CN102575449A - Inclined plane stabilization structure and pressure receiving plate for stabilization of inclined plane - Google Patents
Inclined plane stabilization structure and pressure receiving plate for stabilization of inclined plane Download PDFInfo
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- CN102575449A CN102575449A CN2010800476183A CN201080047618A CN102575449A CN 102575449 A CN102575449 A CN 102575449A CN 2010800476183 A CN2010800476183 A CN 2010800476183A CN 201080047618 A CN201080047618 A CN 201080047618A CN 102575449 A CN102575449 A CN 102575449A
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- porous
- shoestring
- frame
- bearing plate
- slope
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Piles And Underground Anchors (AREA)
- Cultivation Of Plants (AREA)
Abstract
Provided is a structure in which a slope frame made of a porous band-like body and a pressure receiving plate are tightly integrated. A substrate and a holding frame are attached to an inclined plane. The substrate is provided with an opening in a single location or a plurality of locations, and a rib for attaching the holding frame. In the pressure receiving plate for stabilization of the inclined plane and the stabilization structure, the porous band-like body forming part of the slope frame is held and fixed between the pressure receiving plate and the holding frame.
Description
Technical field
The present invention relates to a kind of stable bearing plate of using of inclined-plane stable structure and inclined-plane that makes.
Background technology
As the method that stops the inclined-plane avalanche, extensively be employed in the slope frame that sprays to clathrate cement mortar, concrete on the inclined-plane and constitute.
And, shown in patent documentation 1, also known following method: make the sheet dictyosome that constitutes by wire lath crooked, make it continuous in the longitudinal direction, its crosswise ground is intersected, spray cement mortar, concrete from it.
Perhaps, shown in patent documentation 2, also known following method: bearing plate is installed in the top of laying member from the such porous of the wire gauze that is layed in the inclined-plane, and utilizes fixture to push.
In these methods, not only make up slope frame, also in subsequent handling, in the scope of basseting of being surrounded, plant vegetation by slope frame, consider the operation that view is attractive in appearance.
Patent documentation 1: japanese kokai publication hei 8-151637 communique
Patent documentation 2: TOHKEMY 2008-303671 communique
Summary of the invention
The problem that invention will solve
Constructing through disclosed slope frames in the past such as above-mentioned patent documentations 1 when the inclined-plane is stablized, there is following problem.
< 1>in the scope of being surrounded, plants vegetation, therefore the glossy and green plant of growth and good view can be provided in this scope by criss-cross slope frame.
Therefore but slope frame itself is to use concrete, cement mortar to process, and growing plant not on slope frame only appears in one's mind on the slope as the framework of turning white when watching from afar, impairs the view that takes a lot of trouble to make.
< 2>in order to make view attractive in appearance, consider not use concrete etc. and the sand etc. of after making netted parts on the inclined-plane, packing into, the plantation plant comes inclined-plane integral body is afforested on this sand etc.
Yet, only can't fully obtain the stable of inclined-plane through the slope frame that constitutes by netted parts, not enough as the stable method in inclined-plane is existed.
In the method shown in the above-mentioned patent documentation 2, there is following problem.
< 1>the such porous of wire gauze that is layed in chamfered surface is laid slip each other between member and the bearing plate that is installed on fixture.
< 2>like this, both materials do not form as one and have an independent existence, and therefore can not do as a whole the action.
< 3>further, between bearing plate and the slope frame around it, have no relation, be the independent pressure-bearing of bearing plate therefore, can't expect bigger pressure-bearing.
The scheme that is used to deal with problems
The inclined-plane stable structure that makes of the present invention that addresses the above problem is characterised in that; Be arranged on and constitute cancellate structure by vertical frame porous shoestring and horizontal frame porous shoestring on the slope; Intersection point portion in length and breadth porous shoestring is provided with the bearing plate that is made up of substrate; On this bearing plate, be equipped with horizontal frame porous and lay in member and the vertical frame porous shoestring; Through the freely fitted gripper frame this porous shoestring clamping is installed on bearing plate, with the mode that connects bearing plate fixture is arranged on the ground in the slope and fixes, spray the vegetation base material from top.
Further; Inclined-plane of the present invention is stable to be characterised in that with bearing plate; Constitute and comprise that substrate and the gripper frame that is installed on the inclined-plane, substrate possess many peristomes and the rib that is used to install gripper frame, can grip the porous shoestring that constitutes slope frame between bearing plate and gripper frame.
The effect of invention
Of the present inventionly make that inclined-plane stable structure and inclined-plane are stable to have the structure of above explanation with bearing plate, therefore can access following effect.
(1) bearing plate securely clamping constitute the porous shoestring of slope frame, so both form as one and move.
(2) therefore, act in load under the situation of bearing plate, compare,, therefore can the bearing capacity from bearing plate be passed to the slope frame member owing to form as one with slope frame integral body with the situation of the independent pressure-bearing of bearing plate from ground side.
(3), under the situation that the bearing plate and the banded bodily form of the porous of frame are in length and breadth become one, can access the pressure-bearing value of 800kg according to test result.This compares with the structure that bearing plate and slope frame are formed as one, and is approximately 27 times pressure-bearing value.
(4) further, through making up, in test result, can access the pressure-bearing value of 1200kg with the vegetation base material that has mixed short fiber.This compares with the structure that bearing plate and slope frame are formed as one, and is approximately 40 times pressure-bearing value.
Description of drawings
Fig. 1 is the overall diagram of stabilizing structure of the present invention.
Fig. 2 is the stereogram of the state after bearing plate is decomposed.
Fig. 3 is the stereogram that on bearing plate, is fixed with the state of horizontal frame porous shoestring.
Fig. 4 utilizes bearing plate to fix the sectional view of the state of horizontal frame porous shoestring.
Fig. 5 utilizes bearing plate to fix the sectional view of state of the porous shoestring of horizontal frame and vertical frame.
The specific embodiment
Below, the preferred implementation that present invention will be described in detail with reference to the accompanying.
Embodiment 1
< 1>porous shoestring
The skeleton of slope frame A constitutes through making the banded body deformability of porous.
This porous shoestring is to form band shape and the goods, materials and equipments that obtains with there being many through holes to connect from the surface to the material at the back side.
As there being many through holes to connect material from the surface to the back side; Use for example following goods, materials and equipments, this goods, materials and equipments is synthetic resin or makes synthetic fibers, glass fiber, aramid fibre, impregnated carbon fiber in resin and be integrally formed as the latticed goods, materials and equipments that the combination of wire lattice shape ground is obtained.
Porous shoestring shown in the embodiment of accompanying drawing is that wire rod is combined into cancellate material at interval across some, therefore between wire rod and wire rod, is formed with many holes.
Through this hole, the spraying of the vegetation base material of stating after can allowing, plant roots enter into slope etc.
< 2>other material of porous shoestring
Porous shoestring is so long as have the material of many through holes and get final product, and wire gauze, expanded metal etc., also can use as this material as through hole with mesh.Under the situation of these metal prepared materials, preferably through zinc-plated, the zinc-plated aluminium alloys of saying so in more detail waits and carries out antirust processing.
< 3>distortion of porous shoestring
Make this porous shoestring flexural deformation shape that overarches, form vertical frame porous shoestring 1 and horizontal frame porous shoestring 2 that the such cross section of diagram is semicircle shape as the slope frame skeleton.
Also can make the bending of porous belts shape body be deformed into the cross section, the cross section is made as rectangle for " コ " word shape, " ロ " word shape form the slope frame skeleton.
< 4>other distortion of porous shoestring
Also can make the flexural deformation of porous belts shape body become tubular to be used as vertical frame porous shoestring 1 and horizontal frame porous shoestring 2.The shape of tube can be a drum, also can be other polygonal barrel shape such as triangular in shape, quadrangle.
Perhaps, also can make the mid portion of porous belts shape body bend to waveform, with and the inclined-plane side between form the space mode be buckled in that ground is provided with on the inclined-plane.
Bending to like this under the corrugated situation, the waveform part is the performance function as rib, and the intensity of vertical frame, horizontal frame itself increases.
< 5>distortion keeps
Even make the flexural deformation of porous shoestring, when lifting restrictions,, therefore also might turn back to original flat board because original form is a flat board.
Therefore, in the overarch midway of porous shoestring of shape of flexural deformation, connecting elements is installed is kept deformation state as the interval retaining member.
This connecting elements also is synthetic resin system or the constructional materialss such as wire gauze that carried out antirust processing, and being has many through holes to penetrate into the plate body at the back side, the perhaps such elongated parts of wire from the surface.
When end that links this connecting elements and porous shoestring, for example can adopt following method: the part of cutting porous connecting elements engages this branch to form the branch of L word shape with the wire rod of porous shoestring.
Perhaps can also adopt following method: use wire to form ring, this ring is engaged with the peristome of porous shoestring and the peristome of porous connecting elements.
In addition, in order to keep distortion, can also use the wire isolated parts such as wire that are formed with the hook that kind at simple claval two ends to limit as the interval retaining member.
Especially, for the porous shoestring that bends to tubular, preferably retaining member is erected in the tube to avoid this tubular distortion at interval.
< 6>porous is laid the laying of member
Indulging before frame porous shoestring 1, horizontal frame porous shoestring 2 is arranged on the inclined-plane, on the inclined-plane, lay porous sometimes in advance and lay member 3.
Lay member 3 as porous; Can use the material that be formed with many through holes identical, can adopt to make aramid fibre, impregnated carbon fiber in resin and be integrally formed as and latticed wire lattice shape ground combined and the goods, materials and equipments that obtains etc. with the porosity ribbon-shaped members.
Perhaps, can also adopt through zinc-plated, the zinc-plated aluminium alloys of saying so has in more detail carried out antirust processing to the surface of wire gauze, expanded metal and the material that obtains.
When laying this porous laying member 3 on the slope, can prevent the slope soil losses, can not hinder vegetation on the other hand from through hole yet.
Lay the overlapping vertical frame porous shoestring 1 as the slope frame skeleton, the horizontal frame porous shoestring 2 of being provided with on the member 3 in this porous.
< 7>bearing plate
Cross part at the slope frame skeleton is provided with bearing plate B and is fixed in the slope.
Bearing plate B is made up of substrate 4 and gripper frame 5.
Substrate 4 is the flat components that are fixed in the slope.
The size in length and breadth of this substrate 4 forms with the width of the width of horizontal frame, vertical frame roughly the same, and possesses a place or many places peristome.
Be through with at the central part of substrate and be used to fastener apertures 7 that fixture is passed through.
Further, around substrate 4, possess the rib 6 that is used to install gripper frame 5, rib 6 on every side is connected through framework 8 with central part.
Substrate 4 is the shape that central authorities bloat, bearing plate B is being placed under the situation of horizontal plane, its centre in than around the high position of rib 6.
Plant can be through growing by this rib 6 with by a plurality of peristomes 9 that framework is surrounded.
On the other hand, gripper frame 5 is that the clava of embodiment of accompanying drawing is such, and area is less than the installing component of the area of substrate 4, is installed on the rib 6 of substrate 4 peripheries through bolt etc., takes off easily.
Can between substrate 4 and gripper frame 5, grip the vertical frame porous shoestring 1 or the horizontal frame porous shoestring 2 that constitute slope frame.
In the embodiment shown in the accompanying drawing, the central part through thicker with and the rib 6 of on every side thin thickness, substrate 4 constitutes to overlook and is viewed as roughly foursquare shape, but the rib of periphery 6 can adopt circle or other polygonal rib.
In a word, possess on every side as long as bearing plate B self has the peristome 9 that does not hinder vegetation can fixed clamp frame 5 rib 6, do not limit its shape.
In addition, only laying under the situation of vertical frame porous shoestring 1 or horizontal frame porous shoestring 2, also can adopt structure same as described above.
< 8>setting of bearing plate
Only the substrate 4 of the bearing plate B of above-mentioned that kind is arranged on the pre-position in the vertical frame porous shoestring 1 that is made into cancellate slope frame A and the crosspoint of horizontal frame porous shoestring 2.
When being provided with, squeeze on the inclined-plane in advance fixture is set, this fixture is arranged on bearing plate B on the inclined-plane through the fastener apertures 7 of bearing plate B.
Make nut and fixture to screw togather the structure that fixes bearing plate B and cover lid from the outstanding part of bearing plate B be known structure.
In an embodiment, also can use lock bolt as fixture, can also use earth anchor, this earth anchor is that the top of fixture driving component is led in the sheath, utilizes partial fixing that grouting agent exposes the bottom in boring.
< 9>porous shoestring is integrated
On the substrate 4 of the bearing plate B that in advance is provided with, lay any porous shoestring.
For example shown in the embodiment of Fig. 4, on the substrate 4 of bearing plate B, lay horizontal frame porous shoestring 2.
Afterwards, use bolt that gripper frame 5 is fixed on the substrate 4.
So horizontal frame porous shoestring 2 forms as one with bearing plate B with gripper frame 5 through substrate 4 securely.
Lay vertical frame porous shoestring 1 from it.
Should be arranged between the gripper frame 5 of both sides by vertical frame porous shoestring 1.
In above example; Utilize gripper frame 5 to fix horizontal frame porous shoestring 2 in advance, vertical frame porous shoestring 1 be set afterwards, but also can with its on the contrary; Utilize gripper frame 5 to fix vertical frame porous shoestring 1 in advance, lay horizontal frame porous shoestring 2 afterwards from it.
In a word, as long as the banded bodily form of bearing plate B and some porous becomes one.
< 10>structure of cross part
The state that bearing plate B is set at cross part in advance more than has been described, configuration, the shape of further explain porous shoestring.
Cross part between the slope frame skeleton of the slope frame skeleton of vertical frame A1 and horizontal frame A2 constitutes the porous shoestring of not cutting apart in length and breadth and it is formed as one.
At this moment; Horizontal frame porous shoestring 2 will stride across bearing plate B from the top; Horizontal frame porous shoestring 2 direction at the horizontal frame of crosscut before arriving bearing plate B forms arch; When being about to arrive bearing plate B, make horizontal frame porous shoestring 2 distortion with the mode that flattens arch, come through and stride across the substrate 4 of bearing plate B.
When horizontal frame porous shoestring 2 strides across bearing plate B,, therefore horizontal frame porous shoestring 2 is deformed into to stride across bearing plate B and lays with the approaching shape of this shape because the central portion of bearing plate B bloats.
< 11>test result
Can know the effect that adopts structure of the present invention through test.
1)
Materials used
Method of testing
The deflection and the bearing capacity of this slope frame when measurement makes the displacement of vertical act on slope frame.
3)
Test result
Can know that according to above test result as the structure of claim 1 record of the present invention, under the situation that the banded bodily form of bearing plate and porous is become one, compare with the structure of only laying bearing plate, bearing capacity can increase to 27 times.
Further, as the structure of claim 2 record of the present invention, under the situation that sprays the vegetation base material that has mixed short fiber, compare with the structure of only laying bearing plate, bearing capacity can increase to 40 times.
< 12>criss-cross slope frame
Cancellate slope frame is different with being made into, can also be with indulging frame A1 and horizontal frame A2 is made into independently cross.
Be in the state of cross decentralized configuration.
In this case, vertical frame A1 and horizontal frame A2 use length continuous to a certain degree vertical frame porous shoestring 1 and horizontal frame porous shoestring 2, make their intersections and are assembled into cross.
Stride across the substrate 4 of bearing plate B at cross part porous shoestring, utilize gripper frame 5 fixing these to stride across part, these structures are same as the previously described embodiments.
Across proper spacing a plurality of this criss-cross slope frame skeletons are set on the slope.
About the position is set, adjacent vertical frame A1 and vertical frame A1 or adjacent horizontal frame A2 and horizontal frame A2 also can not must on its extended line be arranged in a straight line.
For example also on inclined-plane 5, criss-cross slope frame A is arranged to zigzag sometimes.
Itself be known with criss-cross slope frame decentralized configuration structure on the slope like this.
< 13>the vegetation base material sprays
After porous shoestring that will be in length and breadth is laid on the inclined-plane, spray vegetation base material 10 from the top of porous shoestring.
The material known that vegetation base material 10 for example uses sand, fiber, cement, water to mix.
Use cement material as the material that sand, fiber are engaged, but, for example can also use macromolecule resin (resin that bonding agent is such) as grafting material.
The fiber that mixes can be that short fiber also can be a long fibre.Perhaps mix two or more short fibers sometimes.
As the kind of fiber, except adopting synthetic resin fiber, can also adopt various fibers such as glass fiber, steel fibre.
Stir this vegetation base material 10, utilize the air of crossing by compressor compresses, spray vegetation base material 10, make this vegetation base material 10 enter into inside through the hole from the top that is laid on the porous shoestring in length and breadth on the inclined-plane from porous shoestring top.
Further, around porous shoestring, also spray vegetation base material 10, make it be involved in porous shoestring.
Also have many holes to being deformed into the porous coupling member that links between the porous shoestring behind the arch shape etc., therefore also can complete filling vegetation base material 10 at the lower position of porous coupling member.
< 14>the greening base material sprays
Part that expose on the ground on the inclined-plane that surrounds on the top of in length and breadth frame A1, A2, by slope frame A1, A2 and the top of bearing plate B, spray the greening base material on every side.
As the greening base material, can adopt mixing such as bark compost, seed, fertilizer, grafting material and the material known that obtains.
Stir and to afforest base material, utilize the air of crossing by compressor compresses to spray on the inclined-plane that exposes 5 that does not spray the vegetation base material, thereby accomplish slope frame A.
< 15>other mode of occupation of bearing plate
The material on the plane that does not bloat with central authorities constitutes the substrate 4 of the bearing plate B that has explained.
At the cross part of porous shoestring in length and breadth two this bearing plate B are set.
At first, a slice bearing plate is set, any the porous shoestring on this bearing plate in the laying in length and breadth is provided with another bearing plate B from this porous shoestring, utilizes screw bolt and nut to firmly fix both, fixes through fixture.
Like this, through using two bearing plates, the banded bodily form of bearing plate and porous is become one.
Description of reference numerals
A1: vertical frame; A2: horizontal frame; B: bearing plate; 1: vertical frame porous shoestring; 2: horizontal frame porous shoestring; 3: porous is laid member; 4: substrate; 5: gripper frame.
Claims (2)
1. one kind makes the inclined-plane stable structure, possess setting on the slope constitute cancellate skeleton by vertical frame porous shoestring and horizontal frame porous shoestring,
Intersection point portion in length and breadth porous shoestring is provided with the bearing plate that comprises substrate and gripper frame,
On this bearing plate, be equipped with horizontal frame porous and lay in member and the vertical frame porous shoestring,
Through the freely fitted gripper frame this porous shoestring clamping is installed on bearing plate,
Another porous shoestring is installed on this porous shoestring,
With the mode that connects bearing plate fixture is arranged on the ground in the slope and fixes,
Spray the vegetation base material from the top.
2. an inclined-plane is stable use bearing plate, is used in the slope frame of assembling porous shoestring and constituting,
Bearing plate constitutes and comprises substrate that is installed on the inclined-plane and the gripper frame that is installed on basal disc,
Substrate possesses peristome, is used to install the rib and the fastener apertures of gripper frame,
Between substrate and gripper frame, can grip the porous shoestring of the skeleton that constitutes slope frame.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2009-243338 | 2009-10-22 | ||
| JP2009243338A JP5143106B2 (en) | 2009-10-22 | 2009-10-22 | Slope stabilization structure and pressure receiving plate for slope stabilization |
| PCT/JP2010/006222 WO2011048807A1 (en) | 2009-10-22 | 2010-10-20 | Inclined plane stabilization structure and pressure receiving plate for stabilization of inclined plane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102575449A true CN102575449A (en) | 2012-07-11 |
Family
ID=43900051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010800476183A Pending CN102575449A (en) | 2009-10-22 | 2010-10-20 | Inclined plane stabilization structure and pressure receiving plate for stabilization of inclined plane |
Country Status (5)
| Country | Link |
|---|---|
| JP (1) | JP5143106B2 (en) |
| KR (1) | KR20120074313A (en) |
| CN (1) | CN102575449A (en) |
| TW (1) | TWI429809B (en) |
| WO (1) | WO2011048807A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5878886B2 (en) * | 2013-03-15 | 2016-03-08 | 日本基礎技術株式会社 | Foundation method of vegetation base material spraying work and base support frame used therefor |
| JP2015132083A (en) * | 2014-01-10 | 2015-07-23 | イビデングリーンテック株式会社 | Slope stabilization structure and pressure plate for slope stability |
| JP6420049B2 (en) * | 2014-02-26 | 2018-11-07 | 前田工繊株式会社 | Slope stabilization structure and method |
| JP6117135B2 (en) * | 2014-03-13 | 2017-04-19 | 東興ジオテック株式会社 | Revegetation method on slope |
| JP6715639B2 (en) * | 2016-03-29 | 2020-07-01 | 日鉄建材株式会社 | Collapse slope countermeasure structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279593A (en) * | 1996-04-15 | 1997-10-28 | Nisshoku Corp | Planting slope frame construction method and fitting joint for cage-like structure unit used therefor |
| JP2001081784A (en) * | 1999-09-13 | 2001-03-27 | Se Corp | Grating crib construction method |
| CN2535449Y (en) * | 2001-12-07 | 2003-02-12 | 李轩 | Side-slope integrated protection device |
| JP2004232408A (en) * | 2003-01-31 | 2004-08-19 | Raito Kogyo Co Ltd | Holding device of wooden slope frame and slope stabilizing construction method |
| JP2008163741A (en) * | 2006-07-10 | 2008-07-17 | Ibiden Greentec Co Ltd | Structure of slope frame and construction method thereof |
-
2009
- 2009-10-22 JP JP2009243338A patent/JP5143106B2/en active Active
-
2010
- 2010-10-20 KR KR1020127013005A patent/KR20120074313A/en not_active Application Discontinuation
- 2010-10-20 CN CN2010800476183A patent/CN102575449A/en active Pending
- 2010-10-20 WO PCT/JP2010/006222 patent/WO2011048807A1/en active Application Filing
- 2010-10-21 TW TW99135941A patent/TWI429809B/en active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279593A (en) * | 1996-04-15 | 1997-10-28 | Nisshoku Corp | Planting slope frame construction method and fitting joint for cage-like structure unit used therefor |
| JP2001081784A (en) * | 1999-09-13 | 2001-03-27 | Se Corp | Grating crib construction method |
| CN2535449Y (en) * | 2001-12-07 | 2003-02-12 | 李轩 | Side-slope integrated protection device |
| JP2004232408A (en) * | 2003-01-31 | 2004-08-19 | Raito Kogyo Co Ltd | Holding device of wooden slope frame and slope stabilizing construction method |
| JP2008163741A (en) * | 2006-07-10 | 2008-07-17 | Ibiden Greentec Co Ltd | Structure of slope frame and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| TWI429809B (en) | 2014-03-11 |
| TW201128024A (en) | 2011-08-16 |
| WO2011048807A1 (en) | 2011-04-28 |
| KR20120074313A (en) | 2012-07-05 |
| JP2011089308A (en) | 2011-05-06 |
| JP5143106B2 (en) | 2013-02-13 |
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Application publication date: 20120711 |