CN201166204Y - Inner lining concrete prestress steel tube - Google Patents
Inner lining concrete prestress steel tube Download PDFInfo
- Publication number
- CN201166204Y CN201166204Y CNU2008200737658U CN200820073765U CN201166204Y CN 201166204 Y CN201166204 Y CN 201166204Y CN U2008200737658 U CNU2008200737658 U CN U2008200737658U CN 200820073765 U CN200820073765 U CN 200820073765U CN 201166204 Y CN201166204 Y CN 201166204Y
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- Prior art keywords
- steel pipe
- lining concrete
- steel
- wall
- inner lining
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- Expired - Fee Related
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Abstract
The utility model relates to an inside lining concrete prestressed steel pipe, which is composed of a pipe body and a protection layer of the outer wall of the pipe body, wherein a prestressed steel wire is coiled on the outer wall of the pipe body in the protection layer and a concrete inside lining layer is fixedly installed on the inner wall of the pipe body coaxially. The inside lining concrete prestressed steel pipe has simple structure, scientific and reasonable design, thinner steel jacking pipe wall, less steel consumption, lower cost and longer service life and is the inside lining concrete prestressed steel pipe with higher antiseptic property.
Description
Technical field
The utility model relates to steel pipe, especially a kind of inner lining concrete prestress steel pipe.
Background technique
Steel pipe generally be applied in geographical environment do not allow to slot operation, construction environment require noise less traffic is not exerted an influence or the situation of the easy sedimentation in ground under.The steel pipe that is used for the discharge pressure fluid at present mainly adopts the steel plate of L175-L555 level (tensile strength is 175-555MPa) welding to make, because the yield strength of these common irons is lower, so when making the high steel pipe of compressive strength, the tube wall design of steel pipe is very thick.Pipeline with DN1800 is an example, operating conditions is: working pressure 0.6MPa, thickness of earth-fill cover 2m, the required steel plate thickness of common steel tube is at least 14mm, every linear meter(lin.m.) pipe line steel material use quantity is 695Kg, though the steel pipe pipe thickness increases the purpose that can satisfy the discharge pressure fluid, but there are the following problems: 1. steel pipe tube wall thickening, the steel using amount that causes producing every steel pipe strengthens, and the cost of raw material raises; 2. steel pipe tube wall thickening causes steel pipe weight to strengthen, and the difficulty of transportation and construction strengthens; 3. outer wall of steel pipe is provided with thermal insulation layer and protective layer at present, thermal insulation layer generally adopts polyurethane foaming or silicate and other thermal insulating material, and protective layer generally adopts materials such as plastic tube or glass fibre reinforced plastics, and its antiseptic property is relatively poor, directly cause steel pipe shorter working life, improved the cost of changing; Steel belong to highly energy-consuming, maximum discharge product in addition, and the increasing of use amount can cause the consumption of a large amount of consumption, the especially non-renewable resources of the energy, and do not meet the environmental protection policy of the energy-saving and emission-reduction that country advocates.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of simple in structure, and design science is reasonable, and steel pipe walls is thinner, and steel using amount is less, and cost is lower, grows and have the inner lining concrete prestress steel pipe of higher antiseptic property working life.
The utility model solves its technical problem and is achieved through the following technical solutions:
A kind of inner lining concrete prestress steel pipe is made of the protective layer of body and tube wall, wherein is wound with reinforcement wire on the tube wall in protective layer, the coaxial concrete lining layer that is fixed with of inboard wall of tube body.
And the reinforcement wire that twines on the tube wall in the described protective layer is the 1-3 layer.
And the protective layer of described tube wall is glass fibre reinforced plastics or polyurethane.
Advantage of the present utility model and beneficial effect are:
1. this inner lining concrete prestress steel pipe is wound with reinforcement wire in the protective layer of this tube wall; under same operating conditions; this steel pipe walls is thinner; it is about 2/5 of common steel tube steel using amount; in iron and steel price growing today; saved the cost of raw material greatly, improved economic benefit, and the use amount that reduces highly energy-consuming, maximum discharge product meets the environmental protection policy of the energy-saving and emission-reduction that country advocates.
2. this inner lining concrete prestress steel pipe pipe outer wall is wound with reinforcement wire, strengthen whole tubing greatly and resisted the ability of external pressure earthing and internal water pressure, under equal external pressure earthing and internal water pressure situation, make whole steel pipe walls attenuation, alleviate the weight of whole tubing, reduce pre-stressed steel pipe integral construction cost and difficulty of construction.
This inner lining concrete prestress steel pipe extend protective layer the body two ends except can connecting with welding, can also coaxially respectively install steel bell and spigot or flange, constructing operation is easy; Because this tube material and tube wall is thinner, the body own wt is lighter, has also improved the ability of opposing uneven settlement to a certain extent.
4. the outer wall protective layer of this inner lining concrete prestress steel pipe is respectively glass fibre reinforced plastics protective layer or polyurethane protective layer; inwall is a concrete cover; improved the whole antiseptic property of this tubing; prolonged the working life of steel pipe; and can effectively reduce the inner-walls of duct resistance, reduce whole running cost.
5. the utility model is simple in structure, and design science is reasonable, and steel pipe walls is thinner, and steel using amount is less, and cost is lower, is the inner lining concrete prestress steel pipe of growing and having higher antiseptic property a kind of working life.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is that the A-A of Fig. 1 is to the cross section enlarged view;
Fig. 3 is that the B-B of Fig. 1 is to the cross section enlarged view.
Embodiment
The utility model is described in further detail below by specific embodiment, and following examples are descriptive, is not determinate, can not limit protection domain of the present utility model with this.
A kind of inner lining concrete prestress steel pipe, its body 2 is the steel body, at the coaxial protective layer 4 that is fixed with of the outer wall of body, this protective layer adopts polyurethane or glass fibre reinforced plastics.The present embodiment protective layer adopts glass fibre reinforced plastics, wherein be wound with reinforcement wire 3 on the tube wall of this in protective layer, the reinforcement wire that is twined is the 1-3 layer, the present embodiment accompanying drawing is depicted as one deck, and at the coaxial inside liner 1 that is fixed with of the inwall of body, this inside liner adopts cement mortar material to be made;
In the present embodiment, be the extension part 5 of body at the body two ends of extending protective layer and inside liner, this extension part is used for coaxial steel bell and spigot or the flange of installing to realize the connection between the tubing.
The utility model is compared saving rolled steel dosage 43.2% with common steel tube under same operating conditions.Steel pipe with DN1800mm is that example is specifically narrated below:
Operating conditions is: working pressure 0.6MPa, thickness of earth-fill cover 2m;
The required steel plate thickness of common steel tube is 14mm at least, and every linear meter(lin.m.) pipe line steel material use quantity is 695Kg;
The steel plate thickness of pre-stressed steel pipe is 6mm at the most, and it is 1570MPa φ 5 steel wires that steel wire adopts tensile strength, is that 10mm is wrapped in outer wall of steel pipe with pitch, twines one deck, and rolled steel dosage is: steel plate 297Kg, steel wire 98Kg amounts to 395Kg.
Claims (3)
1. inner lining concrete prestress steel pipe is made of the protective layer of body and tube wall, it is characterized in that: be wound with reinforcement wire on the tube wall in protective layer, the coaxial concrete lining layer that is fixed with of inboard wall of tube body.
2. inner lining concrete prestress steel pipe according to claim 1 is characterized in that: the reinforcement wire that twines on the tube wall in the described protective layer is the 1-3 layer.
3. inner lining concrete prestress steel pipe according to claim 1 is characterized in that: the protective layer of described tube wall is glass fibre reinforced plastics or polyurethane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200737658U CN201166204Y (en) | 2008-01-28 | 2008-01-28 | Inner lining concrete prestress steel tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200737658U CN201166204Y (en) | 2008-01-28 | 2008-01-28 | Inner lining concrete prestress steel tube |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201166204Y true CN201166204Y (en) | 2008-12-17 |
Family
ID=40191592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200737658U Expired - Fee Related CN201166204Y (en) | 2008-01-28 | 2008-01-28 | Inner lining concrete prestress steel tube |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201166204Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103382727A (en) * | 2013-06-24 | 2013-11-06 | 安徽昌宁新材料有限公司 | Sounding pipe for foundation pile detection |
| CN115012586A (en) * | 2022-04-20 | 2022-09-06 | 辽宁工程技术大学 | Novel GFRP pipe-thin steel plate-concrete column |
-
2008
- 2008-01-28 CN CNU2008200737658U patent/CN201166204Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103382727A (en) * | 2013-06-24 | 2013-11-06 | 安徽昌宁新材料有限公司 | Sounding pipe for foundation pile detection |
| CN103382727B (en) * | 2013-06-24 | 2016-01-27 | 安徽昌宁新材料有限公司 | Pile detection sound detecting pipe |
| CN115012586A (en) * | 2022-04-20 | 2022-09-06 | 辽宁工程技术大学 | Novel GFRP pipe-thin steel plate-concrete column |
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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: 20081217 Termination date: 20120128 |