CN105020494A - Steel-plastic glass sand composite winding pipe - Google Patents
Steel-plastic glass sand composite winding pipe Download PDFInfo
- Publication number
- CN105020494A CN105020494A CN201510429336.4A CN201510429336A CN105020494A CN 105020494 A CN105020494 A CN 105020494A CN 201510429336 A CN201510429336 A CN 201510429336A CN 105020494 A CN105020494 A CN 105020494A
- Authority
- CN
- China
- Prior art keywords
- tube wall
- steel
- pipe
- stiffening rib
- winding pipe
- 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.)
- Granted
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L9/00—Rigid pipes
- F16L9/16—Rigid pipes wound from sheets or strips, with or without reinforcement
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Abstract
The invention relates to the field of spiral winding pipes, in particular to a steel-plastic glass sand composite winding pipe. The steel-plastic glass sand composite winding pipe is designed mainly for solving the problem that an existing spiral winding pipe has a strict requirement for backfilling when installed on site. The steel and plastic glass sand composite winding pipe is formed by winding forming boards. Each forming board comprises a pipe wall. The two ends of each pipe wall are provided with a lock catch and a lock groove respectively. Glass fiber reinforced plastic layers are arranged outside the pipe walls and fixed to the tops of the lock grooves. The space between the pipe walls and the glass fiber reinforced plastic layers is filled with sand. Reinforcing ribs are arranged between the pipe walls and the glass fiber reinforced plastic layers. The two sides of the upper end of each lock groove are provided with grooves. Each reinforcing rib is composed of a plurality of U-shaped ribs and connecting ribs, wherein every two adjacent U-shaped ribs are connected through one connecting rib. Each reinforcing rib is arranged between two adjacent lock grooves, and the two ends of each reinforcing rib are clamped in the grooves in the upper ends of two adjacent lock grooves respectively. Pipe wall reinforcing ribs are arranged on the pipe walls, and the tops of the pipe wall reinforcing ribs make contact with the lower surfaces of the connecting ribs. The space between the glass fiber reinforced plastic layers and the U-shaped ribs of the reinforcing ribs is filled with sand. The steel-plastic glass sand composite winding pipe has the advantage that the requirement for backfilling can be lowered.
Description
Technical field:
The present invention relates to spiral winding pipe field, specifically relate to a kind of steel and mould glass sand composite winding pipe.
Background technique:
Existing spiral winding pipe is all wound around by sheet forming and makes.The patent No. is 200820010331 disclose a kind of steel plastic compount wound drain pipe, its sheet forming comprises tube wall, tube wall both sides establish snap close and locked groove respectively, tube wall also establishes several strengthening rib equably, groove is established in the both sides of strengthening rib and locked groove upper end, between adjacent strengthening rib and between strengthening rib and locked groove, establish U-shaped steel rib, the suitable for reading of U-shaped steel rib is stuck in the groove of strengthening rib or locked groove.This steel plastic compount wound drain pipe hurts tube wall to prevent when installing at the scene, so require strict to backfilling working.In addition when entwining tube length large (12 meters), loading-unloading vehicle misoperation, can fracture entwining tube.
Summary of the invention:
It is low to backfilling working requirement that technical problem to be solved by this invention is to provide a kind of site operation, and glass sand composite winding pipe moulded by not easily damaged steel.
Above-mentioned purpose is achieved in that it is entwined by sheet forming, and described sheet forming comprises tube wall, and the two ends of tube wall are respectively equipped with snap close and locked groove; It is characterized in that: at tube wall peripheral hardware frp layer, frp layer is fixed on locked groove top.
Also can fill sand between tube wall and frp layer.
Also can establish stiffening rib between tube wall and frp layer, groove is established in the both sides of locked groove upper end, stiffening rib is made up of with the connecting tendon being connected two adjacent U-shaped muscle several U-shaped muscle, described stiffening rib is located between two adjacent locked grooves, and the two ends of stiffening rib are stuck in the groove of adjacent two locked groove upper ends.
Can also establish tube wall stiffening rib on tube wall, the top of tube wall stiffening rib contacts with connecting tendon lower surface.
Also can fill sand in the space between frp layer and the U-shaped muscle of stiffening rib.
Advantage of the present invention is: owing to being provided with frp layer at sheet material outermost, so when constructing backfill, frp layer can protect tube wall, can reduce the requirement to backfilling working, simplify job specfication, leakage proof better effects if.Between frp layer and tube wall, fill sand in addition, and be provided with stiffening rib and tube wall stiffening rib, ring stiffness and the bearing capacity of entwining tube can be increased.
Accompanying drawing illustrates:
Accompanying drawing 1 is structural representation of the present invention.
Embodiment:
Below in conjunction with accompanying drawing, the present invention is elaborated:
It is entwined by sheet forming, and described sheet forming comprises tube wall 1, and the two ends of tube wall are respectively equipped with snap close 2 and locked groove 3; It is characterized in that: at tube wall peripheral hardware frp layer 4, frp layer is fixed on locked groove top.
Also can fill sand 8 between tube wall and frp layer.
Also can establish stiffening rib between tube wall and frp layer, groove 6 is established in the both sides of locked groove upper end, stiffening rib is made up of with the connecting tendon 9 being connected two adjacent U-shaped muscle several U-shaped muscle 5, described stiffening rib is located between two adjacent locked grooves, and the two ends of stiffening rib are stuck in the groove of adjacent two locked groove upper ends.
Can also establish tube wall stiffening rib 7 on tube wall, the top of tube wall stiffening rib contacts with connecting tendon lower surface.
Also can fill sand 8 in the space between frp layer and the U-shaped muscle of stiffening rib.
Embodiment 1, and it is entwined by sheet forming, and described sheet forming comprises tube wall, and the two ends of tube wall are respectively equipped with snap close and locked groove; At tube wall peripheral hardware frp layer, frp layer is fixed on locked groove top.
Embodiment 2, and it is entwined by sheet forming, and described sheet forming comprises tube wall, and the two ends of tube wall are respectively equipped with snap close and locked groove; At tube wall peripheral hardware frp layer, between tube wall and frp layer, fill sand.
Embodiment 3, and it is entwined by sheet forming, and described sheet forming comprises tube wall, and the two ends of tube wall are respectively equipped with snap close and locked groove; At tube wall peripheral hardware frp layer, stiffening rib is established between tube wall and frp layer, groove is established in the both sides of locked groove upper end, stiffening rib is made up of with the connecting tendon being connected two adjacent U-shaped muscle several U-shaped muscle, described stiffening rib is located between two adjacent locked grooves, and the two ends of stiffening rib are stuck in the groove of adjacent two locked groove upper ends.
Embodiment 4, and it is entwined by sheet forming, and described sheet forming comprises tube wall, and the two ends of tube wall are respectively equipped with snap close and locked groove; At tube wall peripheral hardware frp layer, tube wall is established tube wall stiffening rib.
Embodiment 5, and it is entwined by sheet forming, and described sheet forming comprises tube wall, and the two ends of tube wall are respectively equipped with snap close and locked groove; At tube wall peripheral hardware frp layer, stiffening rib is established between tube wall and frp layer, groove is established in the both sides of locked groove upper end, stiffening rib is made up of with the connecting tendon being connected two adjacent U-shaped muscle several U-shaped muscle, described stiffening rib is located between two adjacent locked grooves, the two ends of stiffening rib are stuck in the groove of adjacent two locked groove upper ends, fill sand in the space between frp layer and the U-shaped muscle of stiffening rib.
Claims (5)
1. glass sand composite winding pipe moulded by steel, is entwined by sheet forming, and described sheet forming comprises tube wall (1), and the two ends of tube wall are respectively equipped with snap close (2) and locked groove (3); It is characterized in that: at tube wall peripheral hardware frp layer (4), frp layer is fixed on locked groove top.
2. mould glass sand composite winding pipe according to steel according to claim 1, it is characterized in that: between tube wall and frp layer, fill sand (8).
3. mould glass sand composite winding pipe according to steel according to claim 1, it is characterized in that: between tube wall and frp layer, establish stiffening rib, groove (6) is established in the both sides of locked groove upper end, stiffening rib is made up of with the connecting tendon (9) being connected two adjacent U-shaped muscle several U-shaped muscle (5), described stiffening rib is located between two adjacent locked grooves, and the two ends of stiffening rib are stuck in the groove of adjacent two locked groove upper ends.
4. mould glass sand composite winding pipe according to steel according to claim 3, it is characterized in that: on tube wall, establish tube wall stiffening rib (7), the top of tube wall stiffening rib contacts with connecting tendon lower surface.
5. mould glass sand composite winding pipe according to the steel described in claim 3 or 4, it is characterized in that: in the space between frp layer and the U-shaped muscle of stiffening rib, fill sand (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510429336.4A CN105020494B (en) | 2015-07-21 | 2015-07-21 | Steel moulds glass sand composite winding pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510429336.4A CN105020494B (en) | 2015-07-21 | 2015-07-21 | Steel moulds glass sand composite winding pipe |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105020494A true CN105020494A (en) | 2015-11-04 |
CN105020494B CN105020494B (en) | 2017-10-20 |
Family
ID=54410675
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510429336.4A Expired - Fee Related CN105020494B (en) | 2015-07-21 | 2015-07-21 | Steel moulds glass sand composite winding pipe |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105020494B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108468877A (en) * | 2018-05-31 | 2018-08-31 | 浙江阮氏塑业有限公司 | A kind of PPCV-R double-wall corrugated pipes |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN200979039Y (en) * | 2006-12-01 | 2007-11-21 | 河北省枣强科力空调工程有限公司 | Plastic section bar spirally winding pipe |
CN201155623Y (en) * | 2008-02-03 | 2008-11-26 | 肖玉光 | Steel-plastic composite enwinding tube |
US20100116941A1 (en) * | 2008-10-17 | 2010-05-13 | Hutchinson | Ducting for a fuel pipeline of aircraft or spacecraft, method for producing same and aircraft wing incorporating same |
CN203010038U (en) * | 2013-01-04 | 2013-06-19 | 贵州西南管道有限公司 | Fibre-wound glass-reinforced plastic sand-included pipeline structure |
CN103899851A (en) * | 2013-12-20 | 2014-07-02 | 卢希然 | Novel glass fiber reinforced plastic composite pipe |
CN204328244U (en) * | 2014-12-16 | 2015-05-13 | 于慧 | Chamber for fibre-reinforced plastics sand inclusion thermal insulation pipe |
CN204986058U (en) * | 2015-07-21 | 2016-01-20 | 肖玉光 | Compound winding pipe of glass sand is moulded to steel |
-
2015
- 2015-07-21 CN CN201510429336.4A patent/CN105020494B/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN200979039Y (en) * | 2006-12-01 | 2007-11-21 | 河北省枣强科力空调工程有限公司 | Plastic section bar spirally winding pipe |
CN201155623Y (en) * | 2008-02-03 | 2008-11-26 | 肖玉光 | Steel-plastic composite enwinding tube |
US20100116941A1 (en) * | 2008-10-17 | 2010-05-13 | Hutchinson | Ducting for a fuel pipeline of aircraft or spacecraft, method for producing same and aircraft wing incorporating same |
CN203010038U (en) * | 2013-01-04 | 2013-06-19 | 贵州西南管道有限公司 | Fibre-wound glass-reinforced plastic sand-included pipeline structure |
CN103899851A (en) * | 2013-12-20 | 2014-07-02 | 卢希然 | Novel glass fiber reinforced plastic composite pipe |
CN204328244U (en) * | 2014-12-16 | 2015-05-13 | 于慧 | Chamber for fibre-reinforced plastics sand inclusion thermal insulation pipe |
CN204986058U (en) * | 2015-07-21 | 2016-01-20 | 肖玉光 | Compound winding pipe of glass sand is moulded to steel |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108468877A (en) * | 2018-05-31 | 2018-08-31 | 浙江阮氏塑业有限公司 | A kind of PPCV-R double-wall corrugated pipes |
Also Published As
Publication number | Publication date |
---|---|
CN105020494B (en) | 2017-10-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100943044B1 (en) | Precast block assembly for arch structure of arch structure using such precast block assembly | |
KR100787119B1 (en) | Pier having Precast Concrete Pipe | |
KR200424776Y1 (en) | Pier having Precast Concrete Pipe | |
CN105020494A (en) | Steel-plastic glass sand composite winding pipe | |
KR20120042001A (en) | The protection plate of underground cable | |
CN107314189A (en) | No-dig technique pipeline rehabilitation use can flatten enhanced internal lining pipe | |
CN204986058U (en) | Compound winding pipe of glass sand is moulded to steel | |
KR101673492B1 (en) | Top down construction method using girdir support structure | |
RU147960U1 (en) | WATER DRAINER | |
KR101157098B1 (en) | The Protection Plate of Underground Cable | |
CN106320540A (en) | Novel barb-shaped water-stop belt | |
CN205975675U (en) | Utility tunnel system | |
KR101805106B1 (en) | Precast concrete segment for preventing of damage end part and manufacturing method of the same | |
KR20140111491A (en) | Steel girder-concrete composite structures | |
KR100943988B1 (en) | Glass fiber reinforced plastic pipe | |
JP6894107B2 (en) | Flexible water stop plate | |
JP6470908B2 (en) | Fitting structure, breakwater | |
CN203189896U (en) | Double-plain-wall steel-plastic composite winding pipe | |
CN107314166A (en) | Seamless double-layer strengthens cured in place liner pipe | |
CN202969977U (en) | Frame column reinforcing structure for chemical factory building | |
CN106088592A (en) | The adjustable hole reservation mould of diameter | |
JP2017066712A (en) | Joint structure and joining method | |
CN207796300U (en) | A kind of fiberglass reinforced plastic composite jack pipe | |
JP2013108271A (en) | Construction method for concrete product | |
CN205669213U (en) | A kind of box cable well |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
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: 20171020 Termination date: 20200721 |