JP2000087344A - Drainage material casting casing - Google Patents
Drainage material casting casingInfo
- Publication number
- JP2000087344A JP2000087344A JP10256229A JP25622998A JP2000087344A JP 2000087344 A JP2000087344 A JP 2000087344A JP 10256229 A JP10256229 A JP 10256229A JP 25622998 A JP25622998 A JP 25622998A JP 2000087344 A JP2000087344 A JP 2000087344A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- drainage material
- drainage
- casting
- ground
- 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
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、排水材打設用ケー
シングに関し、詳しくは、圧入機によって排水材(ドレ
ーン材)を地中に打設する際に、排水材を保持するため
に用いられる排水材打設用ケーシングに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage material casting casing, and more particularly to a drainage material (drain material) which is used for holding a drainage material when the drainage material is drained into the ground by a press-fitting machine. The present invention relates to a drainage casting casing.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】地盤改
良や堤防の水抜きのために用いられる排水材は、合成樹
脂製不織布等の柔軟な材質により形成されているため、
排水材を地中に打設する際には、専用のケーシング内に
排水材を収納保持して行っている。2. Description of the Related Art Since drainage materials used for ground improvement and drainage of embankments are made of a flexible material such as a synthetic resin nonwoven fabric,
When placing drainage material in the ground, the drainage material is stored and held in a special casing.
【0003】しかし、従来のケーシングは、排水材の外
形に合わせた単純な平板状に形成されていたため、剛性
が不十分で、打設部分の土質によっては、打設中にケー
シングが内側に潰れてしまい、ケーシングを抜き取る際
に排水材を傷付けたり、排水材を引き抜いてしまったり
することがあった。However, since the conventional casing is formed in a simple flat plate shape corresponding to the outer shape of the drainage material, the casing has insufficient rigidity, and the casing collapses inward during casting depending on the soil quality of the casting portion. When removing the casing, the drainage material may be damaged or the drainage material may be pulled out.
【0004】そこで本発明は、排水材を保持するケーシ
ングが打設中に潰れることを防止するための構造を有す
る排水材打設用ケーシングを提供することを目的として
いる。Accordingly, an object of the present invention is to provide a drainage material casting casing having a structure for preventing a casing holding a drainage material from being crushed during casting.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するた
め、本発明の排水材打設用ケーシングは、地中に打設す
る際の排水材を保持するための排水材打設用ケーシング
であって、一対の長尺状のケーシング材を組み合わせた
際に、両ケーシング材間に前記排水材を収納する収納部
を形成するとともに、少なくとも一方のケーシング材の
内面に、他方のケーシング材の内面方向に突出する支持
片を設けたことを特徴としている。In order to achieve the above-mentioned object, a drainage material casting casing according to the present invention is a drainage material placement casing for holding a drainage material when it is poured into the ground. When a pair of long casing materials are combined, a storage portion for storing the drainage material is formed between the two casing materials, and at least one casing material has an inner surface facing the inner surface direction of the other casing material. A supporting piece protruding therefrom is provided.
【0006】[0006]
【発明の実施の形態】図1は、本発明の排水材打設用ケ
ーシングの第1形態例を示す断面図、図2は、排水材打
設時の状態を示す側面図である。この排水材打設用のケ
ーシング10は、一対の平板状のケーシング材11,1
2を組み合わせて形成されるもので、両者の幅方向両端
をボルトナット13や嵌合等の適宜な固定手段で組み合
わせた際に、その間に面状の排水材を収納するための排
水材収納部14となる空隙を形成する形状に形成されて
いる。FIG. 1 is a sectional view showing a first embodiment of a drainage material casting casing according to the present invention, and FIG. 2 is a side view showing a state at the time of drainage material placement. The casing 10 for placing drainage material includes a pair of flat casing materials 11 and 1.
And a drainage material storage portion for storing a planar drainage material between both ends in the width direction when the both ends are combined by an appropriate fixing means such as a bolt nut 13 or fitting. 14 are formed.
【0007】そして、一方のケーシング材11の内面に
は、他方のケーシング材12の内面方向に突出して、そ
の先端が他方のケーシング材12の内面に当接する支持
片15が設けられている。この支持片15は、ケーシン
グ材11の全長にわたって設けられており、この支持片
15により、前記排水材収納部14は、幅方向に三室に
区画されている。A support piece 15 is provided on the inner surface of one casing member 11 so as to protrude in the direction of the inner surface of the other casing member 12 and the tip of which contacts the inner surface of the other casing member 12. The support piece 15 is provided over the entire length of the casing material 11, and the support piece 15 partitions the drainage material storage section 14 into three chambers in the width direction.
【0008】図2に示すように、排水材収納部14の各
室にそれぞれ排水材1を収納したケーシング10は、圧
入機2によって、例えば堤防3の法尻部から堤防内部の
地中に水平方向に向けて圧入される。所定長さ圧入後に
ケーシング10を引き抜くと、排水材1の先端に設けら
れたアンカー4によって排水材1が地中に残り、これに
よって排水材1が所定位置に打設された状態となる。As shown in FIG. 2, the casing 10 in which the drainage material 1 is stored in each room of the drainage material storage unit 14 is horizontally moved from the bottom of the embankment 3 to the ground inside the embankment by the press-in machine 2. Pressed in the direction. When the casing 10 is pulled out after press-fitting for a predetermined length, the drainage material 1 remains in the ground by the anchor 4 provided at the tip of the drainage material 1, whereby the drainage material 1 is placed at a predetermined position.
【0009】このとき、ケーシング材11の内面に支持
片15を設けたことにより、打設中にケーシング10の
厚み方向に大きな力が加わっても、ケーシング10が潰
れることがなくなるので、ケーシング10を引き抜く際
に排水材1を傷付けたり、排水材1を引き抜いてしまっ
たりすることがなくなる。さらに、支持片15を全長に
わたって設けたことにより、ケーシング10の長さ方向
の剛性を向上させることができ、ケーシング10が曲が
ることもなくなる。At this time, since the support piece 15 is provided on the inner surface of the casing member 11, the casing 10 does not collapse even if a large force is applied in the thickness direction of the casing 10 during casting. When draining, the drainage material 1 is not damaged, and the drainage material 1 is not pulled out. Furthermore, by providing the support piece 15 over the entire length, the rigidity in the longitudinal direction of the casing 10 can be improved, and the casing 10 does not bend.
【0010】なお、面状の排水材1には、例えば、ポリ
塩化ビニル等の合成樹脂で形成された長尺シートからな
る芯材の周囲に樹脂系の不織布からなる通水層を設けた
ものを使用することができる。通常、厚さは10mm程
度、幅は300mm程度に形成されているが、上述のよ
うに、支持片15によって排水材収納部を三室に区画し
た場合、ケーシング10の幅寸法を同じとすれば、排水
材1の幅寸法を1/3の100mmにすればよい。しか
し、支持片15による剛性の向上効果によってケーシン
グ10の幅寸法を増大させて例えば450mmにした場
合は、通常の1/2の150mm幅の排水材を三枚、同
時に打設することができる。The sheet-like drainage material 1 is provided with a water-permeable layer made of a resin-based nonwoven fabric around a core made of a long sheet made of, for example, a synthetic resin such as polyvinyl chloride. Can be used. Normally, the thickness is about 10 mm and the width is about 300 mm, but as described above, when the drainage material storage section is divided into three chambers by the support pieces 15, if the width dimension of the casing 10 is the same, The width of the drainage material 1 may be reduced to 1/3 of 100 mm. However, when the width of the casing 10 is increased to, for example, 450 mm by the effect of improving the rigidity of the support piece 15, three drainage materials having a width of 150 mm, which is の of the normal size, can be simultaneously poured.
【0011】また、排水材1の打設長さは、堤防3の大
きさや形状等によって異なるが、例えば、天端高さが1
0m,裏法の幅が30mの場合は、10m程度が適当で
ある。さらに、その打設間隔も任意であるが、例えば、
合計幅300mmの面状の排水材1を2組並べて幅60
0mmで埋設する場合は、間隔を400mm程度とし、
1mピッチで打設すればよい。The length of the drainage material 1 depends on the size and shape of the embankment 3.
When the width is 0 m and the back width is 30 m, about 10 m is appropriate. Furthermore, the interval between the castings is arbitrary, for example,
Two sets of planar drainage materials 1 with a total width of 300 mm are arranged side by side to set a width of 60.
When burying at 0 mm, the interval is about 400 mm,
It may be cast at a pitch of 1 m.
【0012】図3は、本発明の排水材打設用ケーシング
の第2形態例を示す断面図である。このケーシング20
は、一対のケーシング材21a,21bの内面に、両ケ
ーシング材21a,21bを組み合わせて排水材収納部
22を形成したときに、互いに先端同士が当接する高さ
の支持片22a,22bをそれぞれ設けたものである。
このように形成することにより、ケーシング材21a,
21bとして同形状のものを用いることが可能となる。FIG. 3 is a sectional view showing a second embodiment of the drainage material casting casing according to the present invention. This casing 20
Is provided on the inner surfaces of a pair of casing members 21a, 21b with supporting pieces 22a, 22b each having a height at which the tips contact each other when the drainage material storage part 22 is formed by combining the two casing members 21a, 21b. It is a thing.
By forming in this way, the casing members 21a,
The same shape can be used as 21b.
【0013】また、図4は、支持片22a,22bの他
の形状例を示す要部の断面図であって、支持片22a,
22bの先端面に、互いに嵌合する凹凸嵌合部23を設
けたものである。このように,支持片22a,22bの
先端同士を凹凸嵌合させることにより、ケーシング20
に捩れなどを生じても支持片22a,22bの当接状態
を保つことができるだけでなく、捩れに対する剛性も高
めることができる。FIG. 4 is a sectional view of a main part showing another example of the shape of the support pieces 22a and 22b.
The concave / convex fitting portion 23 that fits with each other is provided on the distal end face of the tip 22b. In this manner, the casings 20 are formed by fitting the tips of the support pieces 22a and 22b with each other.
When the torsion is generated, not only the contact state of the support pieces 22a and 22b can be maintained, but also the rigidity against the torsion can be increased.
【0014】なお、支持片は、必ずしもケーシング材の
全長にわたって設ける必要はなく、柱状の支持片を適当
な間隔で設けてもよい。また、前記形態例では、排水材
を水平方向に打設する例を挙げたが、本発明の排水材打
設用ケーシングは、鉛直方向に排水材を打設する場合に
も用いることができる。Note that the support pieces need not necessarily be provided over the entire length of the casing material, and columnar support pieces may be provided at appropriate intervals. Further, in the above-described embodiment, an example in which the drainage material is cast in the horizontal direction has been described. However, the drainage material casting casing of the present invention can also be used when the drainage material is cast in the vertical direction.
【0015】[0015]
【発明の効果】以上説明したように、本発明の排水材打
設用ケーシングによれば、圧入時の抵抗によってケーシ
ングが潰れることを防止できるので、ケーシングを引き
抜く際に排水材を傷付けたり、排水材を引き抜いてしま
ったりすることがなくなる。As described above, according to the casing for casting drainage material of the present invention, it is possible to prevent the casing from being crushed by the resistance at the time of press-fitting. The material will not be pulled out.
【図1】 本発明の排水材打設用ケーシングの第1形態
例を示す断面図である。FIG. 1 is a sectional view showing a first embodiment of a drainage material casting casing of the present invention.
【図2】 排水材打設時の状態を示す側面図である。FIG. 2 is a side view showing a state at the time of drainage casting.
【図3】 本発明の排水材打設用ケーシングの第2形態
例を示す断面図である。FIG. 3 is a sectional view showing a second embodiment of the drainage material casting casing of the present invention.
【図4】 支持片の他の形状例を示す要部の断面図であ
る。FIG. 4 is a sectional view of a main part showing another example of the shape of the support piece.
1…排水材、2…圧入機、3…堤防、4…アンカー、1
0…ケーシング、11,12…ケーシング材、13…ボ
ルトナット、14…排水材収納部、15…支持片、20
…ケーシング、21a,21b…ケーシング材、22
a,22b…支持片、23…凹凸嵌合部1 ... drainage material 2 ... press-in machine 3 ... embankment 4 ... anchor 1
0: Casing, 11, 12: Casing material, 13: Bolt and nut, 14: Drainage material storage part, 15: Support piece, 20
... casing, 21a, 21b ... casing material, 22
a, 22b: support piece, 23: concave and convex fitting portion
───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤島 泰男 滋賀県長浜市三ツ矢町5番8号 三菱樹脂 株式会社長浜工場内 Fターム(参考) 2D043 DA09 DB06 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yasuo Fujishima 5-8, Mitsuya-cho, Nagahama-shi, Shiga Prefecture F-term (reference) in Mitsubishi Plastics' Nagahama Plant 2D043 DA09 DB06
Claims (1)
めの排水材打設用ケーシングであって、一対の長尺状の
ケーシング材を組み合わせた際に、両ケーシング材間に
前記排水材を収納する収納部を形成するとともに、少な
くとも一方のケーシング材の内面に、他方のケーシング
材の内面方向に突出する支持片を設けたことを特徴とす
る排水材打設用ケーシング。1. A drainage material casting casing for holding a drainage material at the time of casting in the ground, wherein when a pair of long casing materials are combined, the casing is disposed between the two casing materials. A casing for forming a drainage material, comprising a storage portion for storing a drainage material, and a support piece protruding in an inner surface direction of the other casing material provided on an inner surface of at least one casing material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10256229A JP2000087344A (en) | 1998-09-10 | 1998-09-10 | Drainage material casting casing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10256229A JP2000087344A (en) | 1998-09-10 | 1998-09-10 | Drainage material casting casing |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000087344A true JP2000087344A (en) | 2000-03-28 |
Family
ID=17289734
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10256229A Pending JP2000087344A (en) | 1998-09-10 | 1998-09-10 | Drainage material casting casing |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000087344A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010122779A1 (en) | 2009-04-22 | 2010-10-28 | パナソニック株式会社 | Fuel cell stack and fuel cell cogeneration system equipped with fuel cell stack |
-
1998
- 1998-09-10 JP JP10256229A patent/JP2000087344A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010122779A1 (en) | 2009-04-22 | 2010-10-28 | パナソニック株式会社 | Fuel cell stack and fuel cell cogeneration system equipped with fuel cell stack |
US8808939B2 (en) | 2009-04-22 | 2014-08-19 | Panasonic Corporation | Fuel cell stack and fuel cell cogeneration system including the same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2000087344A (en) | Drainage material casting casing | |
JP3833791B2 (en) | Concrete foundation formwork | |
JP3841531B2 (en) | Discarded formwork | |
JP2000080639A (en) | Casing for depositing drain material | |
JP2943577B2 (en) | Concrete formwork for forming irregularities | |
JP2000087343A (en) | Casing for placing drainage material | |
JP2001011929A (en) | Floor plate for grating | |
JPH0438007Y2 (en) | ||
JP2730772B2 (en) | Installation method of fender | |
JP3617874B2 (en) | Residential ground influence experience device | |
JPS6020662Y2 (en) | Rubber block mounting structure | |
US1247554A (en) | Screed-strip. | |
JP2016128647A (en) | Construction method for forming cracking prevention groove in concrete surface, and building frame for use in the same | |
JPH0338265Y2 (en) | ||
JP2861756B2 (en) | Concrete formwork | |
JPS6346510Y2 (en) | ||
JP3404559B2 (en) | Core for solid block molding with holes | |
JP3567390B2 (en) | Retaining structure with continuous underground wall | |
JP2505744Y2 (en) | Floating body for floating pier | |
JPS63141227U (en) | ||
JP2787758B2 (en) | Retaining wall block | |
JPH0639646Y2 (en) | Safety razor | |
JP2001342615A (en) | Concrete product for stopping weed in sidewalk | |
JPH0988306A (en) | Floor decorative material connecting structure | |
JP3008147B2 (en) | Tile board manufacturing method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A711 Effective date: 20040526 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A821 Effective date: 20040526 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20040804 |
|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20050825 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20080116 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20080122 |
|
A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A712 Effective date: 20080423 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20080603 |