CN1429949A - Convex water draining plate - Google Patents
Convex water draining plate Download PDFInfo
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- CN1429949A CN1429949A CN 01130157 CN01130157A CN1429949A CN 1429949 A CN1429949 A CN 1429949A CN 01130157 CN01130157 CN 01130157 CN 01130157 A CN01130157 A CN 01130157A CN 1429949 A CN1429949 A CN 1429949A
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- block
- grid
- water draining
- draining plate
- convex water
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A drainage plat for soil and structural body is composed of water-permeable filter layer and drainage core plate consisting of supporting blocks and hump lattice. Its advantages are high drainability and low cost.
Description
One) technical field
The present invention relates to the band drain of a kind of underdrainage and structure row infiltration.
Two) background technology
At present, in civil engineering, often must carry out the draining of the soil body or structure inside, as dewatering, the row's of cutting underground water, the barricade back of the body, abutment draining, tunnel drainage or the like.In these drainage workss, a kind of band drain commonly used is that the central layer outer wrapping permeatable filter layer that is provided with discrete projecting parts on flat board is formed, this central layer that is provided with discrete projecting parts structurally can be divided into back-up block 01 and plate part 02, as shown in Figure 1, back-up block 01 wherein supports the outer permeatable filter layer 03 that covers, plate part 02 connects back-up block 01 and forms the draining central layer integral body with intensity, extraneous infiltration is infiltrated in the draining central layer by the permeatable filter layer 03 that covers outward, is draining between the back-up block 01 He on the plate part 02.This class band drain can be described as the fixing band drain of back-up block, in Chinese patent, the ZL patent No. 94192392.4 once disclosed a kind of subsoil drain, be to be provided with non-convex area on the band drain central layer that back-up block is fixed, the ZL patent No. 95217483.9 also is the fixing band drain of this back-up block in addition.
The fixing band drain of back-up block has following shortcoming: 1; because back-up block is fixed on the plate part; band drain itself has certain bulk strength; can not commensurate structure thing surface uneven: for example in the tunnel; on the structures such as retaining wall during draining; because the surface of these structures palpus drainings is normally rough; and the plate part 02 of the band drain of prior art and back-up block 01 are the integral body with equal hardness; when such band drain is used in the structure surface; under ambient pressure; band drain regular meeting breaks at the uneven place of structure or damages by pressure, and loses drainage effect.2, the back-up block size of band drain is limited and cause displacement little, want to increase displacement, make trouble and the cost height when increasing the size of back-up block: the height of back-up block 01 is less, cause drainage space less, cause that drainage efficiency is low, when wanting to increase displacement increase back-up block 01 height, the thickness of entire plate be must increase, thereby manufacturing process trouble, cost height made; Less drainage space is also easily compressed in a large number between extraneous load action lower support piece 01 in addition, thereby drainage space is reduced in a large number, and displacement reduces; 3, local compressive strength is low: the back-up block 01 in the existing band convex water draining plate and plate part 02 are made by same material, feasible on making, the anti-pressure ability of back-up block 01 has certain restriction, easily is compressed under extraneous load action, thereby drainage space is reduced; 4, have hydraulic pressure: when two-sided projection, difficult up and down the perforation causes in drainage procedure, and plate part 02 top can not get when hydraulic pressure is arranged discharging, and plate part 02 bottom also can not get when hydraulic pressure is arranged discharging, and drainage efficiency is reduced.
Three) summary of the invention
The object of the present invention is to provide a kind of can commensurate structure thing surface configuration the variation, can easily increase the size of displacement and back-up block, local compressive strength height, drainage efficiency height, make simple a kind of convex water draining plate.
The object of the present invention is achieved like this: comprise the draining central layer that permeatable filter layer and back-up block are fixing, permeatable filter layer is coated on outside the fixing draining central layer of back-up block, it is characterized in that: described draining central layer is made of back-up block and grid, and this back-up block runs through movably and is connected in grid.
Described back-up block can be plastic pipe, cement block, the special-shaped piece that the three-dimensional ring piece of hard silk suture coiled and composite material are formed;
Described back-up block shape can be at least one axial uniform section type block, also can also can be provided with reinforce in the back-up block for unequal section type block.
Described grid can be the net of plastics, rubber, fiber, wire or its composite material composition.
Described back-up block run through movably be connected in be meant on the grid run through the back-up block that is connected on the grid can be with respect to the grid position displacement, and the grid that does not break away from the back-up block place comes the variation of commensurate structure body or landform shape with this.
Described connection can be the bayonet socket section that back-up block is provided with indent, and this bayonet socket section is connected in the checkerwork cell of grid.
Described connection also can be that back-up block is provided with spacing line, and the ruling threading of grid connects this back-up block.
Described connection can also be that back-up block and graticule mesh are netted parcel, and this net forms at interval node and wraps and connect between back-up block.This net can have flexibility or elasticity certainly.
Described connection can also be that back-up block and graticule mesh are wrapped up by cloth, and this cloth forms at interval node and wraps and connect between back-up block.This cloth also can have flexibility or elasticity certainly.
Described connection can also be to be provided with greater than the enclosed type of grid ruling size with seamly by back-up block, and the ruling of grid passes this enclosed type seam of wearing with seam and connects.
Described a kind of convex water draining plate can with plastic irregular profile, helical spring combination further increases the draining cavity, drainage efficiency further improves.
Band drain of the present invention can be provided with geomembrane according to actual conditions on several, and makes at least one face of a kind of convex water draining plate of the present invention permeable.
The present invention compared with prior art has the following advantages: 1, commensurate structure thing surface uneven preferably: because back-up block can be with respect to the grid position displacement, thereby make band drain can commensurate structure thing surface on the variation of concaveconvex shape; 2, the back-up block size of band drain of the present invention without limits, when wanting to increase displacement, back-up block and size of mesh opening all easily increase, and make simply, cost is not high; 3, compressive strength height: because each back-up block can be made separately with the material that is different from grid, so the material such as the cement concrete of available advantages of higher compressive strength, hard plastic tubes etc. obtain the back-up block of high compressive strength, so that distortion is little under pressure, thereby have guaranteed enough drainage spaces; 4, do not have hydraulic pressure: since current can the graticule mesh between back-up block in up/down perforation, flow freely, make hydraulic pressure reduce to minimum, drainage efficiency is increased to maximum.
Four) description of drawings
The present invention is further illustrated below in conjunction with the drawings and specific embodiments.
Fig. 1 is the band drain perspective view of band discrete projecting parts;
Fig. 2 is the perspective view of the embodiment of the invention one;
Fig. 2-1 is the back-up block perspective view of the embodiment of the invention one;
Fig. 2-2 is two kinds of back-up block schematic diagrames that can be used for the embodiment of the invention one to Fig. 2-3;
Fig. 3 is the perspective view of the embodiment of the invention two;
Fig. 4 is the embodiment of the invention three stereochemical structure decomposing schematic representations;
Fig. 4-1 is the cross sectional view of the embodiment of the invention three;
Fig. 5 is the perspective view of the embodiment of the invention four;
Fig. 6 is the perspective view of the embodiment of the invention five;
Fig. 6-1 is the back-up block perspective view of the embodiment of the invention five;
Fig. 7 is the perspective view of the embodiment of the invention six;
Fig. 7-1 is two kinds of objects that enlarge the draining cavity in the embodiment of the invention six to Fig. 7-2;
Five) specific embodiment
As shown in Figure 2, present embodiment one comprises back-up block 1, grid 2, outsourcing permeatable filter layer 3.Graticule mesh 2 is the perforated plastic plate, hole on this plastic plate can be divided into permeable intercommunicating pore 23 and run through the hole 21 that is connected back-up block 1, its mesopore 21 is oblate, the girth in oblate hole 21 makes back-up block 1 can pass this oblateness hole 21 under oblate state greater than the maximum cross-section diameter of back-up block 1; Back-up block 1 is a pvc pipe, pvc pipe 1 stage casing is provided with monosymmetric square hole 11, to obtain the bayonet socket section that pvc pipe 1 stage casing presents indent, make pvc pipe 1 in the oblate hole of passing under the oblate state on the graticule mesh 2 21, after passing oblate hole 21, pvc pipe 1 recovers circular state again, makes bayonet socket section 11 positions of pvc pipe 1 indent be connected in the checkerwork cell 21 of graticule mesh 2 like this, and can realize that pvc pipe 1 can be at the 11 places upper and lower displacement of bayonet socket section and don't the disengaging checkerwork cell 21 of indent; The lower end sidewall of pvc pipe 1 is provided with water outlet opening 12, so that the water that infiltrates in the pvc pipe 1 can be drained; Such pvc pipe 1 places a kind of convex water draining plate central layer that has constituted present embodiment in the checkerwork cell 21 of perforated plastic panel net 2, at band drain central layer outsourcing earthing worker fabric 3, has promptly constituted a kind of convex water draining plate of present embodiment.In the present embodiment,, therefore, also can not establish permeable intercommunicating pore 23 owing to there is bayonet socket section 11 that the current of plastic plate graticule mesh about in the of 2 are connected.Can outside a kind of convex water draining plate central layer, only wrap up layer of geotextile 3; Also wrapped multiple geotextile 3 as required, the geotextile joint of adjacent layer staggers mutually; Also can wrap up as required after the layer of geotextile, guarantee that its lap is provided with the fluid-tight relatively geomembrane of one deck again under the permeable prerequisite of at least one face of band drain.
Fig. 2-1 is the three-dimensional structure diagram of embodiment one single back-up block 1; Fig. 2-2 and Fig. 2-3 are a kind of back-up block shape that can be used for present embodiment one: they all have the bayonet socket 11 of indent.
Each checkerwork cell size all equates in following examples, and obviously, the checkerwork cell size does not wait or checkerwork cell shape difference all is fine.
As shown in Figure 3, present embodiment two comprises back-up block 1, spacing line 41, grid 2, outsourcing permeatable filter layer 3.Back-up block 1 is made for plastic pvc, grid 2 is for being covered with the steel wire grid of PVC, and checkerwork cell 21 sizes equate that the material of spacing line 41 is the elastic polyethylene line, the activity displacement that act as restriction block 1 of spacing line 41 does not break away from the checkerwork cell 21 of grid 2, and the material of permeatable filter layer 3 is a geotextile.Back-up block 1 is after moulding, end at back-up block 1 side welded limiting line 41, then back-up block 1 is run through in the checkerwork cell 21 that is arranged at grid 2, and the ruling 22 that the other end of spacing line 41 surrounds side next door is welded on the side of back-up block 1, back-up block 1 couples together with grid 2 cross-under by spacing line 41 like this, when making back-up block 1 movable in the weld zone scope of checkerwork cell 21 and spacing line 41, be separated by between the adjacent supports piece 1 distance of a grid checkerwork cell 21, the plate of forming existing gauze wire cloth 2 the same rigidity like this, each back-up block 1 again can be perpendicular to the convex water draining plate central layer of grid 2 upper and lower displacements, in such central layer outer wrapping layer of geotextile 3, each back-up block 1 can have a face to stick on the geotextile 3.Present embodiment only shows a kind of connected mode of spacing line, does not break away from the purpose of checkerwork cell 21 in the time of obviously can realizing 1 activity of restriction back-up block by obvious multiple spacing line set-up mode.
As shown in Figure 4, present embodiment three comprises back-up block 1, graticule mesh 2, and 42 of parcel back-up block 1, net 42 be at the node connecting line 421 between the back-up block 1 in twos, and what cover outward oozes row's filtration beds 3.Wherein back-up block 1 is shaped as cone for to be made by cement concrete, and back-up block is that other materials or shape are also passable certainly.Graticule mesh 2 is for being covered with the gauze wire cloth of PVC, and net 42 is the flexible polyethylene net, and 421 is formal wire, and permeatable filter layer 3 is a geotextile.Back-up block 1 runs through in the checkerwork cell 21 that is arranged at graticule mesh 2, be separated by between the adjacent supports piece 1 distance of a checkerwork cell 21, with net 42 whole back-up block 1 of parcel and graticule mesh 2, and connect the two layers of mesh up and down 42 and the graticule mesh 2 that wrap up in the gap between the back-up block 1 in twos by connecting line 421 and forms the binding site 400 that disperses, the bag that forms net 42 each back-up block 1 of parcel like this connects, wherein net 42 is not closely to wrap up back-up block 1, but the parcel of pine, make parcel back-up block 1 back back-up block 1 also have movable space, make back-up block 1 both can be in checkerwork cell 21 movable like this, limited by net 42 again and the grid checkerwork cell 21 that can not break away from the place.This bag is connected on when implementing, and can before net 42 parcel back-up blocks 1 object of headspace be set on back-up block 1, removes this reservation thing behind the parcel again.Coat geotextile 3 at last outside.The formation of discrete binding site 400 can certainly be only formed by net 42 two-layer up and down gap hot weld or the bonding or colligation between back-up block 1 in the present embodiment, and while graticule mesh 2 also is wrapped in therebetween.Fig. 4-1 is the cross sectional view of present embodiment three.The net 42 of present embodiment three parcel back-up blocks 1 obviously also can replace with flexible cloth or elastical cloth, geotextile cloth for example, and rubber film etc., during with rubber-like cloth or net parcel, obviously can be closely the back-up block parcel.Present embodiment three can also wrap up the net 42 that one deck supports permeatable filter layer 3 again between net 42 and permeatable filter layer 3 (being between convex water draining plate central layer and the permeatable filter layer), this layer supporting network no longer includes discrete binding site between back-up block 1.
As shown in Figure 5, present embodiment four runs through the perspective view on the ruling that is arranged at grid 2 for back-up block, and present embodiment five comprises back-up block 1, grid 2, permeatable filter layer 3.Back-up block 1 is a unit of plastic, grid 2 is for being covered with the steel wire grid of PVC, ruling 22 diameters of grid 2 are 3 millimeters, permeatable filter layer 3 is a geotextile, wherein unit of plastic 1 is located on ruling 22 crosspoints of grid 2, unit of plastic 1 is provided with the enclosed type that is complementary with ruling 22 with seam 8, enclosed type with seam 8 is of a size of wide 4 millimeters, high 20 millimeters, length runs through block 1, and the ruling in length and breadth 22 of grid 2 passes enclosed type with seam 8 and wears the seam connection, back-up block 1 is can be on the ruling 22 of grid 2 up and down by the scope of enclosed type with seam 8 like this, constituted a kind of central layer of convex water draining plate, the outside coats geotextile 3, promptly becomes a kind of convex water draining plate of present embodiment.When reality is made the back-up block 1 of present embodiment, can locate the back-up block 1 that has enclosed type with seam 8 two parts about 8 punishment with seam are bonding again in the crosspoint of ruling 22.
As shown in Figure 6, present embodiment five runs through cross section structure schematic diagram on the ruling 22 that is arranged at grid 2 for back-up block 1, and present embodiment figure only shows a kind of sectional view of convex water draining plate central layer, during actual moulding, coats layer of geotextile again and gets final product.Present embodiment comprises back-up block 1, grid 2.The serve as reasons three-dimensional ring body of the steel wire coiled that is coated with PVC of back-up block 1, the three-dimensional ring body comprises four layers of steel wire ring and the perpendicular reinforcing bar of twice that connects with the steel wire boxing.Back-up block 1 runs through the crosspoint that is arranged at ruling 22, wherein is provided with spacing line 41 in the middle of the back-up block 1, and spacing line 41 is a twice steel wire ring, and twice steel wire ring and ruling 22 have constituted the up and down scope of back-up block 1.Constituted a kind of convex water draining plate central layer like this, Fig. 6-1 is the three-dimensional structure diagram of single back-up block 1.
As shown in Figure 7, present embodiment six is for being provided with a kind of convex water draining plate example that enlarges the draining cavity, and present embodiment seven comprises back-up block 1, grid 2, spacing line 41, outsourcing permeatable filter layer 3, the object 7 of expansion draining cavity.Back-up block 1 is a plastics polypropylene piece, is shaped as the axial uniform section type of space Z, and grid 2 is for being covered with the gauze wire cloth of PVC, and connecting line 41 is a formal wire, and the material of permeatable filter layer 3 is a geotextile, and the object 7 that enlarges the draining cavity is " U type " plastic irregular profile.In the present embodiment, back-up block 1 places in the hole of grid 2, spacing line 41 on the back-up block 1 couples together with grid 2, after forming the protruding draining central layer of a kind of activity, couple together with " U type " plastic irregular profile at limit place, plastic irregular profile 7 and unit of plastic 1 are connected by continuously connected fastener, can certainly bond or weld, at the draining central layer outsourcing earthing worker fabric 3 that has comprised plastics abnormity material, promptly become the convex water draining plate that has enlarged the draining cavity at last.The plastic irregular profile of present embodiment is arranged on the limit place of draining central layer, is arranged on place, non-limit as draining central layer centre etc. certainly and all is fine.
Fig. 7-1 is for enlarging the arc plastic irregular profile 71 of draining cavity;
Fig. 7-2 is for enlarging the helical spring that is covered with PVC 72 of draining cavity, and helical spring 72 can pass graticule mesh 2 and link together with the draining central layer.
Claims (10)
1, a kind of convex water draining plate that is used to get rid of infiltration, comprise the draining central layer that permeatable filter layer and back-up block (1) are fixing, permeatable filter layer is coated on outside the fixing draining central layer of back-up block (1), it is characterized in that: described draining central layer is made of back-up block (1) and grid (2), and this back-up block (1) runs through movably and is connected in grid (2).
2, a kind of convex water draining plate according to claim 1 is characterized in that: described back-up block (1) has the bayonet socket section (11) of indent, and this bayonet socket section (11) is connected in the checkerwork cell (21) of grid (2).
3, a kind of convex water draining plate according to claim 2 is characterized in that: described back-up block (1) is a tubulose, and the termination is provided with water outlet opening (12).
4, a kind of convex water draining plate according to claim 1 is characterized in that: described back-up block (1) is provided with spacing line (41), and the ruling (22) of grid (2) is connected to spacing line (41).
5, a kind of convex water draining plate according to claim 1, it is characterized in that: described back-up block (1) is in the checkerwork cell (21) of grid (2), back-up block (1) and grid (2) are by net (42) parcel, and this net (42) is formed with node (400) at interval between back-up block (1).
6, a kind of convex water draining plate according to claim 1, it is characterized in that: described back-up block (1) is in the checkerwork cell (21) of grid (2), back-up block (1) and grid (2) are by cloth (43) parcel, and this cloth (43) is formed with node at interval between back-up block (1).
7, a kind of convex water draining plate according to claim 1 is characterized in that: described back-up block (1) is on the ruling (22) of grid (2), and this back-up block (1) is the three-dimensional ring of hard silk suture coiled.
8, a kind of convex water draining plate according to claim 1, it is characterized in that: described back-up block (1) is on the ruling (22) of grid (2), this back-up block (1) is provided with the enclosed type (8) with seam greater than grid ruling (22) size, and the ruling (22) of grid (2) passes enclosed type (8) with seam.
9, a kind of convex water draining plate according to claim 1 is characterized in that: described permeable central layer is provided with latticed reinforcement supporting layer.
10, according to the described any convex water draining plate of claim 1 to 9, it is characterized in that: described permeable central layer is provided with profile shapes (71) or the helical spring (72) that enlarges permeable cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01130157 CN1429949A (en) | 2001-12-30 | 2001-12-30 | Convex water draining plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01130157 CN1429949A (en) | 2001-12-30 | 2001-12-30 | Convex water draining plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1429949A true CN1429949A (en) | 2003-07-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01130157 Pending CN1429949A (en) | 2001-12-30 | 2001-12-30 | Convex water draining plate |
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| Country | Link |
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| CN (1) | CN1429949A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100350118C (en) * | 2005-05-16 | 2007-11-21 | 江阴市华宏橡塑厂 | High density polyethylene drainage protection board and its preparation method |
| CN102575445A (en) * | 2009-10-05 | 2012-07-11 | 阿考塞弗林阿尔曼有限公司 | Drainage body |
-
2001
- 2001-12-30 CN CN 01130157 patent/CN1429949A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100350118C (en) * | 2005-05-16 | 2007-11-21 | 江阴市华宏橡塑厂 | High density polyethylene drainage protection board and its preparation method |
| CN102575445A (en) * | 2009-10-05 | 2012-07-11 | 阿考塞弗林阿尔曼有限公司 | Drainage body |
| CN102575445B (en) * | 2009-10-05 | 2015-03-25 | 阿考塞弗林阿尔曼有限公司 | Drainage body |
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