CN2876179Y - Premade composite ditch - Google Patents

Premade composite ditch Download PDF

Info

Publication number
CN2876179Y
CN2876179Y CN 200520029205 CN200520029205U CN2876179Y CN 2876179 Y CN2876179 Y CN 2876179Y CN 200520029205 CN200520029205 CN 200520029205 CN 200520029205 U CN200520029205 U CN 200520029205U CN 2876179 Y CN2876179 Y CN 2876179Y
Authority
CN
China
Prior art keywords
ditch
water channel
combined water
canal body
self
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
Application number
CN 200520029205
Other languages
Chinese (zh)
Inventor
田树成
蒋新大
刘德利
高献民
庞志广
陈晶
王晓珂
韩继国
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JILIN INST OF COMMUNICATION SCIENCES
Original Assignee
JILIN INST OF COMMUNICATION SCIENCES
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by JILIN INST OF COMMUNICATION SCIENCES filed Critical JILIN INST OF COMMUNICATION SCIENCES
Priority to CN 200520029205 priority Critical patent/CN2876179Y/en
Application granted granted Critical
Publication of CN2876179Y publication Critical patent/CN2876179Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The utility model discloses a pre-cast combined water ditch, which includes a ditch. One end of the ditch is equipped with a connecting rabbet, and the other end is equipped with a connecting edge. A plurality of convex stiffeners and small via holes are arranged on inner side of the ditch, connecting edge of a pre-cast combined water ditch is clearance fitted with and connected through a connector with connecting rabbet of another pre-cast combined water ditch. The connector has a self-tapping rivet, and an expansion core is arranged in the hole of the self-tapping rivet. Fixing edges are arranged on both sides of the ditch. The utility model is featured with pre-cast structure, applicability to industrial manufacture, assembly and erection on site, convenient and quick erection, long service life, making natural plants normally grow, and ecology preservation.

Description

Precast combined water channel
Technical field
The utility model belongs to building field, is a kind of precast combined water channel.
Background technology
Existing highway engineering both sides water channel is to adopt stone, build by laying bricks or stones with pointed with cement mortar and to form, its weak point is, the variation and the hillside influences such as pressure from the top down of hot gas temperature, humidity because landform and soil property are caught a cold make the water channel of barnacle that in various degree damage all be arranged; Owing to be the water channel of barnacle, both sides of highway can't form natural vegetation, seriously influences the natural ecological environment of highway in addition; Water channel well damage place also causes the damage of landslide and highway foundation easily.
Summary of the invention
It is a kind of pre-formed that the purpose of this utility model is to provide, and is suitable for the industrialization manufacturing, and on-the-spot aggregate erection is quick and easy for installation, and long service life can make the natural vegetation normal growth, keeps the precast combined water channel of green ecological.
Realize that the technical scheme that the purpose of this utility model adopted is, a kind of precast combined water channel, it is characterized in that: it comprises canal body 1, end at canal body 1 is provided with mouth of connecting trough 3, the other end is provided with connection along 4, being provided with several reinforcing ribs 9 of projection and the connection of 11, one precast combined water channels of several small through hole on canal body 1 inwall is connected with mouth of connecting trough 3 matched in clearance of another precast combined water channel and by connector along 4.Described connector structure is, has self-tightening rivet 7, is provided with expanded core 8 in the hole of self-tightening rivet 7.Be equipped with fixing along 10 in described canal body 1 both sides.
Precast combined water channel of the present utility model, owing to adopt the connection edge and the mouth of connecting trough matched in clearance of another precast combined water channel and the structure that is connected by connector of a precast combined water channel, can increase the knockdown resistance to tension of water channel, prevent that the change that soil property shrinkage heat rises from damaging; Because canal body inwall is provided with several reinforcing ribs and several small through hole of projection, can increase the ability of opposing water channel lateral pressure, naturally retain silt between the reinforcing rib of canal body and the reinforcing rib, several small through hole can be connected with the soil below the canal body, the natural restore vegetation of energy keeps green ecological; Because canal body both sides are equipped with fixedly edge, the canal body firmly contacts with natural soil property by the fixedly edge on it, helps fixedly water channel, and the natural calamity that prevents erosion is to the damage of water channel; Because employing is pre-formed, on-the-spot combining structure mode is suitable for the industrialization manufacturing, and on-the-spot aggregate erection is convenient and swift, long service life.
Description of drawings
Fig. 1 is a precast combined water channel perspective view.
Fig. 2 is an A-A cross-sectional schematic among Fig. 1.
Fig. 3 is an expansion self-tightening rivet arrangement schematic diagram among Fig. 2.
Fig. 4 is a B-B cross-sectional schematic among Fig. 1.
Among the figure: 1 canal body, 2 natural soil properties, 3 mouth of connecting troughs, 4 connect edge, 5a connecting hole, 6b connecting hole, 7 self-tightening rivets, 8 expanded core, 9 reinforcing ribs, 10 fixing edges, 11 small through hole.
The specific embodiment
With reference to Fig. 1-4, precast combined water channel has canal body 1, end at canal body 1 is provided with mouth of connecting trough 3, on mouth of connecting trough 3, be provided with several connecting holes 5a, the other end is provided with connection along 4, on connecting, be provided with several connecting holes 6b, on canal body 1 inwall, be provided with several reinforcing rib 9 and several small through hole 11 of projection along 4.The connection of a precast combined water channel along 4 with mouth of connecting trough 3 matched in clearance of another precast combined water channel, and by several connecting holes 5a of being provided with on the mouth of connecting trough 3 be connected along several connecting holes 6b of setting on 4, connect with self-tightening rivet 7, expanded core 8 is pressed into makes back the fixing of self-tightening rivet 7 expansions in the self-tightening rivet 7 again.Be equipped with fixingly along 10 in canal body 1 both sides, canal body 1 firmly contacts with natural soil property 2 along 10 by fixing on it.Precast combined water channel of the present utility model adopts mould one-body molded, and its precast combined water channel can adopt material such as nonmetallic plastics, nylon, glass fiber reinforced plastic, also can adopt concrete for making.Can adopt several precast combined water channels to connect to form according to the length of water channel needs.
During use: when the water capacity in the water channel canal body 1 is no more than canal body 1 water percolating capacity of some small through hole 11 is set, water infiltrates the canal subsoil matter 2 of canal body 1 from small through hole 11, owing to retain silt naturally between canal body 1 reinforcing rib and the reinforcing rib 9, can natural restore vegetation, the maintenance green ecological.When the water capacity in the water channel canal body 1 was provided with the water percolating capacity of some small through hole 11 above canal body 1, the water in the water channel canal body 1 can be from the high-end low side that flows to of physical features.

Claims (3)

1. precast combined water channel, it is characterized in that: it comprises canal body (1), end at canal body (1) is provided with mouth of connecting trough (3), the other end is provided with and connects along (4), be provided with several reinforcing ribs (9) and several small through hole (11) of projection on canal body (1) inwall, the connection of a precast combined water channel is connected with mouth of connecting trough (3) matched in clearance of another precast combined water channel and by connector along (4).
2. precast combined water channel according to claim 1 is characterized in that: described connector structure is, has self-tightening rivet (7), is provided with expanded core (8) in the hole of self-tightening rivet (7).
3. precast combined water channel according to claim 1 is characterized in that: be equipped with fixing along (10) in described canal body (1) both sides.
CN 200520029205 2005-09-12 2005-09-12 Premade composite ditch Expired - Fee Related CN2876179Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200520029205 CN2876179Y (en) 2005-09-12 2005-09-12 Premade composite ditch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200520029205 CN2876179Y (en) 2005-09-12 2005-09-12 Premade composite ditch

Publications (1)

Publication Number Publication Date
CN2876179Y true CN2876179Y (en) 2007-03-07

Family

ID=37819416

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200520029205 Expired - Fee Related CN2876179Y (en) 2005-09-12 2005-09-12 Premade composite ditch

Country Status (1)

Country Link
CN (1) CN2876179Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102839637A (en) * 2012-09-13 2012-12-26 吉林省嘉德塑料有限公司 Flexible channel
CN102852120A (en) * 2012-09-17 2013-01-02 中冶建筑研究总院有限公司 Canal lining
CN103993535A (en) * 2014-04-30 2014-08-20 路域生态工程有限公司 Ecological water-draining apparatus and construction method thereof
CN104213488A (en) * 2013-06-04 2014-12-17 北京泰宁科创雨水利用技术股份有限公司 Composite rainwater blind drain capable of planting green plants on top and construction method thereof
CN109208427A (en) * 2018-10-15 2019-01-15 泉州台商投资区春凯机械科技有限公司 A kind of combined connection apparatus of the combined type curb tidal channel using fluid pressure transmission
CN113152381A (en) * 2021-02-06 2021-07-23 浙江水利水电学院 Diversion canal construction method applied to ecological river channel

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102839637A (en) * 2012-09-13 2012-12-26 吉林省嘉德塑料有限公司 Flexible channel
CN102839637B (en) * 2012-09-13 2015-02-11 刘德利 Flexible channel
CN102852120A (en) * 2012-09-17 2013-01-02 中冶建筑研究总院有限公司 Canal lining
CN104213488A (en) * 2013-06-04 2014-12-17 北京泰宁科创雨水利用技术股份有限公司 Composite rainwater blind drain capable of planting green plants on top and construction method thereof
CN104213488B (en) * 2013-06-04 2016-04-27 北京泰宁科创雨水利用技术股份有限公司 Compound rain-water drainage covered conduit canal and the construction method of green plants can be planted in top
CN103993535A (en) * 2014-04-30 2014-08-20 路域生态工程有限公司 Ecological water-draining apparatus and construction method thereof
CN109208427A (en) * 2018-10-15 2019-01-15 泉州台商投资区春凯机械科技有限公司 A kind of combined connection apparatus of the combined type curb tidal channel using fluid pressure transmission
CN113152381A (en) * 2021-02-06 2021-07-23 浙江水利水电学院 Diversion canal construction method applied to ecological river channel
CN113152381B (en) * 2021-02-06 2022-06-17 浙江水利水电学院 Diversion canal construction method applied to ecological river channel

Similar Documents

Publication Publication Date Title
CN2876179Y (en) Premade composite ditch
JP3927170B2 (en) Side groove block structure
CN203096692U (en) Hinge type concrete block ecological slope protection system
CN102011377B (en) Novel key groove for back-upper heightening of stone-laying gravity dam
CN201202059Y (en) Seepage and drainage geotechnical grille
CN201319768Y (en) Continuous casting green concrete member
CN101818590B (en) Method for building flexible structure
CN208441049U (en) A kind of ecological brick and its ecological slope protection system
CN209388578U (en) A kind of civil engineering class colleges and universities sponge city teaching mode and architectural teaching model
CN2903184Y (en) Self fastening steel reinforced concrete precast block soil resisting wall
CN2492595Y (en) Small impervious plastic canal
CN109006028B (en) Sponge urban afforestation view road of modular structure
CN208204221U (en) A kind of novel electric power drainpipe
CN202232331U (en) Combined variable span fiber reinforced concrete greenhouse support
CN109306720B (en) Water intaking structure
CN206467522U (en) A kind of grass-planting brick
CN206157707U (en) Three -dimensional plastics uniaxial tension grid
CN220503812U (en) Multifunctional assembled ecological slope protection brick
CN219364482U (en) Assembled bank protection barricade
CN114000389B (en) High imitative stone material brick permeates water
CN205839696U (en) A kind of ecology is laid bricks and lays bricks body of wall
CN214116459U (en) Ecological stereoplasm riverbed structure
CN213233497U (en) Assembled arch protective framework
CN219604265U (en) Foot fixing structure for riverway retaining wall at town section
CN207143839U (en) A kind of hydraulic engineering retaining wall

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: 20070307

Termination date: 20130912