JP2012039891A - Method for installing material for disaster recovery - Google Patents

Method for installing material for disaster recovery Download PDF

Info

Publication number
JP2012039891A
JP2012039891A JP2010181295A JP2010181295A JP2012039891A JP 2012039891 A JP2012039891 A JP 2012039891A JP 2010181295 A JP2010181295 A JP 2010181295A JP 2010181295 A JP2010181295 A JP 2010181295A JP 2012039891 A JP2012039891 A JP 2012039891A
Authority
JP
Japan
Prior art keywords
recovery
recovery material
disaster
restoration
disaster recovery
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.)
Granted
Application number
JP2010181295A
Other languages
Japanese (ja)
Other versions
JP5505190B2 (en
Inventor
Masahiro Hayashi
正宏 林
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.)
JFE Steel Corp
Original Assignee
JFE Steel Corp
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 JFE Steel Corp filed Critical JFE Steel Corp
Priority to JP2010181295A priority Critical patent/JP5505190B2/en
Publication of JP2012039891A publication Critical patent/JP2012039891A/en
Application granted granted Critical
Publication of JP5505190B2 publication Critical patent/JP5505190B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for installing materials for disaster recovery preventing rising of roots of trees in normal times by installing a tube-shaped recovery material consisting of steel and concrete in the ground of a sidewalk and roadway or the like and implanting trees such as street trees or the like in the recovery materials, and taken out the recovery material from the ground when great disaster such as an earthquake occurred to use for the disaster recovery.SOLUTION: The method for installing the materials for the disaster recovery includes: installing the tube-shaped recovery material 1 consisting of the steel and concrete in the ground; planting the tree 30 or the like in normal times; and taking out the recovery material 1 in an emergency from the ground and to use as the materials for the disaster recovery.

Description

本発明は、災害復旧用資材を街路樹等の樹木の設置と兼用するようにした災害復旧用資材の設置方法に関するものである。   The present invention relates to a disaster recovery material installation method in which the disaster recovery material is also used as a tree such as a roadside tree.

地震や水害などの大規模災害が発生した場合、道路などの交通機関、通信などの社会基盤や、電気、水道、ガスなどの生活基盤など、ライフラインの早期復旧が重要な課題である。とりわけ道路や橋は、水、食料などの生活資材を運搬するために、1日でも早い復旧が望まれている。   When a large-scale disaster such as an earthquake or flood occurs, it is important to quickly restore the lifeline such as transportation infrastructure such as roads, social infrastructure such as communications, and living infrastructure such as electricity, water and gas. In particular, roads and bridges are expected to be restored as soon as possible in order to transport living materials such as water and food.

ところが、道路や橋を復旧するために必要な鋼材やコンクリートは被災地ですぐに調達できるものではなく、特に、仮設材料として重要な役割を果す鋼材は、在庫がない場合、調達に数か月を要してしまうことがある。
そのため、公園等に鋼材などの資材を在庫として保管しておくことも考えられるが、いつ発生するかわからない災害に備えて、在庫を持つことは、各自治体の財政面から限界があり、不可能であると云える。
そこで、常時(通常時)は復旧材料(以下、復旧資材という)である災害復旧用資材を別の用途に用い、地震などの大災害が発生した非常の際に、この復旧資材を災害の復旧に使用するという効率的な運用が考えられる。
However, the steel and concrete necessary to restore roads and bridges cannot be procured immediately in the stricken area. Especially, steel that plays an important role as temporary material can be procured for several months if there is no inventory. May be required.
Therefore, it may be possible to keep steel and other materials in stock in parks, but it is impossible to have stock in preparation for disasters that do not occur when there is a limit due to the financial aspects of each local government. It can be said that.
Therefore, disaster recovery materials that are restoration materials (hereinafter referred to as restoration materials) are used for other purposes at all times (normal times), and in the event of a major disaster such as an earthquake, these restoration materials can be used for disaster recovery. It can be considered to be used efficiently.

上記のような災害復旧用資材の効率的運用について調査したが、特許文献、非特許文献のいずれについても発見できなかった。   Although the above-mentioned efficient operation of disaster recovery materials was investigated, no patent documents or non-patent documents were found.

従来は、大災害発生の際における復旧資材の調達に時間がかかって復旧が遅れることがあり、生活資材の輸送が遅れがちであったので、復旧資材の調達の迅速化と災害の早期復旧が要望されていた。   In the past, recovery materials could be delayed due to the time required to procure recovery materials in the event of a major disaster, and transportation of living materials tended to be delayed. It was requested.

本発明は、上記の課題を解決するためになされたもので、鋼材やコンクリートからなる管状の復旧資材を歩道や車道周辺などの地中に設置してこの復旧資材内に街路樹などの樹木を植え込むことにより、常時は樹木の根上がりを防止し、地震等の大災害が発生したときはこの復旧資材を地中から取り出して災害復旧に使用するようにした災害復旧用資材の設置方法を提供することを目的としたものである。   The present invention has been made to solve the above-mentioned problems.A tubular restoration material made of steel or concrete is installed in the ground such as a sidewalk or a roadway, and trees such as street trees are placed in the restoration material. By planting, we will prevent the rooting of trees at all times, and provide disaster recovery material installation methods that can be used for disaster recovery by taking out this recovery material from the ground when a major disaster such as an earthquake occurs It is for the purpose.

本発明に係る災害復旧用資材の設置方法は、鋼材やコンクリートからなる管状の復旧資材を地中に設置して常時は樹木などが植えられ、非常の際は前記復旧資材を地中から取り出して災害復旧用資材として使用するようにしたものである。   The method for installing the disaster recovery material according to the present invention is to install a tubular recovery material made of steel or concrete in the ground, and trees are planted at all times. In an emergency, the recovery material is taken out of the ground. It is intended to be used as a disaster recovery material.

上記の復旧資材を、鋼管又はコンクリート管で構成した。
上記の復旧資材を、上記の鋼管の下部に該鋼管の外径より大径の翼を設けた回転貫入管で構成した。
また、上記の復旧資材を、複数の矢板をほぼ管状に連結した管状体で構成した。
上記各復旧資材の外周に複数の小穴又はスリットを設けた。
The above restoration material was composed of a steel pipe or a concrete pipe.
The restoration material was composed of a rotary penetrating pipe in which a blade having a diameter larger than the outer diameter of the steel pipe was provided at the lower part of the steel pipe.
Moreover, said restoration | recovery material was comprised with the tubular body which connected the some sheet pile in substantially tubular shape.
A plurality of small holes or slits were provided on the outer periphery of each restoration material.

上記の復旧資材を、複数のH形鋼をほぼ管状に連結した連結体で構成した。
また、公道や公道周辺あるいは公共施設の敷地内などの一定区画に、上記各種の復旧資材を適宜組み合わせて地中に設置するようにした。
Said restoration | recovery material was comprised with the connection body which connected the some H-section steel in the substantially tubular shape.
In addition, the above-mentioned various restoration materials were appropriately combined and installed in the ground in certain sections such as public roads, around public roads, or in public facilities.

本発明に係る災害復旧用資材の設置方法によれば、地中に設置された管状の復旧資材に常時は樹木などが植えられて根上がりを防止し、地震などによる大災害が発生した非常の際は、この復旧資材を地中から取り出して災害復旧用資材として活用するようにしたので、低いコストで樹木の根上がりを防止し、災害の早期復旧に大きな効果を挙げることができる。   According to the installation method of the disaster recovery material according to the present invention, the tubular recovery material installed in the ground is always planted with trees or the like to prevent uprooting, and an emergency disaster such as an earthquake has occurred. At this time, since this restoration material is taken out from the ground and used as a disaster restoration material, it is possible to prevent the rooting of the tree at a low cost and to have a great effect on the early restoration of the disaster.

本発明の実施の形態1に係る災害復旧用資材の設置方法に用いる復旧資材の平面図である。It is a top view of the recovery material used for the installation method of the disaster recovery material which concerns on Embodiment 1 of this invention. 図1の復旧資材に樹木を植えた状態を示す説明図である。It is explanatory drawing which shows the state which planted the tree in the restoration | recovery material of FIG. 図1の長尺の鋼管の説明図である。It is explanatory drawing of the elongate steel pipe of FIG. 図1の角形鋼管の製造例を示す説明図である。It is explanatory drawing which shows the example of manufacture of the square steel pipe of FIG. 図1の鋼管の下部に翼を設けた回転貫入管の説明図である。It is explanatory drawing of the rotation penetration pipe which provided the wing | blade in the lower part of the steel pipe of FIG. 図1の復旧資材の地中への設置状態を示す説明図である。It is explanatory drawing which shows the installation state to the underground of the recovery material of FIG. 本発明の実施の形態2に係る災害復旧用資材の設置方法に用いる復旧資材の平面図である。It is a top view of the recovery material used for the installation method of the disaster recovery material which concerns on Embodiment 2 of this invention. 図7の復旧資材に樹木を植えた状態を示す説明図である。It is explanatory drawing which shows the state which planted the tree in the restoration | recovery material of FIG. 図7の復旧資材の矢板の連結例を示す説明図である。It is explanatory drawing which shows the example of a connection of the sheet pile of the recovery material of FIG. 図7の長尺の矢板の説明図である。It is explanatory drawing of the elongate sheet pile of FIG. 本発明の実施の形態3に係る災害復旧用資材の設置方法に用いる復旧資材の説明図である。It is explanatory drawing of the recovery material used for the installation method of the disaster recovery material which concerns on Embodiment 3 of this invention. 本発明の実施の形態4に係る災害復旧用資材の設置方法に用いる復旧資材の上面図である。It is a top view of the recovery material used for the installation method of the disaster recovery material which concerns on Embodiment 4 of this invention. 図12の復旧資材の樹木を植えた状態を示す説明図である。It is explanatory drawing which shows the state which planted the tree of the recovery material of FIG. 図12のH形鋼の連結例を示す説明図である。It is explanatory drawing which shows the example of a connection of the H-section steel of FIG. 本発明の実施の形態5に係る災害復旧用資材の設置方法の復旧資材の設置例を示す説明図である。It is explanatory drawing which shows the example of installation of the recovery material of the installation method of the disaster recovery material which concerns on Embodiment 5 of this invention. 災害発生時に復旧資材により仮設した道路(橋梁)の説明図である。It is explanatory drawing of the road (bridge) temporarily constructed | assembled with the restoration material at the time of disaster occurrence. 災害発生時に復旧資材により仮設した盛り土の説明図である。It is explanatory drawing of the embankment temporarily constructed | assembled with the recovery material at the time of a disaster occurrence.

[実施の形態1]
図1は本発明の実施の形態1に係る災害復旧用資材の設置方法に用いる復旧資材の平面図、図2はこの復旧資材を地中に設置して樹木を植え込んだ状態を示す説明図である。
図において、1は地中に埋設された管状の復旧資材で、例えば、図6に示すように、道路40の両側に所定の間隔で設置され、内部に土20を投入して例えば街路樹である樹木30が植え込まれている。
[Embodiment 1]
FIG. 1 is a plan view of recovery material used in the method for installing disaster recovery material according to Embodiment 1 of the present invention, and FIG. 2 is an explanatory diagram showing a state where the recovery material is installed in the ground and trees are planted. is there.
In the figure, reference numeral 1 denotes a tubular restoration material buried in the ground. For example, as shown in FIG. 6, it is installed at predetermined intervals on both sides of the road 40, and soil 20 is introduced into the interior, for example, a roadside tree. A tree 30 is planted.

復旧資材1は、上面が開口された断面円形又は四角形の丸形鋼管2、角形鋼管3又はコンクリート管(以下、丸形鋼管2を用いた場合について説明する)からなり、その大きさは、設置する場所、植え込む樹木30の種類や大きさ、さらには、災害復旧用資材として使用することを勘案して決定されるが、一般に、外径が300〜2000mm、長さは通常工場から出荷される定尺物を用いるので、10〜15m程度である。なお、板厚は、災害復旧用資材として使用できる程度(例えば、6〜20mm程度)である。上記の各寸法は、他の実施の形態においてもほぼ同様である。   The restoration material 1 consists of a round or quadrangular round steel pipe 2, a square steel pipe 3 or a concrete pipe (hereinafter, the case where the round steel pipe 2 is used) whose upper surface is opened. Is determined in consideration of the place to be used, the type and size of the tree 30 to be planted, and the use as a disaster recovery material. In general, the outer diameter is 300 to 2000 mm, and the length is usually shipped from the factory. Since a standard object is used, it is about 10-15m. In addition, plate | board thickness is a grade which can be used as a disaster recovery material (for example, about 6-20 mm). Each of the above dimensions is substantially the same in the other embodiments.

また、これら地中に埋設されて樹木30が植えられる復旧資材1は、地震等の災害が発生した際の災害復旧用資材を兼ねるので、定尺より深く施工する場合、つまり、復旧資材1が定尺より長いものが必要な場合は、図3に示すように、添接板7を上鋼管2a(又は3a)と下鋼管2b(又は3b)の外周に当接し、ボルト7aにより両者を一体に接合して、長尺の復旧資材1を構成する。   Moreover, since the restoration | recovery material 1 embed | buried in these underground and the tree 30 is planted also serves as a disaster restoration | recovery material at the time of disasters, such as an earthquake, when constructing deeper than a fixed scale, ie, the restoration | recovery material 1 When a length longer than the standard length is required, as shown in FIG. 3, the splicing plate 7 is brought into contact with the outer periphery of the upper steel pipe 2a (or 3a) and the lower steel pipe 2b (or 3b), and both are integrated by the bolt 7a. To form a long restoration material 1.

また、復旧資材1が角形鋼管3の場合は、平鋼を溶接するなどして形成してもよいが、例えば、図4(a)に示すように、4板の平板4を四角形状に配設して、その角部を接続用小形H形鋼5により連結してもよく、あるいは、図4(b)に示すように、円弧状の連結部の両側にU字状の嵌合部6aを有する連結金具6により、角部を嵌合部6aに嵌合して連結してもよい。このように構成することにより、災害復旧用資材として使用する場合の分解が容易で、それぞれ単体の平板4として使用することができる。   When the restoration material 1 is a square steel pipe 3, it may be formed by welding flat steel or the like. For example, as shown in FIG. 4 (a), four flat plates 4 are arranged in a square shape. The corners may be connected by the connecting small H-section steel 5 or, as shown in FIG. 4B, U-shaped fitting portions 6a on both sides of the arc-shaped connecting portion. The corner portion may be fitted and connected to the fitting portion 6a by the connecting metal fitting 6 having the above. By comprising in this way, the decomposition | disassembly when using it as a disaster recovery material is easy, and it can each be used as the single flat plate 4. FIG.

上記のように構成した復旧資材1は、例えば街路樹などの設置場所に、圧入施工、中堀施工などにより地中に貫入埋設され、内部に土20を入れて上部開口部から樹木30の根31を挿入し、地面25とほぼ同一平面になるまで土20を投入して、樹木30が植え込まれる。なお、復旧資材1が丸形鋼管2の場合は、図5に示すように、丸形鋼管2の下部に丸形鋼管2の外径より大径の翼8を螺旋状に取付けた回転貫入管1aを用いてもよく、この場合は復旧資材1である回転貫入管1aの貫入及び引き抜きが容易である。なお、この回転貫入管1aは固い地層まで貫入する必要がないため大きなトルクを必要としないので、翼8の板厚を薄くすることができる。また、復旧資材1の地中への埋設にあたっては、必要に応じてボルト等の資材を密封して一緒に埋め込んでもよい(他の実施の形態においても同様である)。   The restoration material 1 configured as described above is embedded in the ground by press-in construction, Nakabori construction, or the like at an installation location such as a roadside tree, for example, and the soil 30 is put inside, and the root 31 of the tree 30 from the upper opening. , And the soil 20 is introduced until it is substantially flush with the ground 25, and the tree 30 is planted. When the restoration material 1 is a round steel pipe 2, as shown in FIG. 5, a rotary penetrating pipe in which a blade 8 having a diameter larger than the outer diameter of the round steel pipe 2 is helically attached to the lower part of the round steel pipe 2. 1a may be used, and in this case, it is easy to penetrate and pull out the rotary penetration tube 1a which is the restoration material 1. In addition, since this rotary penetration pipe 1a does not need to penetrate to a hard formation and does not require a big torque, the plate | board thickness of the wing | blade 8 can be made thin. Moreover, when embedding the recovery material 1 in the ground, a material such as a bolt may be sealed and embedded together if necessary (the same applies to other embodiments).

本実施の形態によれば、復旧資材1に植え込んだ樹木30の根31が横方向に伸びることがないので、根上がりを生ずることがなく、通行者に安全である。また、根上がりにより歩道や車道を壊すことがないので、これまで必要であった補修などのメンテナンスを行う必要がない。さらに、植木鉢に植えた木のように、樹木の大きさを調整することができるため、街路樹の大きさを均一にするなど、街の景観整備にも役立つ。   According to the present embodiment, since the root 31 of the tree 30 planted in the restoration material 1 does not extend in the lateral direction, the root up does not occur, and it is safe for passers-by. In addition, since the footpath and the roadway are not broken by the uprooting, it is not necessary to perform maintenance such as repairs that have been necessary until now. In addition, the size of the tree can be adjusted like a tree planted in a flowerpot, which is useful for improving the landscape of the city, such as making the size of street trees uniform.

また、地震等による大きな災害が発生した場合は、街路樹等は本来の機能(街の景観の向上、歩行者の日陰の確保など)は必要ないので、復旧資材1だけを地中から取り出し、災害復旧用資材として道路の復旧などに活用する。このとき、樹木30は切断するか、又はそのまま同じ場所に残置しておく。
復旧資材1の地中からの取り出しにあたっては、翼8を有する回転貫入管1aの場合は、逆方向に回転させれば容易に引き抜くことができる。また、翼のない復旧資材1の場合は、回転、振動、バイブロやウォータジェットなどにより周面摩擦を低減することにより取り出すことができる(他の実施の形態においても同様である)。
Also, if a major disaster occurs due to an earthquake, etc., the roadside trees etc. do not need their original functions (improving the cityscape, securing the shade of pedestrians, etc.), so only the restoration material 1 is taken out from the ground, It will be used for road restoration as a disaster recovery material. At this time, the tree 30 is cut or left in the same place as it is.
When the restoration material 1 is taken out from the ground, in the case of the rotary penetrating pipe 1a having the blades 8, it can be easily pulled out by rotating in the reverse direction. Further, in the case of the restoration material 1 having no wings, it can be taken out by reducing peripheral friction by rotation, vibration, vibro, water jet or the like (the same applies to other embodiments).

そして、後日本復旧が行われたときは、仮設した復旧資材1を解体して再び歩道などに設置して樹木30を植えれば、根上がりを防止することができる。なお、そのまま引き続き道路などに利用されたり、切断されたりして再利用不能の場合は、別途新らしい復旧資材1を埋設する。   Then, when Japan is restored later, the temporary restoration material 1 can be dismantled and installed on the sidewalk again and planted with trees 30 to prevent rooting. In addition, when it cannot be reused because it is continuously used for roads, etc. or is cut off, a new restoration material 1 is buried separately.

本実施の形態によれば、地中に設置された管状の復旧資材1は、常時は樹木30などが植えられて街路樹等の機能を果すと共に樹木の根上がりを防止し、地震等の災害による非常の際は、地中から取り出して災害復旧用資材として活用することにより災害の復旧を促進することができるので、低コストで大きな効果を挙げることができる。   According to the present embodiment, the tubular restoration material 1 installed in the ground is always planted with trees 30 and the like, and functions as a roadside tree, etc. In an emergency, the disaster recovery can be promoted by taking it out from the ground and using it as a disaster recovery material.

[実施の形態2]
図7は本発明の実施の形態2に係る災害復旧用資材の設置方法に用いる復旧資材の平面図、図8は図7の復旧資材を地中に設置して樹木を植え込んだ状態を示す説明図である。なお、実施の形態1と同一又は同じ機能の部分には、同じ符号が付してある。
実施の形態1では、丸形鋼管2、角形鋼管3又はコンクリート管により復旧資材1を構成した場合を示したが、本実施の形態は、矢板10により復旧資材1を構成したものである。
[Embodiment 2]
FIG. 7 is a plan view of the recovery material used in the method for installing the disaster recovery material according to Embodiment 2 of the present invention, and FIG. 8 is an illustration showing a state in which the recovery material of FIG. FIG. In addition, the same code | symbol is attached | subjected to the part of the same or same function as Embodiment 1. FIG.
In Embodiment 1, although the case where the restoration | restoration material 1 was comprised by the round steel pipe 2, the square steel pipe 3, or the concrete pipe was shown, this Embodiment comprises the restoration | restoration material 1 by the sheet pile 10. FIG.

すなわち、複数枚の矢板10を環状に配置し、図9(a)に示すように、隣接する矢板10の幅方向の両縁部に設けた継手部11を嵌合してほぼ管状に連結した管状体により、復旧資材1を疑似的に構成したものである。なお、図には4枚の矢板10により復旧資材1を構成した場合を示したが、閉断面の復旧資材1を構成するものであれば、矢板10の数は適宜設定することができる。   That is, a plurality of sheet piles 10 are arranged in an annular shape, and as shown in FIG. 9A, the joint portions 11 provided at both edges in the width direction of adjacent sheet piles 10 are fitted and connected in a substantially tubular shape. The restoration material 1 is constructed in a pseudo manner by a tubular body. In addition, although the figure showed the case where the restoration | recovery material 1 was comprised by the sheet pile 10 of 4 sheets, if the restoration | recovery material 1 of a closed cross section is comprised, the number of the sheet piles 10 can be set suitably.

この場合、図9(b)に示すように、継手金具12により継手部11を介して隣接する矢板10を連結してもよい。また、長尺の矢板10を必要とする場合は、図10に示すように、上下の矢板10a,10bの両面又は一方の面に添接板7を当接し、ボルト7aにより両者を一体に接合して長尺の矢板を構成する。
本実施の形態に係る復旧資材1も圧入施工又は中堀施工により地中に埋設されるが、圧入施工による場合は、施工の容易性から鋼矢板を用いることが望ましい。
In this case, as shown in FIG. 9B, the adjacent sheet piles 10 may be connected by the joint fitting 12 via the joint portion 11. Further, when a long sheet pile 10 is required, as shown in FIG. 10, the contact plate 7 is brought into contact with both surfaces or one surface of the upper and lower sheet piles 10a and 10b, and both are integrally joined by the bolt 7a. And a long sheet pile is comprised.
Although the restoration | recovery material 1 which concerns on this Embodiment is also embed | buried in the ground by press-fitting construction or Nakabori construction, it is desirable to use a steel sheet pile from the ease of construction in the case of press-fitting construction.

本実施の形態に係る復旧資材1を地中から取り出して災害復旧用資材として使用する場合は、例えば、継手部11を分離してそれぞれ独立した1枚の矢板10として活用すればよく、各矢板10は継手部11の嵌合又は継手金具12によって連結されているので、容易に分離することができる。   When the recovery material 1 according to the present embodiment is taken out from the ground and used as a material for disaster recovery, for example, the joint portion 11 may be separated and used as an independent sheet pile 10. Since 10 is connected by the fitting of the joint part 11 or the joint metal fitting 12, it can be easily separated.

本実施の形態においても実施の形態1の場合とほぼ同様の作用、効果を得ることができる。なお、継手部11は水みちになるので、樹木30の根31への水分供給や雨水等の地中への浸透も可能となる。   Also in the present embodiment, substantially the same operations and effects as in the first embodiment can be obtained. In addition, since the joint part 11 becomes a water path, the water supply to the root 31 of the tree 30 and the penetration | invasion of rain water etc. in the ground are also attained.

[実施の形態3]
図11は本発明の実施の形態3に係る災害復旧用資材の設置方法に用いる復旧資材の説明図である。なお、実施の形態1と同一又は同じ機能の部分には、同じ符号を付してある。
本実施の形態は、実施の形態1又は2に係る復旧資材1の周壁に、樹木30の根31の通過を許さないか、又は細い根だけが通れる程度の複数の小穴9又はスリットを設けたものである。
この小穴9又はスリットは、樹木30の根31に水分を供給するための地下水などを通すためのものであり、また、降雨時に復旧資材1内の水を地中に浸透させるためのものである。
[Embodiment 3]
FIG. 11 is an explanatory diagram of the recovery material used in the disaster recovery material installation method according to Embodiment 3 of the present invention. In addition, the same code | symbol is attached | subjected to the part of the same or same function as Embodiment 1. FIG.
In the present embodiment, a plurality of small holes 9 or slits are provided on the peripheral wall of the restoration material 1 according to the first or second embodiment so that the root 31 of the tree 30 is not allowed to pass or only thin roots can pass. Is.
The small holes 9 or slits are for passing ground water for supplying moisture to the roots 31 of the trees 30 and for allowing the water in the restoration material 1 to penetrate into the ground when it rains. .

[実施の形態4]
図12は本発明の実施の形態4に係る災害復旧用資材の設置方法に用いる復旧資材の平面図、図13は図12の復旧資材を地中に設置して樹木を植え込んだ状態を示す説明図である。なお、実施の形態1と同一又は同じ機能の部分には、これと同じ符号を付してある。
実施の形態1では丸形鋼管2、角形鋼管3又はコンクリート管により復旧資材1を構成し、実施の形態2では矢板10により復旧資材1を構成した場合を示したが、本実施の形態は、H形鋼15により管状の復旧資材1を構成したものである。
[Embodiment 4]
FIG. 12 is a plan view of the recovery material used in the disaster recovery material installation method according to Embodiment 4 of the present invention, and FIG. 13 is a diagram illustrating a state where the recovery material of FIG. 12 is installed in the ground and trees are implanted. FIG. In addition, the same code | symbol is attached | subjected to the part of the same or same function as Embodiment 1. FIG.
In the first embodiment, the restoration material 1 is constituted by the round steel pipe 2, the square steel pipe 3 or the concrete pipe, and in the second embodiment, the restoration material 1 is constituted by the sheet pile 10. However, in the present embodiment, A tubular restoration material 1 is constituted by the H-shaped steel 15.

すなわち、複数本のH形鋼15を環状に配置して、隣接するフランジ16の端部どうしを、例えば図14に示すように、接続用小形H形鋼17により連結して、疑似的な管状体18を有する復旧資材1を構成したものである。なお、図には8本のH形鋼15により復旧資材1を構成した場合を示したが、閉断面の復旧資材1を構成するものであれば、H形鋼15の数は適宜設定することができる。   That is, a plurality of H-shaped steels 15 are arranged in an annular shape, and ends of adjacent flanges 16 are connected to each other by connecting small H-shaped steels 17 as shown in FIG. The restoration material 1 having the body 18 is configured. In addition, although the figure showed the case where the restoration | recovery material 1 was comprised with the eight H-section steel 15, if the restoration | recovery material 1 of a closed cross section is comprised, the number of the H-section steel 15 should be set suitably. Can do.

また、隣接するH形鋼15のフランジ16を連結するにあたっては、図4(b)に示すような連結金具6を用い、両側に設けた嵌合部7を隣接するH形鋼15のフランジ16に嵌合して連結してもよい。
本実施の形態に係る復旧資材1は、圧入施工又は中堀施工により地中に埋設され、管状部18に樹木30が植えられる。
Further, when connecting the flanges 16 of the adjacent H-section steel 15, the connection fitting 6 as shown in FIG. 4B is used, and the fitting portions 7 provided on both sides are connected to the flange 16 of the adjacent H-section steel 15. May be connected to each other.
The restoration material 1 according to the present embodiment is buried in the ground by press-fitting construction or Nakabori construction, and a tree 30 is planted in the tubular portion 18.

本実施の形態に係る復旧資材1を地中から取り出して災害復旧用資材として使用する場合は、例えば、各連結部を分離してそれぞれ独立した1本のH形鋼15として活用すればよく、各H形鋼15は接続用小形H形鋼17又は連結金具6で連結されているので、容易に分離することができる。なお、接続用小形H形鋼17も、災害復旧用資材として利用することができる。
本実施の形態においても、実施の形態1の場合とほぼ同様の作用、効果を得ることができる。
When the recovery material 1 according to the present embodiment is taken out from the ground and used as a material for disaster recovery, for example, each connecting portion may be separated and used as one independent H-section steel 15, Since each H-section steel 15 is connected with the small H-section steel 17 for connection or the connection fitting 6, it can be easily separated. In addition, the small H-section steel 17 for connection can also be utilized as a disaster recovery material.
Also in the present embodiment, substantially the same operations and effects as in the case of the first embodiment can be obtained.

上記の実施の形態2では矢板10により、実施の形態4ではH形鋼15により管状の復旧資材1を構成した場合を示したが、本発明はこれに限定するものではなく、建設資材として使用される例えば山形鋼や溝形鋼などの形鋼を管状に連結して、復旧資材1を構成してもよい。   Although the case where the tubular restoration material 1 is constituted by the sheet pile 10 in the second embodiment and the H-shaped steel 15 in the fourth embodiment is shown, the present invention is not limited to this and is used as a construction material. For example, the restoration material 1 may be configured by connecting a shape steel such as an angle steel or a channel steel in a tubular shape.

[実施の形態5]
図15は本発明の実施の形態5に係る災害復旧用資材の設置方法に用いる復旧資材1の地中への設置例を示す説明図である。なお、実施の形態1〜4と同じ部分には、これと同じ符号が付してある。
本実施の形態は、公道や公道周辺、公共施設の敷地内などに復旧資材1を設置して樹木30などを植え込む場合、ある一定区画の領域に、実施の形態1〜4に示すような丸形鋼管2(コンクリート管を含む)又は角形鋼管3、矢板10、H形鋼15、あるいはその他の形鋼からなる復旧資材1を、適宜組み合わせてユニット化し、設置したものである。
[Embodiment 5]
FIG. 15 is an explanatory diagram showing an installation example of the recovery material 1 used in the disaster recovery material installation method according to Embodiment 5 of the present invention. In addition, the same code | symbol is attached | subjected to the same part as Embodiment 1-4.
In the present embodiment, when the restoration material 1 is installed on a public road, around a public road, in a public facility site, etc. and a tree 30 or the like is planted, a circle as shown in the first to fourth embodiments is placed in a certain section area. A structural steel pipe 2 (including a concrete pipe) or a square steel pipe 3, a sheet pile 10, an H-shaped steel 15, or other structural steel, or a restoration material 1 composed of other structural steels is appropriately combined into a unit and installed.

このように構成することにより、災害の復旧に必要な資材を、身近において適宜選択して調達することができる。そして、例えば、図16に示すように、丸形鋼管2(又はコンクリート管)を地中に建て込んで基礎とし、その上に角形鋼管3を分解した平板4を床板として配置し、その上に分離した複数のH形鋼15を設置することにより、仮設道路や仮設橋梁を施工することができる。   With this configuration, materials necessary for disaster recovery can be appropriately selected and procured in the immediate vicinity. And, for example, as shown in FIG. 16, a round steel pipe 2 (or concrete pipe) is built in the ground, and a flat plate 4 obtained by disassembling the square steel pipe 3 is arranged thereon as a floor board. By installing a plurality of separated H-shaped steels 15, a temporary road or a temporary bridge can be constructed.

また、図17に示すように、丸形鋼管2又はH形鋼15を地中に建て込んで基礎とし、矢板10を土留めとして土を盛り上げ、その上に平板4を設置して盛土19を施工するなど、復旧資材1を広範囲の復旧作業に役立たせることができる。なお、道路には、ガードレールや歩道橋が設けられているので、これらと組み合わせて復旧を行うこともできる。   In addition, as shown in FIG. 17, the round steel pipe 2 or the H-shaped steel 15 is built into the ground, and the soil is raised using the sheet pile 10 as a retaining ring, and the flat plate 4 is installed thereon to form the embankment 19. The restoration material 1 can be used for a wide range of restoration work such as construction. Since roads are provided with guardrails and pedestrian bridges, they can be restored in combination with these.

1 復旧資材、1a 回転貫入管、2 丸形鋼管、3 角形鋼管、4 平板、8 翼、9 小穴、10 矢板、15 H形鋼、20 土、30 樹木、31 根。   1 Restoration Materials, 1a Rotating Penetration Pipe, 2 Round Steel Pipe, 3 Square Steel Pipe, 4 Flat Plate, 8 Wings, 9 Small Holes, 10 Sheet Pile, 15 H Shape Steel, 20 Earth, 30 Tree, 31 Root.

Claims (7)

鋼材やコンクリートからなる管状の復旧資材を地中に設置して常時は樹木などが植えられ、非常の際は前記復旧資材を地中から取り出して災害復旧用資材として使用することを特徴とする災害復旧用資材の設置方法。   A disaster characterized by installing tubular restoration materials made of steel or concrete in the ground and always planting trees etc., and in emergency cases, taking out the restoration materials from the underground and using them as disaster recovery materials How to install recovery materials. 前記復旧資材を、鋼管又はコンクリート管で構成したことを特徴とする請求項1記載の災害復旧用資材の設置方法。   The disaster recovery material installation method according to claim 1, wherein the recovery material is formed of a steel pipe or a concrete pipe. 前記復旧資材を、前記鋼管の下部に該鋼管の外径より大径の翼を設けた回転貫入管で構成したことを特徴とする請求項2記載の災害復旧用資材の設置方法。   The installation method of the disaster recovery material according to claim 2, wherein the recovery material is constituted by a rotary penetrating pipe provided with a blade having a diameter larger than the outer diameter of the steel pipe at a lower portion of the steel pipe. 前記復旧資材を、複数の矢板をほぼ管状に連結した管状体で構成したことを特徴とする請求項1記載の災害復旧用資材の設置方法。   The disaster recovery material installation method according to claim 1, wherein the recovery material is configured by a tubular body in which a plurality of sheet piles are connected in a substantially tubular shape. 前記復旧資材の周壁に、複数の小穴又はスリットを設けたことを特徴とする請求項2〜4のいずれかに記載の災害復旧用資材の設置方法。   The disaster recovery material installation method according to any one of claims 2 to 4, wherein a plurality of small holes or slits are provided on a peripheral wall of the recovery material. 前記復旧資材を、複数のH形鋼をほぼ管状に連結した管状体で構成したことを特徴とする請求項1記載の災害復旧用資材の設置方法。   The disaster recovery material installation method according to claim 1, wherein the recovery material is constituted by a tubular body in which a plurality of H-shaped steels are connected in a substantially tubular shape. 公道や公道周辺あるいは公共施設の敷地内などの一定区画に、請求項2〜6の復旧資材を適宜組み合わせて地中に設置したことを特徴とする請求項1記載の災害復旧用資材の設置方法。   The method for installing disaster recovery materials according to claim 1, wherein the recovery materials according to claims 2 to 6 are appropriately combined with the recovery materials according to claims 2 to 6 in a certain section such as a public road, the vicinity of the public road, or within a public facility site. .
JP2010181295A 2010-08-13 2010-08-13 How to install disaster recovery materials Active JP5505190B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010181295A JP5505190B2 (en) 2010-08-13 2010-08-13 How to install disaster recovery materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010181295A JP5505190B2 (en) 2010-08-13 2010-08-13 How to install disaster recovery materials

Publications (2)

Publication Number Publication Date
JP2012039891A true JP2012039891A (en) 2012-03-01
JP5505190B2 JP5505190B2 (en) 2014-05-28

Family

ID=45896919

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010181295A Active JP5505190B2 (en) 2010-08-13 2010-08-13 How to install disaster recovery materials

Country Status (1)

Country Link
JP (1) JP5505190B2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5442891A (en) * 1991-04-08 1995-08-22 Deep Root Partners, L.P. Root-control barrier combination, and method of controlling roots by barriers having either single-elongate or closed-loop configurations
JPH09154408A (en) * 1995-12-08 1997-06-17 Mototsugu Takei Pot for container culture
JPH09233958A (en) * 1996-02-29 1997-09-09 Dam Suigenchi Kankyo Seibi Center Container, greening material utilizing the same and slope greening method using greening material
JP2006191918A (en) * 2005-01-13 2006-07-27 Chiaki Shingu Transplanting pipe
JP2010183845A (en) * 2009-02-10 2010-08-26 Jfe Steel Corp Method for setting up tree

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5442891A (en) * 1991-04-08 1995-08-22 Deep Root Partners, L.P. Root-control barrier combination, and method of controlling roots by barriers having either single-elongate or closed-loop configurations
JPH09154408A (en) * 1995-12-08 1997-06-17 Mototsugu Takei Pot for container culture
JPH09233958A (en) * 1996-02-29 1997-09-09 Dam Suigenchi Kankyo Seibi Center Container, greening material utilizing the same and slope greening method using greening material
JP2006191918A (en) * 2005-01-13 2006-07-27 Chiaki Shingu Transplanting pipe
JP2010183845A (en) * 2009-02-10 2010-08-26 Jfe Steel Corp Method for setting up tree

Also Published As

Publication number Publication date
JP5505190B2 (en) 2014-05-28

Similar Documents

Publication Publication Date Title
Hemeda Geotechnical modelling of the climate change impact on world heritage properties in Alexandria, Egypt
Kijewski-Correa et al. Field reconnaissance and overview of the impact of Hurricane Matthew on Haiti’s Tiburon Peninsula
Zumrawi et al. Importance of deep excavation support and its influence on adjacent buildings
JP5505190B2 (en) How to install disaster recovery materials
Yu et al. The Ms 8.0 Wenchuan earthquake of 12 May 2008 reconnaissance report
KR101476930B1 (en) The support structure for extended synthetic wood deck road
RU2369797C1 (en) Pipeline dike reinforcement method
JP2010183845A (en) Method for setting up tree
Orton Heritage impact assessment for a proposed photovoltaic energy plant on the farm Klipgats Pan near Copperton, Northern Cape
Delatte et al. Earthquakes in Oklahoma—Adapting to a New Reality
Pande Landslide problems in Uttaranchal, India: issues and challenges
Gouzie et al. Investigation and remediation of the 2006 Nixa, Missouri, collapse sinkhole
Parkash Landslide preparedness guidelines for safety of buildings on slopes; published by national institute of disaster management
Orton Heritage Impact Assessment: proposed road upgrade to access the Sutherland Wind Energy Facility, Sutherland Magisterial District, Northern Cape
CN211312767U (en) SMW construction method well for modifying or repairing sewage pipeline
JP2012255917A (en) Sign pole for sign-board
JP6497641B2 (en) How to build an integrated mound
CN202706039U (en) Foundation pit supporting structure for reforming tunnel in old urban area
Zhang et al. Excavation Failure Cases and Analysis
Lubkowski et al. Review of reconstruction in Aceh following the 2004 boxing day tsunami
David Systemic Causes for failure of geotechnical works around the world
Herard Building back better: Disaster risk reduction within the Haiti reconstruction effort
KR200245925Y1 (en) An assembly structure falling rock preventing for tunnel
Hashimoto et al. A survey report on pavement damage in the disaster areas of Tohoku
CN106436737A (en) Communication steel pipe pile foundation pile pressing type greenbelt communication tower and installation method thereof

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20130419

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20131108

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20131126

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20140122

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20140218

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20140303

R150 Certificate of patent or registration of utility model

Ref document number: 5505190

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150