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JPS5851086B2 - Ankiyo Oyobi Sonosekohouhou - Google Patents
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JPS5851086B2 - Ankiyo Oyobi Sonosekohouhou - Google Patents

Ankiyo Oyobi Sonosekohouhou

Info

Publication number
JPS5851086B2
JPS5851086B2 JP49093858A JP9385874A JPS5851086B2 JP S5851086 B2 JPS5851086 B2 JP S5851086B2 JP 49093858 A JP49093858 A JP 49093858A JP 9385874 A JP9385874 A JP 9385874A JP S5851086 B2 JPS5851086 B2 JP S5851086B2
Authority
JP
Japan
Prior art keywords
mesh
cylindrical body
sheet
annular body
cylindrical
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP49093858A
Other languages
Japanese (ja)
Other versions
JPS5121310A (en
Inventor
幸栄 大松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gifu Plastic Industry Co Ltd
Original Assignee
Gifu Plastic Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Gifu Plastic Industry Co Ltd filed Critical Gifu Plastic Industry Co Ltd
Priority to JP49093858A priority Critical patent/JPS5851086B2/en
Publication of JPS5121310A publication Critical patent/JPS5121310A/en
Publication of JPS5851086B2 publication Critical patent/JPS5851086B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は土中に埋設される暗渠及びその施工方法に関す
るものであり、その目的とするところは暗渠を施工する
ための資材の運搬が容易で且つ組立施工も簡易にでき、
しかも土中に埋設したとき土圧に耐えることができる暗
渠及びその施工方法を提供するにある。
[Detailed Description of the Invention] The present invention relates to a culvert buried in the soil and a method for constructing the same, and its purpose is to facilitate the transportation of materials for constructing the culvert and to simplify its assembly. I can do it,
Moreover, it is an object of the present invention to provide an underdrain that can withstand earth pressure when buried in the soil, and a method for constructing the same.

以下本発明の一実施例を図により詳述する。An embodiment of the present invention will be described in detail below with reference to the drawings.

1は金属又は合成樹脂製の網状シートで、通常の手段に
より定尺又は長尺に形成されるものであり、また通常の
シート体に多数の小孔を穿設したものであっても良い。
Reference numeral 1 denotes a net-like sheet made of metal or synthetic resin, which is formed into a regular or long length by ordinary means, or may be an ordinary sheet with a large number of small holes formed therein.

2は円筒体であって、上記網状シート1を円筒状に1重
に巻き、その周囲の要所を締付バンド5により締付固定
して形成され、該円筒体2の内部には適宜要所に環状体
3が配置されており、該環状体3周囲に網状シー斗1が
巻き付けられる如くして円筒体2が形成されている。
Reference numeral 2 denotes a cylindrical body, which is formed by wrapping the mesh sheet 1 in a single layer in a cylindrical shape and tightening key points around it with a tightening band 5. An annular body 3 is disposed at a certain position, and a cylindrical body 2 is formed by wrapping a mesh sheath 1 around the annular body 3.

環状体3は金属又は硬質合成樹脂等のような剛性を有す
る材料にて形成され、外周面に一体に突起爪6が複数個
突設されており、該突起爪6を網状シート1の網目に係
合して円筒体2内における環状体3の滑りを防止するよ
うにしである。
The annular body 3 is made of a rigid material such as metal or hard synthetic resin, and has a plurality of protruding claws 6 integrally protruding from its outer peripheral surface. The annular body 3 is engaged to prevent the annular body 3 from slipping within the cylindrical body 2.

締付バンド5は第4図a、bに示すように一端を互いに
枢着7した半円状の金属バンド体8,8の他端を、引掛
係合部9やラッチ部10で連結するようにした金属製の
ものの他、同図c、dに示すように、一端に丸突起11
他端に複数個の鍵穴状の孔12を有するものや、一端に
バンドの挿入係合部13他端に抜は止め用の凹凸部14
を有するもののような合成樹脂製の締付バンド等が使用
され、また該締付バンド5は単なる針金であっても良い
As shown in FIGS. 4a and 4b, the tightening band 5 has semicircular metal band bodies 8, 8 whose one ends are pivoted 7 to each other, and whose other ends are connected by a hook engaging part 9 or a latch part 10. In addition to the metal one with a round protrusion 11 on one end, as shown in c and d of the same figure,
One end has a plurality of keyhole-shaped holes 12, one end has a band insertion engagement part 13, and the other end has a concave and convex part 14 for preventing removal.
A synthetic resin fastening band, such as a synthetic resin fastening band 5, is used, and the fastening band 5 may also be a simple wire.

しかして暗渠を施工するに際しては、予め掘設した排水
溝に、適宜所要の巾に切断した網状シート1を敷設する
When constructing a culvert, a net-like sheet 1 cut to a desired width is laid in a drainage ditch that has been dug in advance.

次に円筒体2を形成するのに必要な間隔で上記網状シー
ト1上に環状体3を配置する。
Next, the annular bodies 3 are placed on the mesh sheet 1 at intervals necessary to form the cylindrical bodies 2.

しかる後に環状体3外周向の突起爪6が網状シート1の
網目に係止されるようにして、環状体3の周囲に網状シ
ート1を巻き込み、円筒体2を形成するとともに、この
円筒体2の任意個所を締付バンド5により締付けて円筒
体20巻状態が外れるのを防止し、これを土中4に埋設
して暗渠を完成するものである。
Thereafter, the protruding claws 6 on the outer circumference of the annular body 3 are engaged with the mesh of the mesh sheet 1, and the mesh sheet 1 is wound around the annular body 3 to form a cylindrical body 2. The cylindrical body 20 is tightened at arbitrary points with a tightening band 5 to prevent the cylindrical body 20 from coming off, and the culvert is buried in the soil 4 to complete the culvert.

なお上記実施例において、網状シート1を円筒体2の状
態に保つため締付バンド5により円筒体2を締付けたが
、例えば網状シート10両側端を互いに係合連結するよ
うな手段で円筒体2を形成しても良いものであり、また
第5図のように網状シート10円筒体2底部に対応する
部分を盲部15とし、円筒体2の底部から水が漏れない
構造とすることにより、排水植付の暗渠とすることがで
きる。
In the above embodiment, the cylindrical body 2 is tightened by the tightening band 5 in order to keep the mesh sheet 1 in the cylindrical state. Also, as shown in FIG. 5, the portion of the net-like sheet 10 corresponding to the bottom of the cylindrical body 2 is made a blind part 15, so that water does not leak from the bottom of the cylindrical body 2. It can be used as a culvert for drainage planting.

また円筒体2を連結して使用する場合は、例えば互いに
連結される円筒体2の網状シートを互いに重合するよう
にして巻き込むことにより簡易に連結できるものであり
、その他の手段により容置筒体2を連結しても良い。
In addition, when the cylindrical bodies 2 are used in a connected manner, for example, the connection can be easily made by rolling the reticulated sheets of the cylindrical bodies 2 connected together so as to overlap each other, or by other means. 2 may be connected.

上述のように本発明にあっては、網状シートを剛性の環
状体周囲に巻き付け、これにより形成した円筒体を土中
に埋設するようにしたので、暗渠施工の現場には夫々網
状シート、環状体等の素材を輸送すれば良いので、予め
円筒体を形成しておく場合のように、輸送される資材が
嵩ぼるようなことがなく、シかも現場において簡単な施
工組立できる効果を有し、さらに円筒体内部に環状体を
配置しであるから、網状シートを巻き込んで円筒体を形
成する場合の芯材となって巻き込み時の施工が簡易化さ
れるとともに、土中に埋設した場合上記環状体が円筒体
内側より土圧な支え、円筒体の形状を規制して円筒体が
潰れる心配がない効果を有する上に、円筒体が網状シー
トを巻回固定して形成するものであるために網状シート
がある程度の剛性を持たせることで円筒体自体に土圧に
耐える力を与えることもでき、またこれ故に芯材である
環状体が円筒体の軸線方向にも存在するものでなくても
よいものであり、そして環状体は要所に適宜間隔で配置
すればよいものであるから円筒体を所望の曲率で曲げて
施工することも容易に対応でき、更には環状体は夫々独
立しているわけであるが、各項状体は外周面に網目に係
合する突起爪を有しているので環状体が円筒体の内部で
倒れてしまうというようなことがなく、円筒体を確実に
円筒状に維持するものであり、また円筒体が網状シート
を円筒状に巻回することで形成するものであること、及
び環状体に網目に係合する突起爪があることから、突起
爪に網目を係合させていくことで円筒状に巻回すること
ができることから組立が殊に容易となっているものであ
る。
As described above, in the present invention, the mesh sheet is wrapped around the rigid annular body, and the cylindrical body formed thereby is buried in the soil. Since it is only necessary to transport the materials such as bodies, there is no need for the materials to be transported to be bulky, unlike when a cylindrical body is formed in advance. Furthermore, since the annular body is placed inside the cylindrical body, it becomes a core material when the cylindrical body is rolled up with a mesh sheet, simplifying the construction when rolling it in, and when buried in the soil. The annular body has the effect of supporting earth pressure from the inside of the cylinder, regulating the shape of the cylinder so that there is no risk of the cylinder collapsing, and the cylinder is formed by winding and fixing a mesh sheet. By giving the net-like sheet a certain degree of rigidity, it is possible to give the cylindrical body itself the power to withstand earth pressure, and for this reason, the annular body that is the core material does not exist in the axial direction of the cylindrical body. Since the annular bodies can be placed at appropriate intervals at key points, it is easy to bend the cylindrical body to a desired curvature and construct the annular bodies independently. However, since each ring-like body has protruding claws on its outer circumferential surface that engage with the mesh, the ring-like body does not fall inside the cylinder, and the cylinder is held securely. The cylindrical body is formed by winding a mesh sheet into a cylindrical shape, and the annular body has protruding claws that engage with the mesh. It is particularly easy to assemble because it can be wound into a cylindrical shape by engaging the mesh.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の一実施例の断面図、第2図は同上実施
例に用いる網状シートの斜視図、第3図は同上の環状体
の斜視図、第4図aybは夫々同上の金属製の締付バン
ドの正面図で同図c、dは夫々同上の合成樹脂製の締付
バンドの斜視図、第5図は同上の他の実施例の横断口開
であり、1は網状シート、2は円筒体、3は環状体、4
は土中、6は突起爪である。
Figure 1 is a sectional view of an embodiment of the present invention, Figure 2 is a perspective view of a mesh sheet used in the embodiment, Figure 3 is a perspective view of an annular body, and Figure 4 ayb is a metal of the same. Fig. 5 is a front view of a tightening band made of synthetic resin, Figures c and d are perspective views of the tightening band made of synthetic resin, respectively, Fig. 5 is a cross-opening of another embodiment of the same, and 1 is a reticulated sheet. , 2 is a cylindrical body, 3 is an annular body, 4
is underground, and 6 is a protruding claw.

Claims (1)

【特許請求の範囲】 1 網状シートを円筒状に巻回固定して形成されて土中
に埋設される円筒体内部の要所に網状シートの網目に係
合する突起爪を外周面に複数個備えた剛性の環状体を配
置して成ることを特徴とする暗渠。 2 適宜長の網状シートを複数個適宜間隔で配置せる剛
性の環状体の周囲に巻き付けて環状体の外周面に複数個
設けた突起爪を網状シートの網目に係合させるとともに
該環状体を締め付ける如く網状シートを固定して円筒体
を形成した後、土中に埋設することを特徴とする暗渠の
施工方法。
[Scope of Claims] 1. A cylindrical body formed by winding and fixing a mesh sheet into a cylindrical shape and buried in the soil. A plurality of protruding claws on the outer peripheral surface that engage with the mesh of the mesh sheet at key points inside the cylinder. A culvert characterized by being constructed by arranging rigid annular bodies. 2 Wrap a plurality of mesh sheets of appropriate length around a rigid annular body arranged at appropriate intervals, and engage a plurality of protruding claws provided on the outer peripheral surface of the annular body with the mesh of the mesh sheet, and tighten the annular body. A method for constructing an underdrain, which comprises fixing a net-like sheet to form a cylindrical body and then burying the cylindrical body in the soil.
JP49093858A 1974-08-15 1974-08-15 Ankiyo Oyobi Sonosekohouhou Expired JPS5851086B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP49093858A JPS5851086B2 (en) 1974-08-15 1974-08-15 Ankiyo Oyobi Sonosekohouhou

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP49093858A JPS5851086B2 (en) 1974-08-15 1974-08-15 Ankiyo Oyobi Sonosekohouhou

Publications (2)

Publication Number Publication Date
JPS5121310A JPS5121310A (en) 1976-02-20
JPS5851086B2 true JPS5851086B2 (en) 1983-11-14

Family

ID=14094117

Family Applications (1)

Application Number Title Priority Date Filing Date
JP49093858A Expired JPS5851086B2 (en) 1974-08-15 1974-08-15 Ankiyo Oyobi Sonosekohouhou

Country Status (1)

Country Link
JP (1) JPS5851086B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6342200B2 (en) * 2014-03-31 2018-06-13 積水化学工業株式会社 Groundwater level adjustment water tank

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4837505U (en) * 1971-09-08 1973-05-08
JPS4844563U (en) * 1971-09-28 1973-06-11
JPS4853109U (en) * 1971-10-16 1973-07-10

Also Published As

Publication number Publication date
JPS5121310A (en) 1976-02-20

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