-22 CN CN 89106823 patent/CN1013786B/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101344004B (en) * | 2008-08-22 | 2010-10-06 | 陈定平 | Mounting method of deep well high pressure aeration reactor steel drum |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1039871A (en) | 1990-02-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C13 | Decision | ||
| GR02 | Examined patent application | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |