CN109577310A - A kind of discharge structure - Google Patents
A kind of discharge structure Download PDFInfo
- Publication number
- CN109577310A CN109577310A CN201811468654.1A CN201811468654A CN109577310A CN 109577310 A CN109577310 A CN 109577310A CN 201811468654 A CN201811468654 A CN 201811468654A CN 109577310 A CN109577310 A CN 109577310A
- Authority
- CN
- China
- Prior art keywords
- discharge structure
- mainboard
- connecting plate
- pieces
- rhone
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The present invention relates to discharging consolidation field, specially a kind of discharge structure.The discharge structure includes: skeleton, including mainboard and connecting plate, at least two pieces of the mainboard, two sides of every piece of mainboard are the first working face, it is respectively arranged with several first rhones in the same direction on each first working face, first working face of adjacent two pieces of mainboards is positioned opposite and first rhone is parallel to each other, and adjacent two pieces of mainboards are connected by the connecting plate, and the connecting plate is perpendicular to first rhone；Permeable overlay film is set on first working face, and first rhone is covered to the first drainage channel to form both ends open.The present invention provides a kind of discharge structure, several pieces of mainboards are linked together by connecting plate, reduce site operation difficulty, and can be according to the arrangement form for needing to adjust the discharge structure of construction site, the present invention is enhanced to the adaptability of different construction sites, is beneficial to promote.
Description
Technical field
The present invention relates to discharging consolidation fields, more particularly to a kind of discharge structure.
Background technique
Discharging consolidation is or to preset the ground of the vertical drainage bodies such as sand drain to subsoil, utilizes building itself
Weight grading gradually loads, or before building construction, loads precompressed in advance in place, and water in soil is discharged, to realize
It gradually consolidates, thus the method for preventing ground from sinking, while improving intensity.
In practical operation, the mode for loading precompressed in advance in place is mostly used to achieve the purpose that place consolidation draining, and
It loads in precompressed, needs to be arranged in ground displacement hull, the draining of the currently used plastic draining board and tubulose for having plate
French drain.
But the plastic draining board of either plate or the weeper drain of tubulose, due to needing to be arranged numerous drainings
Plate or french drain, therefore construction is inconvenient, low efficiency.
Summary of the invention
The present invention provides a kind of discharge structure, is able to solve the problem of prior art Plastic Drain Slab Construction inconvenience.
The invention is realized in this way a kind of discharge structure, comprising:
Skeleton, including mainboard and connecting plate, at least two pieces of the mainboard, two sides of every piece of mainboard are the first work
Face is respectively arranged with several first rhones on each first working face in the same direction, adjacent two pieces of mainboards
First working face is positioned opposite and first rhone is parallel to each other, and adjacent two pieces of mainboards are linked to be by the connecting plate
One, the connecting plate is perpendicular to first rhone；
Permeable overlay film is set on first working face, and first rhone is covered to the first row to form both ends open
Aquaporin.
The present invention provides a kind of discharge structure, including skeleton and permeable overlay film, the skeleton are made of mainboard and connecting plate,
The size for adjusting the skeleton and specific arrangement form can be actually needed according to scene, be provided with permeable overlay film on skeleton,
The first row sink separator being arranged on ground and skeleton is come, forms the first drainage channel, the water in ground is in ground itself
It enters in first drainage channel under the action of gravity or impressed pressure through the permeable overlay film, is arranged along drainage channel
Out.Several pieces of mainboards of the invention are linked together by connecting plate, reduce site operation difficulty, improve working efficiency, and can be with
According to the arrangement form for needing to adjust the discharge structure of construction site, adaptation of the present invention to different construction sites is enhanced
Property, it is beneficial to promote.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of discharge structure provided in an embodiment of the present invention；
Fig. 2 is several connected mode schematic diagrams of mainboard provided in an embodiment of the present invention and connecting plate；
Fig. 3 is a kind of form of I-I cross-sectional view in Fig. 1；
Fig. 4 is another form of I-I cross-sectional view in Fig. 1；
Fig. 5 is another form of I-I cross-sectional view in Fig. 1；
Fig. 6 is a kind of structure type schematic diagram of mainboard provided in an embodiment of the present invention；
Fig. 7 is a kind of structure type schematic diagram of mainboard inner horizontal plate provided in an embodiment of the present invention and stringer board；
Fig. 8 is a kind of structure type schematic diagram of mainboard inner horizontal plate provided in an embodiment of the present invention and stringer board；
Fig. 9 is the structural schematic diagram of another discharge structure provided in an embodiment of the present invention；
Figure 10 is a kind of form of III-III cross-sectional view in Fig. 9；
Figure 11 is another form of IV-IV cross-sectional view in Fig. 9；
In attached drawing: 1, mainboard；2, connecting plate；3, permeable overlay film；4, diaphragm plate；5, midfeather.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
The present invention provides a kind of discharge structure, is able to solve the problem of prior art Plastic Drain Slab Construction inconvenience.
Specific implementation of the invention is described in detail below in conjunction with specific embodiment.
As shown in Figure 1, being a kind of structural schematic diagram of discharge structure provided in an embodiment of the present invention, comprising:
Skeleton, including mainboard 1 and connecting plate 2, at least two pieces of the mainboard 1, two sides of every piece of mainboard 1 are the first work
Make face, is respectively arranged with several first rhones, adjacent two pieces of mainboards 1 on each first working face in the same direction
The first working face it is positioned opposite and first rhone is parallel to each other, adjacent two pieces of mainboards 1 pass through the connecting plate 2
It is connected, the connecting plate 2 is perpendicular to first rhone；
Permeable overlay film 3 is set on first working face, and first rhone is covered to the first row to form both ends open
Aquaporin.
In the present invention, the mainboard includes at least two pieces, as shown in Figure 1, the height of the mainboard 1 is 1 ~ 10m, along paper
The thickness in face is not less than 0.5m, and the distances of two pieces of mainboards 1 is 0.2 ~ 2m, not less than two pieces mainboards 1 of length of the connecting plate 2 it
Between distance.As shown in Fig. 2, giving several types of attachment of mainboard and inclined plate of the present invention, a is the angle for not limiting connecting plate 2
Degree and quantity, b be do not limit whether connecting plate 2 intersects, c keeps certain rule between connecting plate 2, such as be parallel to each other, between
Away from etc..In fact, two adjacent two pieces of mainboards are not necessarily parallel when one timing of length of mainboard 1, it between each other can be in one
Clamp angle setting, as shown in d in Fig. 2.Actual size of the invention is determined by the size of construction site, is transported for convenience and raw
It produces, the present invention can be made as the unified unit module of size, such as 3*3 meters, the different sizes such as 3*5 meters carry out again at the scene
Simple concatenation.In the present invention, due to the presence of connecting plate 2, can greatly extend the height of mainboard 1, guarantee its
Still there is enough intensity under larger size, thus can integrally be laid with, improve working efficiency.
In the present invention, as in Figure 3-5, the mainboard might not be equal with the width of connecting plate, the connecting plate
Same position can front and back muti-piece is set, the concrete form of the connecting plate between mainboard and mainboard can also be different.It is such to set
The utilization rate that material can be improved with randomness is set, material different in size is all stitched together, allows the present invention more ring
It protects.
In the present invention, as shown in figure 3, the draining side of first drainage channel is vertical with paper, the water in ground exists
It enters in first rhone under the action of pressure through the permeable overlay film 3, the vertical direction row shown in Fig. 1
Out.For the ease of draining, the present invention should be set on the construction site with certain inclination angle, make water in the first passage from
So discharge.It is of course also possible to be set to parallel field on the ground, it can use setting of drawing water at this time and take out the water in the first passage
Out, this is the prior art commonly used in the art, and the present invention repeats no more.
A kind of discharge structure provided by the invention, including skeleton and permeable overlay film 3, the skeleton is by mainboard 1 and connecting plate 2
It constitutes, the size for adjusting the skeleton and specific arrangement form can be actually needed according to scene, are provided on skeleton permeable
Overlay film 3 comes the first row sink separator being arranged on ground and skeleton, forms the first drainage channel, the water in ground is on ground
It is entered in first drainage channel under the action of base self gravity or impressed pressure through the permeable overlay film 3, along row
Aquaporin discharge.Several pieces of mainboards 1 are linked together by connecting plate 2 in the present invention, reduce site operation difficulty, improve work
Efficiency, and can enhance the present invention according to the arrangement form for needing to adjust the discharge structure of construction site and difference is applied
The adaptability at work scene, is beneficial to promote.
In one embodiment of the invention, as shown in fig. 6-7, the mainboard includes diaphragm plate 4 and midfeather 5, described
Diaphragm plate 4 is provided with several pieces in the same direction, and the midfeather 5 intersects setting with the diaphragm plate 4, described in adjacent two pieces
Tabula 4 and the midfeather 5 form open-topped first rhone.
In the present embodiment, the diaphragm plate 4 can be parallel to each other as shown in Figure 6, can also be staggered as shown in Figure 7 certain
Angle is arranged in the same direction, but whether the certain angle that is parallel to each other or is staggered, needs to keep mainboard surface base
This is smooth, does not influence the smooth covering of permeable overlay film 3.
In the present embodiment, first rhone is the square groove of upper opening, when the transverse slat is staggered certain angle,
In different cross sections, the size of first rhone can be different.
This gives the specific structure of the mainboard, corresponding size is based on depending on specific structure of the invention
, its thickness is about 4mm when plastic draining board in the prior art is used alone, since the limitation of intensity cannot further increase
Size reduces drainage space.Setting through the invention, is connected with each other between mainboard and mainboard, obtains overall structure
Reinforce, size can be further increased, improves drainage speed while improving construction efficiency.
As a prioritization scheme of above-described embodiment, as shown in figure 8, the diaphragm plate is parallel and spaced set.It is logical
It crosses the transverse slat equality spaced set, so that present invention production is more easy, the method that extrusion molding can be used is carried out
Continuous production, in production scene, length as needed is cut off, and high production efficiency avoids integrated mould
Use, saved production cost, it is easy to accomplish.
As advanced optimizing for above-mentioned prioritization scheme, the midfeather is set to the cross perpendicular to the diaphragm plate
At partition center.
In the present embodiment, as described in Figure 8, the width A of transverse slat 4 is equal to the thickness of the mainboard, and range is in 4 ~ 8mm, institute
The thickness C for stating transverse slat 4 itself is the 1/15 ~ 1/8 of main plate thickness A, but cannot be less than 0.5mm, but its thickness is also related with material,
Material is harder, and thickness is smaller；The spacing B of transverse slat, that is, first rhone width is 2-5mm.
In the present embodiment, the size for having the first row sink is consistent, and be ensure that in ground and is drained everywhere
Effect is identical, prevents the case where different zones drainage effect has differences, and accelerates the isotropic consolidation of ground.
In one embodiment of the invention, as shown in figs. 9-11, the two sides of the connecting plate 2 are the second working face,
Several second rhones are respectively arranged on second working face in the same direction, and in the mainboard 1 and the connecting plate 2
Junction, first, second rhone is connected, and permeable overlay film 3 is provided on second working face, by described second
Rhone covers the second drainage channel to form both ends open.
In the present embodiment, the connecting plate 2 is provided with the second drainage channel, and first and second drainage channel is mutual
Connection, then while connecting plate 2 plays booster action, realize the connection of adjacent tile, when the water in a certain mainboard 1 is more
When, water can be shunted by the connecting plate 2, further improve drainage effect, in addition, the water in ground can be straight
Connect and enter in second drainage channel, be then discharged from mainboard 1, increase water permeable area, allow water in ground to
The discharge of at least four directions.Also, the mutual distance of connecting plate 2 is smaller, and the effect of this transverse drainage is just more obvious.
As a prioritization scheme of above-described embodiment, the connecting plate 2 includes diaphragm plate and midfeather, the diaphragm plate
It is provided with several pieces in the same direction, the midfeather intersects setting, two pieces of adjacent tabulas and institute with the diaphragm plate
It states midfeather and forms open-topped second rhone.
In the present embodiment, the diaphragm plate can be parallel to each other, and the certain angle that can also be staggered is arranged in the same direction,
But whether the certain angle that is parallel to each other or is staggered, needs to keep the mainboard surface substantially smooth, does not influence permeable cover
The smooth covering of film.
In the present embodiment, second rhone is the square groove of upper opening, when the transverse slat is staggered certain angle,
In different cross sections, the size of second rhone can be different.
This gives the specific structure of the connecting plate, corresponding size be based on specific structure of the invention and
Fixed, its thickness is about 4mm when such as plastic draining board in the prior art is used alone, since the limitation of intensity cannot be further
Increased in size reduces drainage space.Setting through the invention, is connected with each other between mainboard and mainboard, obtains overall structure
Reinforcement has been arrived, size can be further increased, has improved drainage speed while improving construction efficiency.
As the carry out one-step optimization of above-mentioned prioritization scheme, the midfeather is set to described perpendicular to the diaphragm plate
At diaphragm plate center.
In the present embodiment, with reference to Fig. 8, the width A of transverse slat 4 is equal to the thickness of the mainboard, and range is described in 4 ~ 8mm
The thickness C of transverse slat 4 itself is the 1/15 ~ 1/8 of main plate thickness A, but cannot be less than 0.5mm, but its thickness is also related with material, material
Matter is harder, and thickness is smaller；The spacing B of transverse slat, that is, first rhone width is 2-5mm.
In the present embodiment, the size for having the first row sink is consistent, and be ensure that in ground and is drained everywhere
Effect is identical, prevents the case where different zones waterproof effect has differences, and accelerates the isotropic consolidation of ground.
In one embodiment of the invention, the connecting plate is parallel and spaced set, spacing are 0.2 ~ 2m.This implementation
Example gives a kind of specific implementation size of the invention, can guarantee to obtain preferable drainage effect combined it is integrally-built
Intensity is unlikely to deform distortion, prevents drainage channel from collapsing, certainly, not due to ground soil property and water content
Together, specific size can be adjusted in the range according to actual needs.
In one embodiment of the invention, the material of the skeleton is the conjugate of polymer, metal or the two.It is right
In polymer backbone, one-time-concreting molding or the production of three-dimensional printing technology can be used, it, can be using weldering for metal material
The mode connect makes.The above material all has preferable intensity, and can recycle and repeatedly use, and has saved resource.
In one embodiment of the invention, the material of the permeable overlay film is non-woven fabrics.In the present embodiment, the nothing
Woven fabric specifically can be used long fine heat and prick non-woven fabrics, polyester non-woven fabric etc., for polymer backbone, after skeleton half being heated
The permeable overlay film is pressed on skeleton again, forms the first drainage channel of four face closure both ends opens；For metal material
Skeleton is heated to being pressed on skeleton permeable overlay film after half heat fusion joint of permeable overlay film by skeleton, forms four face closure both ends
First drainage channel of opening.The production method of connecting plate is identical as mainboard, and the present invention repeats no more.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (10)
1. a kind of discharge structure, which is characterized in that the discharge structure includes:
Skeleton, including mainboard and connecting plate, at least two pieces of the mainboard, two sides of every piece of mainboard are the first work
Face is respectively arranged with several first rhones on each first working face in the same direction, adjacent two pieces of mainboards
First working face is positioned opposite and first rhone is parallel to each other, and adjacent two pieces of mainboards are linked to be by the connecting plate
One, the connecting plate is perpendicular to first rhone；
Permeable overlay film is set on first working face, and first rhone is covered to the first row to form both ends open
Aquaporin.
2. a kind of discharge structure as described in claim 1, which is characterized in that the mainboard includes diaphragm plate and midfeather, institute
It states diaphragm plate and is provided with several pieces in the same direction, the midfeather intersects setting with the diaphragm plate, described in adjacent two pieces
Tabula and the midfeather form open-topped first rhone.
3. a kind of discharge structure as claimed in claim 2, which is characterized in that the diaphragm plate is parallel and spaced set.
4. a kind of discharge structure as claimed in claim 2, which is characterized in that the midfeather perpendicular to the diaphragm plate, if
It is placed at the diaphragm plate center.
5. a kind of discharge structure as described in claim 1, which is characterized in that the two sides of the connecting plate are the second work
Face is respectively arranged with several second rhones on second working face in the same direction, and in the mainboard and the connection
The junction of plate, first, second rhone are connected, and are provided with permeable overlay film on second working face, by described
Two rhones cover the second drainage channel to form both ends open.
6. a kind of discharge structure as claimed in claim 5, which is characterized in that the connecting plate includes diaphragm plate and midfeather,
The diaphragm plate is provided with several pieces in the same direction, and the midfeather intersects setting, two pieces of adjacent institutes with the diaphragm plate
It states tabula and the midfeather forms open-topped second rhone.
7. a kind of discharge structure as claimed in claim 6, which is characterized in that the midfeather perpendicular to the diaphragm plate, if
It is placed at the diaphragm plate center.
8. a kind of discharge structure as described in claim 1, which is characterized in that the connecting plate is parallel and spaced set,
Away from for 0.2 ~ 2m.
9. a kind of discharge structure as described in claim 1, which is characterized in that the material of the skeleton be polymer, metal or
The conjugate of both persons.
10. a kind of discharge structure as described in claim 1, which is characterized in that the material of the permeable overlay film is non-woven fabrics.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811468654.1A CN109577310A (en) | 2018-12-03 | 2018-12-03 | A kind of discharge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811468654.1A CN109577310A (en) | 2018-12-03 | 2018-12-03 | A kind of discharge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109577310A true CN109577310A (en) | 2019-04-05 |
Family
ID=65926894
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811468654.1A Pending CN109577310A (en) | 2018-12-03 | 2018-12-03 | A kind of discharge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577310A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2467575Y (en) * | 2001-03-13 | 2001-12-26 | 谢让明 | Combined drainage plate |
| KR20130010281A (en) * | 2011-07-18 | 2013-01-28 | 이진규 | Connector for horizontal drain board |
| CN206887931U (en) * | 2017-07-10 | 2018-01-16 | 浙江宏宇工程勘察设计有限公司 | A kind of combined vacuum and surcharge preloading soft soil foundation structure |
| CN108661044A (en) * | 2018-06-21 | 2018-10-16 | 中国华电科工集团有限公司 | A kind of construction method of plastic draining board and soft foundation discharge fixing |
-
2018
- 2018-12-03 CN CN201811468654.1A patent/CN109577310A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2467575Y (en) * | 2001-03-13 | 2001-12-26 | 谢让明 | Combined drainage plate |
| KR20130010281A (en) * | 2011-07-18 | 2013-01-28 | 이진규 | Connector for horizontal drain board |
| CN206887931U (en) * | 2017-07-10 | 2018-01-16 | 浙江宏宇工程勘察设计有限公司 | A kind of combined vacuum and surcharge preloading soft soil foundation structure |
| CN108661044A (en) * | 2018-06-21 | 2018-10-16 | 中国华电科工集团有限公司 | A kind of construction method of plastic draining board and soft foundation discharge fixing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO1992000434A1 (en) | Method for plaza deck construction | |
| CN110158546B (en) | Emergency protection structure and protection method for earth and rockfill dam and earth and rockfill dam backwater slope | |
| US5624204A (en) | Water-retention reservoir structure | |
| CN208685703U (en) | A kind of prefabricated armored concrete water intaking header structure | |
| CN203393537U (en) | Assembling-type highway embankment drainage chute | |
| EP3353352B1 (en) | Method for the production of a drainage element | |
| CN109577310A (en) | A kind of discharge structure | |
| CN103321258A (en) | PFF integral composite reversed filtering layer and construction method thereof | |
| JPS6321764B2 (en) | ||
| CN204940503U (en) | A kind of finished product gutter of the variable ditch body degree of depth | |
| CN104018487A (en) | Vacuum preloading shallow-layer solidification device based on newly-reclaimed ultra-soft soil foundation and method of device | |
| CN212248320U (en) | Assembled prefabricated brick moulding bed | |
| CN208202086U (en) | A kind of reinforcing rib staggered U-shaped resin concrete drainage ditch anyhow | |
| CN208415466U (en) | A kind of resin concrete sump | |
| CN205954427U (en) | Geogrid | |
| CN109577309A (en) | A kind of discharge structure | |
| CN110318317A (en) | The permeable pavement of modular of construction waste filling | |
| CN218322687U (en) | Soil-fixing drainage pad | |
| CN210104708U (en) | Geogrid | |
| CN213625901U (en) | Bidirectional drainage plate with gradient | |
| CN218263803U (en) | Novel row-buckle type embedded geogrid | |
| CN207567792U (en) | A kind of deep stable rock slope greening mechanism | |
| CN218843553U (en) | Be applied to polymer special-shaped piece that infiltration was collected | |
| CN216428488U (en) | Temporary drainage device | |
| CN214143101U (en) | High-water-permeability non-uniform settlement-resistant flexible sponge ecological ground |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190405 |