CN202787227U - Three-dimensional composite plastic water discharging body - Google Patents

Three-dimensional composite plastic water discharging body Download PDF

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Publication number
CN202787227U
CN202787227U CN 201220370765 CN201220370765U CN202787227U CN 202787227 U CN202787227 U CN 202787227U CN 201220370765 CN201220370765 CN 201220370765 CN 201220370765 U CN201220370765 U CN 201220370765U CN 202787227 U CN202787227 U CN 202787227U
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CN
China
Prior art keywords
water discharging
holes
composite plastic
discharging body
gutter
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 201220370765
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Chinese (zh)
Inventor
宣根
张建华
何学军
赵雪峰
边飞京
徐海勇
俞晶晶
张培光
许铨
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.)
ZHEJIANG GUANCHUAN CONSTRUCTION CO Ltd
ZHEJIANG HUAHUI ELECTROMECHANICAL EQUIPMENT INSTALLATION CO Ltd
ZHEJIANG ZHUAN CONSTRUCTION GROUP CO Ltd
Original Assignee
ZHEJIANG GUANCHUAN CONSTRUCTION CO Ltd
ZHEJIANG HUAHUI ELECTROMECHANICAL EQUIPMENT INSTALLATION CO Ltd
ZHEJIANG ZHUAN CONSTRUCTION GROUP CO Ltd
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Filing date
Publication date
Application filed by ZHEJIANG GUANCHUAN CONSTRUCTION CO Ltd, ZHEJIANG HUAHUI ELECTROMECHANICAL EQUIPMENT INSTALLATION CO Ltd, ZHEJIANG ZHUAN CONSTRUCTION GROUP CO Ltd filed Critical ZHEJIANG GUANCHUAN CONSTRUCTION CO Ltd
Priority to CN 201220370765 priority Critical patent/CN202787227U/en
Application granted granted Critical
Publication of CN202787227U publication Critical patent/CN202787227U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a three-dimensional composite plastic water discharging body which is characterized by comprising a water discharging core plate, water discharging plates with holes and a three-dimensional net-shaped water sucking and discharging body. A cross section of the water discharging core plate is in a shape of a harmonica formed by crosses in parallel, the water discharging plates with the holes are symmetrically arranged in grooves formed by adjacent crosses on two sides at intervals, the water discharging plates with the holes and the grooves are combined through hot melting or a binding agent, and filtering geotechnical cloth is wrapped on the outsides of the water discharging plates with the holes. The three-dimensional net-shaped water sucking and discharging body is filled around the water discharging core plate and the water discharging plates with the holes, a high-strength steel wire ribbing net sheet is symmetrically arranged on the outside of the three-dimensional net-shaped water sucking and discharging body, two ends of the high-strength steel wire ribbing net sheet are connected with two ends of a vertical supporting framework, and a geotechnical cloth filter membrane is wrapped on the outside of the whole composite plastic water discharging body. The three-dimensional composite plastic water discharging body is good in water discharging effects and has good anti-extrusion performance simultaneously.

Description

A kind of three-dimensional composite plastic water discharging body
Technical field
The utility model relates to a kind of three-dimensional composite plastic water discharging body, belongs to building engineering field, be applicable in the construction work as vertical and level to water discharging body be applied to during drainage blanket and ground process.
Background technology
Water discharging body has than polymorphic type, such as discrete material pile, plastic draining board, 3 D stereo water discharging body, flexible porous tube etc., comparatively be widely used at present construction wall and basement bottom board percolating water compile with the engineerings such as eliminating, drainage blanket, soft basic consolidation in.
Vertical drainage body is for the efflux time that shortens the ground pore water, accelerates the consolidation process of soft base, normal employing vertically arranges the drainages such as sand wick, plastic draining board for Soft Ground, comparatively commonly used is plastic draining board at present, its principle is to utilize to be arranged in the plastic draining board of soft base as drainage channel, the load action that applies when top is when soft base, underground water rises in the bed course along band drain with capillarity owing to being squeezed, discharged to the outside by bed course, thereby the acceleration concretion of soft foundation is to improve bearing capacity of foundation soil and to reduce settlement after construction.Plastic draining board has replaced sand wick more and more owing to have that the cross-section of river is large, draining is unobstructed, quality is light, intensity is high and the characteristics such as easy construction, becomes a kind of comparatively desirable vertical drainage body.
The transverse row water body is the horizontal drainage body, usually uses sand cushion (medium coarse sand) or the plastic draining plate level is layed in the bed course, improves the bedding course drainage effect, and general more application is in the treatments of soft foundation such as highway engineering, building engineering.Comparatively Simple fast and cost are relatively low to lay sand cushion, but the drainability of sand cushion is very limited in actual the use, and easy silting, often are difficult to the drainage effect that reaches desirable.
Have at present the plastic draining plate level is layed in the bed course, accelerate the Engineering Projects of the application of bedding course drainage effect, but common plastics band drain resistance to tension is limited, produce excessive differential deformation on the basis, embankment and the medium easy fracture of dykes and dams roller compaction construction process or breakage, the draining central layer easily produces moderate finite deformation when overlying burden is larger, also be difficult to reach the drainage effect of anticipation, when the plastic draining plate level is layed in the bed course and uses as water discharging body, compare with using as vertical drainage body, it is stressed and be out of shape existence than big difference, in structure, the aspects such as material need to re-start design.
The 3 D stereo water discharging body is comprised of the plastic wire double-sided adhesive infiltration geotextiles of stereochemical structure, and alternative traditional sand grains and layer of gravel can promptly be discharged underground water.It can also play the effect of isolation and ground stabilization simultaneously, also is widely used in the engineering practice.Three general three-dimensional drains are because used material and self structure, in when, differential settlement occuring on the basis or being subject to larger extruding force its distortion larger, drainage performance can be had a strong impact on.
Flexible porous tube is a kind of composite geosynthetics that development in recent years is got up.It is comprised of with the tube wall lapping two large divisions with permeable filtration, protective effect the high strength steel wire ring as supporter, utilizes capillarity and siphon principle, makes gutter have suction and permeable effect, has comprehensive function withstand voltage, acid and alkali-resistance concurrently.But it has the single slope drainage function; And water-permeable pipe is deviate from from sand furrow sometimes in follow-up construction, and powerful negative pressure also can make flexible pipe incline and cause drainage channel blocked; The outer field coating of water-permeable pipe is easily aging under solar radiation in addition, must use as early as possible after devaning, so that the range of application of flexible porous tube has been subject to certain restriction.
In sum, need at present a kind of range of application that can effectively enlarge traditional band drain and flexible porous tube etc. of invention badly, drainage effect is good, have simultaneously good anti-extrusion performance, can be used as the vertical level that reaches and be applied to have the preferably three-dimensional composite plastic water discharging body of technical economic benefit in drainage blanket and the ground processing to water discharging body.
Summary of the invention
The purpose of this utility model is to provide a kind of three-dimensional composite plastic water discharging body, has all good characteristics of drainage function, anti-extrusion performance.
In order to realize above-mentioned technical purpose, the utility model has adopted following technical scheme:
A kind of three-dimensional composite plastic water discharging body, it is characterized in that comprising the netted suction water body of draining central layer, gutter with holes and 3 D stereo, gutter outsourcing anti-filter geotextiles with holes wherein, around draining central layer and gutter with holes, fill the netted suction water body of 3 D stereo, be symmetrical arranged high tensile steel wire reinforced bar net sheet in the external side of the netted discharging water of 3 D stereo along cross-sectional direction, high tensile steel wire reinforced bar net sheet two ends are connected with vertical supporting skeleton two ends, and composite plastic water discharging body integral body is covered the geotextiles filter membrane outward.High tensile steel wire reinforced bar net sheet has higher resistance to compression and tensile property.
This composite plastic water discharging body, profile is cuboid.
Described draining central layer cross section is the mouth organ shape of the cross formation of parallel connection, is in the grooves on two sides that consists of between the adjacent cross and arranges symmetrically gutter with holes, adopts hot melt or adhesive combination between the two.The drainage system that draining central layer and gutter with holes form has unobstructed drainage performance.
The geotextiles filter membrane is the terylene nonwoven fabric, spin geotextiles or composite earthwork cloth is made, and is closed with Method for bonding or sewing during coating.
Gutter with holes is plastic conduit, and body has hole.
It is that primary raw material is made that the netted suction water body employing of 3 D stereo has the thermoplastic synthetic resin of releasing the water good reversibility that absorbs water, and has good retaining performance.
The three-dimensional composite plastic water discharging body that the utility model relates to, speed of application is fast, drainage effect good, anti-extrusion performance is good, has preferably technical economic benefit, can be used as the vertical level that reaches is applied to can effectively enlarge the range of application of traditional band drain and flexible porous tube etc. in drainage blanket and the ground processing to water discharging body.
Description of drawings
Fig. 1 is the three-dimensional composite plastic water discharging body of the utility model profile;
Among the figure: 1-geotextiles filter membrane, 2-draining central layer, 3-gutter with holes, the netted suction water body of 4-3 D stereo, 5-high tensile steel wire reinforced bar net sheet, 6-vertical supporting skeleton, 7-anti-filter geotextiles.
Specific embodiment
Fig. 1 is the three-dimensional composite plastic water discharging body of the utility model profile, as shown in Figure 1, a kind of composite plastic water discharging body, comprise draining central layer 2, the netted suction water body 4 of gutter 3 with holes and 3 D stereo, gutter 3 outsourcing anti-filter geotextiles 7 with holes wherein, around draining central layer 2 and gutter with holes 3, fill the netted suction water body 4 of 3 D stereo, be symmetrical arranged high tensile steel wire reinforced bar net sheet 5 in the netted suction water body of 3 D stereo 4 outsides along cross-sectional direction, high tensile steel wire reinforced bar net sheet 5 two ends are connected with vertical supporting skeleton 6 two ends, and composite plastic water discharging body integral body is covered geotextiles filter membrane 1 outward.
It is 30mm that the three-dimensional composite plastic water discharging body of present embodiment is thickness, and width is the cuboid of 400mm.
Geotextiles filter membrane 1 adopts pure polyster fibre hot rolling filter membrane, thickness 4.5mm, filter membrane dry state endwise tensile strength 〉=40N/cm, filter membrane hygrometric state endwise tensile strength 〉=45N/cm, filter membrane transmission coefficient 〉=4 * 10 -3Cm/s, filter membrane effective aperture<90 μ m, filter membrane trap tear strength (vertical/horizontal stroke) is 80/70N, adopts sewing closed during coating.Anti-filter geotextiles 7 adopts the polyester filament geotextile, and material is the PFY fiber.
Draining central layer 2 is mixed by polypropylene and polyethylene mixing and is mixed with width 100mm, thickness 4mm.The cross section is the mouth organ shape of the cross formation of parallel connection, it is 6mm that the groove that consists of between the draining central layer 2 adjacent crosses is the square length of side, be in the groove and arrange symmetrically up and down gutter 3 with holes, and horizontal direction gutter 3 with holes is spaced apart and arranged in the groove, adopt the adhesive combination between the two, consist of an effective white-out water system.
Gutter 3 with holes is the hard PVC pipe, and mouth of pipe external diameter is 5mm, and wall thickness is 1 mm, and the opening of reservation is arranged on the pore wall, and is crooked or can adopt special joint when turning at needs.
High tensile steel wire reinforced bar net sheet 5 adopts diameter 3mm steel wire welded to be connected into net, and mesh size 30mm * 320mm, width are 380mm.
It is the reinforcing bar of 6.5mm that vertical supporting skeleton 6 adopts diameter, two ends and 5 welding of high tensile steel wire reinforced bar net sheet.
The netted suction water body of 3 D stereo 4 has suction to release the thermoplastic synthetic resin of water good reversibility is the 3 D stereo net structure that primary raw material is made for adopting.

Claims (4)

1. three-dimensional composite plastic water discharging body, it is characterized in that comprising the netted suction water body of draining central layer, gutter with holes and 3 D stereo, gutter outsourcing anti-filter geotextiles with holes wherein, around draining central layer and gutter with holes, fill the netted suction water body of 3 D stereo, be symmetrical arranged high tensile steel wire reinforced bar net sheet in the external side of the netted discharging water of 3 D stereo along cross-sectional direction, high tensile steel wire reinforced bar net sheet two ends are connected with vertical supporting skeleton two ends, and composite plastic water discharging body integral body is covered the geotextiles filter membrane outward.
2. three-dimensional composite plastic water discharging body according to claim 1, it is characterized in that described draining central layer cross section is the mouth organ shape of cross formation in parallel, be in the groove of the up and down both sides that consist of between the adjacent cross and arrange symmetrically gutter with holes, and horizontal direction gutter with holes interval is arranged, is adopted hot melt or adhesive combination between the two.
3. three-dimensional composite plastic water discharging body according to claim 1 is characterized in that described geotextiles filter membrane is the terylene nonwoven fabric, spins geotextiles or composite earthwork cloth is made, and is closed with Method for bonding or sewing during coating.
4. three-dimensional composite plastic water discharging body according to claim 1 is characterized in that described gutter with holes is plastic conduit, and body has hole.
CN 201220370765 2012-07-30 2012-07-30 Three-dimensional composite plastic water discharging body Expired - Fee Related CN202787227U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220370765 CN202787227U (en) 2012-07-30 2012-07-30 Three-dimensional composite plastic water discharging body

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Application Number Priority Date Filing Date Title
CN 201220370765 CN202787227U (en) 2012-07-30 2012-07-30 Three-dimensional composite plastic water discharging body

Publications (1)

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CN202787227U true CN202787227U (en) 2013-03-13

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498446A (en) * 2013-07-16 2014-01-08 中冶集团武汉勘察研究院有限公司 Rib-free box type reinforcing and seepage discharging composite component
CN103556570A (en) * 2013-10-29 2014-02-05 华南理工大学 Bridge deck pavement drainage bonding layer structure and construction method thereof
CN104988899A (en) * 2015-06-17 2015-10-21 成都科创佳思科技有限公司 Drainage protection plate
CN106801415A (en) * 2017-03-30 2017-06-06 建湖县申茂软基材料有限公司 A kind of monoblock type thin plastic drain bar and ground vertical drainage system
CN109339022A (en) * 2018-09-29 2019-02-15 湖南大学 A kind of production method with drain function TGXG

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498446A (en) * 2013-07-16 2014-01-08 中冶集团武汉勘察研究院有限公司 Rib-free box type reinforcing and seepage discharging composite component
CN103556570A (en) * 2013-10-29 2014-02-05 华南理工大学 Bridge deck pavement drainage bonding layer structure and construction method thereof
CN103556570B (en) * 2013-10-29 2015-09-16 华南理工大学 A kind of structure of bridge deck pavement drainage tack coat and construction method thereof
CN104988899A (en) * 2015-06-17 2015-10-21 成都科创佳思科技有限公司 Drainage protection plate
CN106801415A (en) * 2017-03-30 2017-06-06 建湖县申茂软基材料有限公司 A kind of monoblock type thin plastic drain bar and ground vertical drainage system
CN109339022A (en) * 2018-09-29 2019-02-15 湖南大学 A kind of production method with drain function TGXG

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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: 20130313

Termination date: 20170730