JP2016132888A - Temporary roof structure of tsunami evacuation tower - Google Patents

Temporary roof structure of tsunami evacuation tower Download PDF

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JP2016132888A
JP2016132888A JP2015006843A JP2015006843A JP2016132888A JP 2016132888 A JP2016132888 A JP 2016132888A JP 2015006843 A JP2015006843 A JP 2015006843A JP 2015006843 A JP2015006843 A JP 2015006843A JP 2016132888 A JP2016132888 A JP 2016132888A
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roof structure
temporary roof
column
pipe
fall
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優 芳賀
Masaru Haga
優 芳賀
英行 中野
Hideyuki Nakano
英行 中野
衛由 立田
Eiyu Tatsuta
衛由 立田
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a low-priced temporary roof structure of a tsunami evacuation tower that comprises a small number of members, may be stored readily in a small space at normal times, is light-weight and easy to handle, may be set up readily by hands in a short period of time, and may be set up only by evacuees from a tsunami.SOLUTION: A temporary roof structure of a tsunami evacuation tower includes an edge part support post 4 provided near each of fall prevention fences 3A that face each other on both sides of a central axial line of a roof floor 2, as seen in a planar view, and a water repellent cloth 5 fitted at a crown part of the edge part support post 4 from above and connected to the fall prevention fence 3B with a cord-like body at a plurality of locations on right and left edge sides 5a orthogonal to the central axial line. The edge part support post 4 has a height higher than the fall prevention fence 3, has a support part for having the support post body stand by itself, and is connected to the fall prevention fence near the support post with a cord-like body 7, at a top part or an intermediate part. All members that comprises the temporary roof structure is installed on a floor of the roof floor without being fixed on a foundation.SELECTED DRAWING: Figure 2

Description

津波発生時に、津波想定高さより高く建設された津波避難タワーの屋上階に避難した避難者たちが、救助されるまでの間に直射日光や雨をしのぐことができるように、前記屋上階の周囲に常設された転落防止柵を利用して仮設で設置される津波避難タワーの仮設屋根構造に関する。   In the event of a tsunami, evacuees who have evacuated to the rooftop of a tsunami evacuation tower built higher than the tsunami's expected height will be able to withstand direct sunlight and rain before being rescued. The present invention relates to a temporary roof structure of a tsunami evacuation tower that is temporarily installed using a fall-preventing fence that is permanently installed.

津波避難者が津波避難タワーの屋上階で救助を待つ際に、冷たい風や雨、吹雪などに晒されないようにした仮設の避難装置としてハウス構造のものがある(特許文献1の図4参照)。
この避難装置は、屋上周囲の手摺の内側面に、アルミ板などによる防護立板を取り付けて壁とし、前記手摺に取り付けた前記防護立板に防護天板を取り付けて屋根とした仮設ハウス構造(避難ハウス)である。防護立板及び防護天板は、屋上周囲の手摺の長さに応じて多数枚用意される。
前記防護立板は、階段用の屋上開口を囲む階段手摺の上方スペースを利用して積み重ねた状態で収納し、前記複数枚の防護天板は屋上の手摺寄りの位置に横重ねで立てた状態で収納する。
前記防護立板は、手摺との間に隙間(防護立板差し込みスペース)を形成するための別部材の止着具を手摺に取り付け、手摺と前記止着具との間の隙間に上から差し込むようにして、屋上周囲の手摺に取り付ける。
防護天板は、収納時には倒されている差込脚を有しており、設置時にはその差込脚を起して立て、それを防護立板の上端面に設けている差込孔内に挿し込んで、防護立板の上端に取り付ける。
When a tsunami refugee waits for rescue on the roof of the tsunami evacuation tower, a temporary evacuation device that is not exposed to cold wind, rain, snowstorm, etc. has a house structure (see FIG. 4 of Patent Document 1). .
This evacuation device is a temporary house structure in which a protective standing plate made of aluminum plate or the like is attached to the inner side surface of a handrail around the rooftop as a wall, and a protective top plate is attached to the protective standing plate attached to the handrail. Evacuation house). A large number of protective stand plates and protective top plates are prepared according to the length of the handrail around the roof.
The protective standing plate is stored in a stacked state using the upper space of the stair railing surrounding the roof opening for the staircase, and the plurality of protective top plates are laid side by side at a position near the roof rail Store in.
The guard stand is attached to a handrail with another fastening member for forming a gap (protective stand plate insertion space) with the handrail, and is inserted into the gap between the handrail and the fastening tool from above. In this way, attach it to the handrail around the roof.
The protective top plate has an insertion leg that is tilted when stowed, and when installed, raise the insertion leg and insert it into the insertion hole provided on the upper end surface of the protective stand plate. And attach it to the top edge of the protective stand.

特開2013−127193JP2013-127193A

特許文献1は、屋上階周囲の手摺に取り付けて壁となる防護立板、及び前記防護立板に取り付けて屋根となる防護天板を用いる仮設ハウス構造であり、直射日光や雨だけでなく風も防ぐことができるが、屋上階全体を仮設ハウスとするものであり、大量の部材を必要とする。また、手摺に取り付けた防護立板に両端部を取り付けた防護天板で広い屋上階全体を覆うためには、構造的に困難と思われ、例えば屋上階中央部に柱を設置する必要が生じる可能性がある。また、手摺の全体に止着具を取り付けておく必要があるので、手摺の構造自体が煩雑なものとなる。
また、津波や洪水などの災害がない平常時には、防護立板や防護天板を使用しないので、それらの大量の部材を保管しなければならず保管場所の確保が困難である。
また、屋上周囲の手摺に止着具を介して防護立板を取り付け、それらの防護立板に防護天板を取り付けて屋根とする作業は、各部材の重量もある筈なのでかなり困難な作業であり、また部材点数も多いので、いざ設置する際にかなり時間が掛かると思われ、津波避難者だけで構築することは容易ではない。
また、大量の防護立板や防護天板を必要とするのでコストも高いものとなる。
Patent Document 1 is a temporary house structure that uses a protective standing plate that is attached to a handrail around the rooftop floor and serves as a wall, and a protective top plate that is attached to the protective standing plate and serves as a roof. In addition to direct sunlight and rain, However, the entire rooftop floor is a temporary house and requires a large amount of members. In addition, it seems structurally difficult to cover the entire large rooftop floor with a protective top plate with both ends attached to a protective standing plate attached to a handrail. For example, it is necessary to install a column in the center of the rooftop floor. there is a possibility. Moreover, since it is necessary to attach a fastening tool to the whole handrail, the structure of the handrail itself becomes complicated.
Further, since a protective stand plate and a protective top plate are not used in normal times when there is no disaster such as a tsunami or flood, it is difficult to secure a storage place because a large amount of those members must be stored.
In addition, it is quite difficult to attach a protective stand plate to the handrail around the roof and attach a protective top plate to the protective stand plate to make the roof. There is also a large number of parts, so it seems that it will take a considerable amount of time to install, and it is not easy to build with tsunami evacuees alone.
In addition, since a large amount of protective standing plates and protective top plates are required, the cost is high.

本発明は上記課題を解決するためになされたもので、少ない部材点数でかつ安価な部材で構成することができて、使用しない平常時の保管場所が狭く済みかつ簡単に収納でき、重量も軽く取り扱いが容易で、手作業で簡単かつ短時間で設置することができ、津波避難者だけでも設置することが可能な津波避難タワーの仮設屋根構造を提供するものである。   The present invention has been made to solve the above-described problems, and can be configured with a low number of members and inexpensive members, a storage space that is not used normally is small, can be easily stored, and is light in weight. It is intended to provide a temporary roof structure of a tsunami evacuation tower that is easy to handle, can be installed manually and in a short time, and can be installed only by tsunami refugees.

上記課題を解決する請求項1の発明は、津波発生時に津波避難タワーの屋上階に避難した避難者たちが、救助されるまでの間に直射日光や雨をしのぐことができるように、前記屋上階の周囲に常設された転落防止柵を利用して仮設で設置される津波避難タワーの仮設屋根構造であって、
前記仮設屋根構造は、前記屋上階の平面視における中央軸線L上における対向する転落防止柵の近傍にそれぞれ設けられる端部支柱と、前記端部支柱の頂部に上方から取り付けられかつ、前記中央軸線と直交する方向の左右の端辺の複数個所を索状体で前記転落防止柵に連結される撥水布とを備え、
前記端部支柱は、前記転落防止柵の柵高より高く、下部に重量もしくは張り出し脚で支柱本体を自立させる支持部を有するとともに、上部もしくは中部が支柱近傍の前記転落防止柵に索状体で連結され、仮設屋根構造を構成する全ての部材が前記屋上階の床に基礎固定せずに設置されることを特徴とする。
The invention of claim 1 that solves the above-mentioned problem is that the rooftop is designed so that evacuees who have evacuated to the rooftop floor of the tsunami evacuation tower can overcome direct sunlight and rain before being rescued. A temporary roof structure of a tsunami evacuation tower that is temporarily installed using fall prevention fences permanently installed around the floor,
The temporary roof structure is provided with an end column provided in the vicinity of an opposing fall-preventing fence on the central axis L in plan view of the rooftop floor, and is attached to the top of the end column from above, and the central axis A water repellent cloth connected to the fall-preventing fence with a cable-like body at a plurality of locations on the left and right edges in a direction perpendicular to
The end column is higher than the height of the fall-preventing fence, and has a support part that allows the pillar body to stand by weight or a protruding leg at the lower part, and the upper or middle part is a cord-like body on the fall-preventing fence near the post. All the members that are connected and constitute the temporary roof structure are installed without being fixed to the floor of the rooftop floor.

請求項2は請求項1の津波避難タワーの仮設屋根構造において、対向する前記端部支柱の中間に、下部を重量もしくは張り出し脚で支柱本体を自立させる支持部を有する間部支柱が設けられ、前記間部支柱の頂部に前記撥水布の中間部が上方から取り付けられることを特徴とする。   In the temporary roof structure of the tsunami evacuation tower according to claim 1, a middle column having a support part for supporting the column main body with a weight or a projecting leg at a lower portion is provided in the middle of the opposed end column. An intermediate portion of the water-repellent cloth is attached to the top portion of the intermediate strut from above.

請求項3は請求項2の津波避難タワーの仮設屋根構造において、前記間部支柱と両側の前記端部支柱とのそれぞれ中間位置における前記撥水布の端辺部が、前記転落防止柵の下部と前記索状体で連結されて、前記撥水布に前記端辺部に向かう排水谷部が形成されることを特徴とする。   Claim 3 is the temporary roof structure of the tsunami evacuation tower according to claim 2, wherein the end portions of the water-repellent cloth at the intermediate positions of the intermediate struts and the end struts on both sides are below the fall prevention fence. The drainage valley part which goes to the said edge part is formed in the said water-repellent cloth, and is connected by the said cord-like body, It is characterized by the above-mentioned.

請求項4は、請求項1〜3のいずれか1項の津波避難タワーの仮設屋根構造において、前記支持部は、底板の上面にパイプ状の前記支柱本体の下端部を外嵌挿入又は内嵌挿入可能な短尺パイプを立設固定した張り出し脚と、前記張り出し脚の前記短尺パイプ及び前記支柱本体の下端部のいずれをも内嵌挿入可能な内径の貫通孔を有する樹脂製中空体であってその内部に流動体又は砂状体を注入可能な開閉蓋付き孔を有する重し部材とからなることを特徴とする。   Claim 4 is the temporary roof structure of the tsunami evacuation tower according to any one of claims 1 to 3, wherein the support portion is configured such that a lower end portion of the pipe-like column main body is externally inserted or fitted into the upper surface of the bottom plate. A resin-made hollow body having a projecting leg in which an insertable short pipe is erected and a through-hole having an inner diameter into which both the short pipe of the projecting leg and the lower end of the column main body can be fitted and inserted. It is characterized by comprising a weight member having a hole with an opening / closing lid into which a fluid or sandy body can be injected.

請求項5は、請求項1〜4のいずれか1項の津波避難タワーの仮設屋根構造において、前記端部支柱は、支柱本体が下部パイプとこの下部パイプに下端部を差し込み可能でかつ差し込み長を規定する鍔部を外周面に持つ細径の上部パイプとからなり、前記上部パイプの頂部に撥水布に設けられた取付け孔に差し込み可能な細径棒部を有し、前記上部パイプの頂部より下方位置を転落防止柵と連結するための前記索状体を係止させることが可能な索状体係止部を有することを特徴とする。   Claim 5 is the temporary roof structure of the tsunami evacuation tower according to any one of claims 1 to 4, wherein the end column is configured such that a column main body can be inserted into a lower pipe and a lower end portion of the lower pipe, and the insertion length. A small-diameter upper pipe having an outer peripheral surface that defines a flange portion, and has a small-diameter rod portion that can be inserted into a mounting hole provided in a water-repellent cloth at the top of the upper pipe, It has a cable-shaped body latching | locking part which can lock the said cable-shaped body for connecting a position below a top part with a fall prevention fence, It is characterized by the above-mentioned.

請求項1の発明の仮設屋根構造を構成する部材は、屋上階の中央軸線L上の対向する転落防止柵の近傍に設ける2本の端部支柱と、両端部支柱の頂部に取り付けられる撥水布と、端部支柱を転落防止柵に連結するための索状体と、撥水布の左右の端辺を転落防止柵に連結するための索状体であり、必要とする部材点数が極めて少なく済む。また、それらの部材は安価である。
そして、2本の端部支柱や索状体は嵩張らないし、撥水布は折り畳むことができるので、使用しない平常時の保管場所が狭く済む。そして、それらの重量は軽いので、収納することに困難さはなく、簡単に収納できる。
The members constituting the temporary roof structure of the invention of claim 1 are two end struts provided in the vicinity of the opposing fall-preventing fence on the central axis L of the roof floor, and water repellent attached to the tops of both end struts. It is a cord-like body for connecting the cloth, the end column to the fall-preventing fence, and a cord-like body for connecting the left and right edges of the water repellent cloth to the fall-preventing fence, and the number of necessary members is extremely Less. Moreover, those members are inexpensive.
Since the two end struts and cords are not bulky and the water-repellent cloth can be folded, the storage space during normal use is narrow. And since those weight is light, there is no difficulty in storing and it can store easily.

2本の端部支柱は支持部により自立するので立てるのは容易であり、2本の端部支柱の頂部に撥水布を取り付け、端部支柱を索状体で転落防止柵に連結し、撥水布の左右の両端辺を索状体で転落防止柵に連結するという作業で、仮設屋根構造を設置することができるので、その設置作業は極めて簡単であり、かつ短時間で行うことができる。そして、このような設置作業であれば、津波避難者だけでも設置することが可能であり、人数も二人だけで設置可能であり、設置業者を呼ぶことのできない津波発生時の状況に対応可能なものとして、極めて有効である。
また、すべて手作業で仮設屋根構造を設置できるので、緊急時で工具等がない場合でも設置できる。
Since the two end struts are self-supporting by the support part, it is easy to stand up, and a water-repellent cloth is attached to the top of the two end struts, and the end struts are connected to the fall prevention fence with a cord-like body, The temporary roof structure can be installed by connecting the left and right ends of the water repellent cloth to the fall prevention fence with a cable-like body, so the installation work is extremely simple and can be done in a short time. it can. And if it is such installation work, it can be installed only by tsunami evacuees, it can be installed by only two people, and it can respond to the situation at the time of tsunami occurrence that can not call the installation contractor As such, it is extremely effective.
In addition, since the temporary roof structure can be installed by hand, it can be installed even in the event of an emergency without tools.

また、端部支柱は自立式でありかつ索状体で転落防止柵に連結して倒れ防止を図るものであり、屋根材である撥水布の端辺を索状体で転落防止柵に連結して屋根材の安定を図るものなので、屋根構造の設置のためにアンカー等を必要とせず、津波避難タワーの屋上階に設置する仮設屋根構造として極めて好適である。
屋根面の広さ(屋根領域)が屋上階の転落防止柵で囲まれたほぼ全体に近い広さであり、屋上階を津波避難場所として有効に利用できるとともに、屋根面の外側から作業できる足場を設けるスペースがなくても、屋根構造の設置作業を行うことができる。
In addition, the end struts are self-supporting and are connected to the fall prevention fence with a cable-like body to prevent falling, and the edge of the water repellent cloth, which is a roofing material, is connected to the fall prevention fence with a cable-like body In order to stabilize the roof material, an anchor or the like is not required for the installation of the roof structure, and it is extremely suitable as a temporary roof structure to be installed on the roof floor of the tsunami evacuation tower.
The area of the roof surface (roof area) is close to the entire area surrounded by the fall prevention fence on the rooftop floor, and the rooftop floor can be used effectively as a tsunami evacuation site and can be used from the outside of the rooftop Even if there is no space for installing the roof structure, the roof structure can be installed.

屋上階の中央軸線L上における対向する転落防止柵の間隔が広い場合には、請求項2のように間部支柱を設けることで対応できる。この場合でも、上述した請求項1の発明の効果は損なわれない。   In the case where the distance between the opposing fall prevention fences on the central axis L of the roof floor is wide, this can be dealt with by providing an intermediate column as in claim 2. Even in this case, the effect of the invention of claim 1 is not impaired.

前記間部支柱を設ける場合には、請求項3のようにして、撥水布における間部支柱と両側の端部支柱とのそれぞれ中間位置に排水谷部を設けることで、撥水布の上に雨水が溜ることを防止できる。これにより、雨水の重量で屋根面が崩れたり端部支柱や間部支柱が倒れたりする虞れはない。   In the case of providing the intermediate strut, the drainage trough is provided at each intermediate position between the intermediate strut and the end struts on both sides of the water repellent cloth, as in claim 3. Can prevent rainwater from collecting. Thereby, there is no possibility that the roof surface may collapse due to the weight of rainwater, or the end column and the intermediate column may fall down.

端部支柱又は間部支柱を自立させる支持部を、請求項4のような張り出し脚と重し部材で構成すると、簡単に構造で支柱を安定して自立させることができる。   If the support part for allowing the end column or the intermediate column to stand on its own is constituted by the overhanging leg and the weight member as in the fourth aspect, the column can be easily and stably provided with a structure.

請求項5の端部支柱によれば、人の背丈より十分高い端部支柱を工具を用いることなく簡単に組み立てることができ、また、端部支柱を索状体で転落防止柵に連結する作業が容易であり、また、撥水布の重量で端部支柱に横方向に作用する力を、索状体を介して堅固に受け止めることができる。   According to the end strut of claim 5, it is possible to easily assemble an end strut that is sufficiently higher than the height of a person without using a tool, and to connect the end strut to the fall prevention fence with a cord-like body. In addition, the force acting laterally on the end column with the weight of the water repellent cloth can be firmly received via the cord-like body.

本発明の一実施例の津波避難タワーの仮設屋根構造を津波避難タワーの屋上階に設置した状態を示す平面図であるIt is a top view which shows the state which installed the temporary roof structure of the tsunami evacuation tower of one Example of this invention in the roof floor of the tsunami evacuation tower. (イ)は図1の要部のA−A断面図、(ロ)は仮設屋根構造を設置していない状態で示した津波避難タワーの屋上階の正面図である。(A) is AA sectional drawing of the principal part of FIG. 1, (b) is a front view of the roof floor of the tsunami refuge tower shown in the state which has not installed the temporary roof structure. 図1の要部のB-B断面図である(但し転落防止柵の短辺部分は図示略)。It is BB sectional drawing of the principal part of FIG. 1 (however, the short side part of a fall prevention fence is abbreviate | omitting illustration). 上記仮設屋根構造に用いる端部支柱の正面図である。It is a front view of the edge part support | pillar used for the said temporary roof structure. (イ)は図4の端部支柱における下部パイプのみを示した図、(ロ)は(イ)の右側面図である。(A) is the figure which showed only the lower pipe in the edge part support | pillar of FIG. 4, (b) is a right view of (b). (イ)は図4の端部支柱における上部パイプのみを示した図、(ロ)は(イ)の右側面図である。(A) is the figure which showed only the upper pipe in the edge part support | pillar of FIG. 4, (b) is a right view of (a). 図4の端部支柱における支持部の分解斜視図である。It is a disassembled perspective view of the support part in the edge part support | pillar of FIG. 実施例の仮設屋根構造を設置する際の作業の概ね始めの時点を説明する図であり、撥水布幅方向に折り畳まれた状態の撥水布を津波避難タワーの屋上階に配置した平面図である。It is a figure explaining the rough beginning of the operation | work at the time of installing the temporary roof structure of an Example, and the top view which has arrange | positioned the water repellent cloth of the state folded in the water repellent cloth width direction on the roof floor of a tsunami refuge tower It is. (イ)は仮設屋根構造を設置する作業が図8の段階より進んで、端部支柱の頂部に撥水布の一方の端部を取り付ける状況を説明する図、(ロ)は図10(イ)の作業の後に、端部支柱を起し所定位置に立てた上でその上部をバックル付きベルトで手摺に連結した状態を説明する図である。8A is a diagram for explaining a situation where the work of installing the temporary roof structure proceeds from the stage of FIG. 8 and one end of the water-repellent cloth is attached to the top of the end column, and FIG. ) Is a diagram for explaining a state in which the end column is raised and set at a predetermined position and the upper portion is connected to the handrail by a belt with a buckle after the work of (). 図2の左側の端部支柱の近傍を拡大して示した拡大図である。It is the enlarged view which expanded and showed the vicinity of the edge part support | pillar of the left side of FIG. 端部支柱の上部を索状体で転落防止柵に連結する態様の他の実施例を示す図で、図10に相当する図である。It is a figure which shows the other Example of the aspect which connects the upper part of an edge part support | pillar to a fall prevention fence with a cord-like object, and is a figure equivalent to FIG. 撥水布を支持する支柱(端部支柱又は間部支柱)の配置態様についての他の例を説明する図である。It is a figure explaining the other example about the arrangement | positioning aspect of the support | pillar (end part support | pillar or intermediate part support | pillar) which supports a water repellent cloth.

以下、本発明の津波避難タワーの仮設屋根構造を実施するための形態について、図面を参照して説明する。   Hereinafter, the form for implementing the temporary roof structure of the tsunami evacuation tower of this invention is demonstrated with reference to drawings.

図1は本発明の一実施例の仮設屋根構造1を津波避難タワーの屋上階2に設置した状態を示す平面図、図2(イ)は図1のA−A断面図、図2(ロ)は仮設屋根構造1を設置していない状態で示した津波避難タワーの屋上階の正面図、図3は図1のB-B断面図である。
図1〜図3において、津波避難タワー自体の構造の説明は省略するが、例えば角形鋼管からなる角形鋼管柱と例えばH形鋼からなる梁とで、複数階のタワー骨組構造を構成し、地上から屋上階2に上がる階段を設けている。階段の図示は省略したが、この実施例では骨組構造の外側面に設けられている。また、屋上階2には照明柱を設置しているが、図示は省略した。
この仮設屋根構造1は、津波発生時に津波避難タワーの屋上階2に避難した避難者たちが、救助されるまでの間直射日光や雨をしのぐことができるように、前記屋上階2の周囲に常設された転落防止柵を利用して仮設で設置される仮設屋根構造である。
FIG. 1 is a plan view showing a state in which a temporary roof structure 1 according to an embodiment of the present invention is installed on a roof floor 2 of a tsunami evacuation tower. FIG. 2 (a) is a cross-sectional view taken along line AA in FIG. ) Is a front view of the roof floor of the tsunami evacuation tower shown with no temporary roof structure 1 installed, and FIG. 3 is a cross-sectional view taken along the line BB of FIG.
In FIG. 1 to FIG. 3, the description of the structure of the tsunami evacuation tower itself is omitted, but a square steel pipe column made of, for example, a square steel pipe and a beam made of, for example, an H-shaped steel constitute a multi-story tower framework structure, There is a staircase that goes up to the rooftop floor 2. Although illustration of the staircase is omitted, in this embodiment, it is provided on the outer surface of the frame structure. Moreover, although the lighting pillar is installed in the rooftop floor 2, illustration was abbreviate | omitted.
This temporary roof structure 1 is placed around the rooftop floor 2 so that evacuees who have evacuated to the rooftop floor 2 of the tsunami evacuation tower during the tsunami can resist direct sunlight and rain until they are rescued. It is a temporary roof structure that is installed temporarily using a permanent fall prevention fence.

実施例の津波避難タワーの屋上階2は平面視長方形である。なお、以下では屋上階2なる語は屋上床という意味も含めて用いる。その長辺方向(図1で左右方向)に対向する転落防止柵3を符号3Aで示し、短辺方向に対向する転落防止柵3を符号3Bで示す。屋上階2の短辺方向の中央を通る中央軸線を符号Lで示す。
転落防止柵3は、津波避難タワーの骨組構造を構成する角形鋼管柱9の屋上階部分を利用しており、角形鋼管柱9と角形鋼管柱9との間に複数本の支柱3aを立設し、隣接する支柱3aの上部間及び下部間を横桟3b、3cで連結し、上下の横桟3b、3c間を複数本の縦桟3dで連結した構造である。
The roof floor 2 of the tsunami evacuation tower of the embodiment is rectangular in plan view. In the following, the term rooftop floor 2 is used including the meaning of the rooftop floor. The fall prevention fence 3 facing the long side direction (left and right direction in FIG. 1) is denoted by reference numeral 3A, and the fall prevention fence 3 facing the short side direction is denoted by reference numeral 3B. A central axis passing through the center in the short side direction of the rooftop floor 2 is indicated by a symbol L.
The fall prevention fence 3 uses a roof floor portion of a square steel pipe column 9 constituting the framework structure of the tsunami evacuation tower, and a plurality of columns 3 a are erected between the square steel pipe column 9 and the square steel pipe column 9. The upper and lower portions of adjacent columns 3a are connected by horizontal bars 3b and 3c, and the upper and lower horizontal bars 3b and 3c are connected by a plurality of vertical bars 3d.

この屋根構造1は、屋上階2における中央軸線L上における対向する転落防止柵3Aの近傍にそれぞれ設けられて索状体7で転落防止柵3Aに連結される端部支柱4と、前記端部支柱4の頂部に上方から取り付けられ、かつ、前記中央軸線Lと直交する方向の左右(図3で左右、図1で上下)の端辺5aの複数個所を索状体6で短辺方向に対向する前記転落防止柵3Bに連結されて屋根面を形成する撥水布5とを備えている。撥水布5は、極力軽量なものを用いる。図示を省略した前述の照明柱が撥水布5と干渉する場合には、その箇所の撥水布5に切欠きを入れるとよい。
この実施例では、対向する前記端部支柱4の中間にも間部支柱8が設けられ、その頂部で前記撥水布5の中間部を支えている。この間部支柱8は後述するように前記端部支柱4と略同様な構造である。
前記端部支柱4及び間部支柱8は、図示の通り転落防止柵3の柵高より高い。
前記端部支柱4、間部支柱8、撥水布5はいずれも屋上階の床に基礎固定せずに設置される。すなわち、支柱や撥水布を固定するためのアンカー等を用いることはなく、屋根構造1を構成する全ての部材が前記屋上階の床に基礎固定せずに設置される。
前記撥水布5や端部支柱4や間部支柱8や索状体6、7を収納する収納ボックス20を置いている。
The roof structure 1 includes end struts 4 that are respectively provided in the vicinity of the opposite fall prevention fence 3A on the central axis L of the rooftop floor 2 and are connected to the fall prevention fence 3A by the ropes 7; A plurality of portions 5a on the left and right sides (left and right in FIG. 3 and up and down in FIG. 1) in the direction perpendicular to the central axis L are attached to the top of the support column 4 in the short side direction with the cord 6 And a water repellent cloth 5 connected to the opposing fall prevention fence 3B to form a roof surface. The water repellent cloth 5 is as light as possible. When the above-described illumination pillar (not shown) interferes with the water-repellent cloth 5, it is preferable to make a notch in the water-repellent cloth 5 at that location.
In this embodiment, an intermediate strut 8 is also provided in the middle of the opposed end struts 4 and supports the intermediate portion of the water repellent cloth 5 at the top. The intermediate column support 8 has substantially the same structure as the end support column 4 as described later.
The said end part support | pillar 4 and the intermediate | middle part support | pillar 8 are higher than the fence height of the fall prevention fence 3 as shown in the figure.
The end struts 4, the intermediate struts 8, and the water repellent cloth 5 are all installed without being fixed to the floor of the rooftop floor. That is, an anchor or the like for fixing the support column or the water repellent cloth is not used, and all members constituting the roof structure 1 are installed without being fixed to the floor of the rooftop floor.
A storage box 20 for storing the water repellent cloth 5, the end column 4, the intermediate column 8, and the cords 6 and 7 is placed.

屋根材である前記撥水布5は、撥水処理が施され極力軽量かつ柔軟なものを用いている。屋根材が軽量であるため屋根構造の設置が容易であり、これを支える支柱(端部支柱4、間部支柱8)の受ける荷重も小さく、支柱4、8も軽量なものを用いることができる。
また、屋根材である撥水布5が柔軟であると、極力小さく折り畳んで収納することができ、収納に必要なスペースを小さくでき、前記収納ボックス20として小さなものを用いることができる。
The water repellent cloth 5 that is a roofing material is made of a water repellent treatment and is as light and flexible as possible. Since the roof material is lightweight, it is easy to install the roof structure, the load received by the columns (end column 4 and intermediate column 8) that support the roof structure is small, and the columns 4 and 8 can be lightweight. .
Further, if the water repellent cloth 5 that is a roof material is flexible, it can be folded and stored as small as possible, the space required for storage can be reduced, and a small storage box 20 can be used.

前記端部支柱4及び間部支柱8の詳細構造を図4〜図7に示す。間部支柱8の構造は端部支柱4と異なる構造にしてもよいが、実施例では同じ構造のものを用いている。
以下では端部支柱4について説明すると、この端部支柱4は、支柱本体10が下部パイプ11とこの下部パイプ11に下端部のみを差し込み可能な細径の上部パイプ12とからなり、前記上部パイプ12の頂部に、撥水布5の端に設けられたグロメット(取付け孔)5bに差し込み可能な、図示例では直線状の細径棒部13を有している。前記上部パイプ12の下方部に差し込み深さのストッパとなる鍔12aを溶接固定して、上部パイプ12の下部パイプ11への挿入長(差し込み深さ)を規定している。
前記細径棒部13は、直線部の上端から折れ曲がって逆L字形なす形状のものでもよい。直線状の細径棒部13の場合は撥水布5のグロメットに差し込み易く、逆L字形の細径棒部13の場合は撥水布のグロメットから外れにくい。
また、下部パイプ11に設けた雌ねじ部11aに蝶ボルト15をねじ込んで、上部パイプ12の回り止めを図っている。
なお、上部パイプ12の下部パイプ11への挿入長を規定する他の手段としては、下部パイプ11及び上部パイプ12の両者に、両者を貫通する貫通孔を設け、下部パイプ11側の貫通孔の外面側にナットを溶接固定し、差し込みボルトを両者の貫通孔を貫通させ前記ナットに螺合させる構成としてもよい。
実施例の下部パイプ11及び上部パイプ12は鋼管であるが、アルミ管を用いることもできる。
Detailed structures of the end column 4 and the intermediate column 8 are shown in FIGS. Although the structure of the intermediate | middle part support | pillar 8 may be made into a structure different from the edge part support | pillar 4, the thing of the same structure is used in the Example.
The end column 4 will be described below. The end column 4 includes a lower pipe 11 and a small-diameter upper pipe 12 into which only the lower end can be inserted into the lower pipe 11. 12 has a linear thin rod portion 13 in the illustrated example that can be inserted into a grommet (attachment hole) 5b provided at the end of the water repellent cloth 5. An insertion length (insertion depth) of the upper pipe 12 into the lower pipe 11 is defined by welding and fixing a flange 12a serving as a stopper for the insertion depth to the lower portion of the upper pipe 12.
The small-diameter bar portion 13 may be bent from the upper end of the straight portion and have an inverted L shape. In the case of the straight thin rod portion 13, it is easy to insert into the grommet of the water repellent cloth 5, and in the case of the inverted L-shaped thin rod portion 13, it is difficult to come off from the grommet of the water repellent fabric.
Further, a butterfly bolt 15 is screwed into a female screw portion 11 a provided in the lower pipe 11 to prevent the upper pipe 12 from rotating.
As another means for defining the insertion length of the upper pipe 12 into the lower pipe 11, a through-hole penetrating both the lower pipe 11 and the upper pipe 12 is provided, and a through-hole on the lower pipe 11 side is provided. It is good also as a structure which welds and fixes a nut to an outer surface side, makes an insertion bolt penetrate both through-holes, and is screwed together to the said nut.
The lower pipe 11 and the upper pipe 12 of the embodiment are steel pipes, but aluminum pipes can also be used.

前記上部パイプ12の頂部より若干下方位置に、端部支柱4の上部と転落防止柵3とを連結する索状体7を通すリング(索状体係止部)14を溶接固定している。但し、後述するように、上部パイプ12の頂部の前記細径棒部13の部分と転落防止柵3とを索状体7で連結する場合には、前記リング14は設けなくてもよい。
なお、端部支柱4の上部と転落防止柵3とを連結する前記索状体7と、撥水布5の端辺5aを転落防止柵3に連結する前記索状体6とは、同種のものであっても別種のものであってもよく、例えばロープ状でもよいしベルト状でもよい。また、ベルト状の場合はバックル付きベルトが連結作業の作業性が良好で好適である。ロープやベルトの材質はいずれも合成樹脂製が好適である。
At a position slightly below the top of the upper pipe 12, a ring (cable body locking portion) 14 through which the cord 7 connecting the upper portion of the end column 4 and the fall prevention fence 3 is passed is fixed by welding. However, as will be described later, in the case where the portion of the small-diameter bar portion 13 at the top of the upper pipe 12 and the fall-preventing fence 3 are connected by the cord-like body 7, the ring 14 may not be provided.
The cord 7 connecting the upper portion of the end column 4 and the fall prevention fence 3 and the cord 6 connecting the end 5a of the water repellent cloth 5 to the fall prevention fence 3 are of the same kind. For example, it may be in the form of a rope or a belt. In the case of a belt shape, a belt with a buckle is preferable because the workability of the connecting work is good. Rope and belt are preferably made of synthetic resin.

端部支柱4の支柱本体10を自立させる支持部16は、図7にも分解斜視図で示すように、張り出し部となる底板17aの上面に、前記下部パイプ11の下端部を外嵌挿入可能な短尺パイプ17bを立設固定した張り出し脚17と、前記張り出し脚17の前記短尺パイプ17bを内嵌挿入可能な貫通孔18aを有する樹脂製中空体であってその内部に水などの流動体又は砂などの砂状体を注入可能なキャップ付き注入孔を有する重し部材18とからなる。キャップ付き注入孔の注入孔を18b、キャップを18cで示す。底板17aの裏面にゴム板を張り付けると、すべり止めに好適である。
なお、実施例では下部パイプ11の下端部を張り出し脚17の短尺パイプ17bに外嵌挿入(短尺パイプ17bの外面に被さるように挿入)する構造なので、重し部材18の前記貫通孔18aの内径は、下部パイプ11の下端部を内嵌挿入可能な内径であればよいが、下部パイプ11の下端部を張り出し脚17の短尺パイプ17bに内嵌挿入(短尺パイプ17bの内部に入るように挿入)する構造であれば、重し部材18の前記貫通孔18aの内径は、張り出し脚17の短尺パイプ17bを内嵌挿入可能な内径であればよい。
なお、実施例の支持部4は、張り出し脚17に重し部材18を載せた構造であるが、張り出し脚17又は重し部材18の一方だけでも端部支柱4を自立させることができれば、その一方のみを支柱本体10を自立させる支持部として用いてもよい。
As shown in the exploded perspective view of FIG. 7, the support portion 16 for self-supporting the column main body 10 of the end column 4 can be externally inserted into the upper surface of the bottom plate 17 a serving as an overhanging portion. A resin-made hollow body having a projecting leg 17 in which a short pipe 17b is fixed upright and a through-hole 18a into which the short pipe 17b of the projecting leg 17 can be fitted, or a fluid such as water or the like It consists of a weight member 18 having an injection hole with a cap capable of injecting a sand-like body such as sand. An injection hole of the injection hole with a cap is indicated by 18b and a cap is indicated by 18c. If a rubber plate is attached to the back surface of the bottom plate 17a, it is suitable for preventing slipping.
In the embodiment, since the lower end of the lower pipe 11 is externally inserted into the short pipe 17b of the overhanging leg 17 (inserted so as to cover the outer surface of the short pipe 17b), the inner diameter of the through hole 18a of the weight member 18 The inner diameter of the lower pipe 11 can be inserted into the lower pipe 11, but the lower end of the lower pipe 11 can be inserted into the short pipe 17b of the overhanging leg 17 (inserted into the short pipe 17b). ), The inner diameter of the through hole 18a of the weight member 18 may be an inner diameter that allows the short pipe 17b of the overhanging leg 17 to be fitted and inserted.
The support portion 4 of the embodiment has a structure in which a weight member 18 is placed on the overhanging leg 17. However, if only one of the overhanging leg 17 or the weighting member 18 can make the end column 4 independent, You may use only one as a support part which makes the support | pillar main body 10 self-support.

上述の屋根構造1を屋上階2に設置する作業について説明する。
(1)図8において、屋上階2の中央軸線L上における対向する転落防止柵3(3A)の近傍(立設位置)でそれぞれ、端部支柱4を図4の状態に組み立てておく。
端部支柱4を転落防止柵3に連結する索状体7を、予め、端部支柱4の上部のリング14に図9(イ)のように連結しておく。実施例では索状体7がバックルを持つバックル付きベルトの場合である。バックルをsで示す。端部支柱4は図4の組立て状態で、床に横倒しにしておいてもよい。
間部支柱8については、やはり図4の状態に組み立てておくが、撥水布5を広げる際に邪魔にならないよう、図8のように中央軸線Lから離れた位置に置いておく。
(2)折り畳まれた撥水布5を屋上階2の中央軸線L上の長辺方向(図8で左右方向)の概ね中央近傍に置き、長辺方向には折り畳まれているが短辺方向(図8で上下方向)には広げた状態(図8の状態)とする。
(3)次いで、撥水布5を矢印のように屋上階2の長辺方向両側の転落防止柵3に向けて広げる。
The operation | work which installs the above-mentioned roof structure 1 in the rooftop floor 2 is demonstrated.
(1) In FIG. 8, the end support | pillar 4 is each assembled in the state of FIG. 4 in the vicinity (standing position) of the fall prevention fence 3 (3A) which opposes on the center axis line L of the rooftop floor 2. FIG.
A cord-like body 7 that connects the end column 4 to the fall-preventing fence 3 is previously connected to the ring 14 at the top of the end column 4 as shown in FIG. In the embodiment, the cord 7 is a belt with a buckle having a buckle. The buckle is denoted by s. The end column 4 may be laid on the floor in the assembled state of FIG.
The intermediate strut 8 is also assembled in the state shown in FIG. 4, but is placed at a position away from the central axis L as shown in FIG. 8 so as not to disturb the water repellent cloth 5.
(2) The folded water-repellent cloth 5 is placed in the vicinity of the center of the long side direction (left and right direction in FIG. 8) on the central axis L of the rooftop floor 2 and is folded in the long side direction but short side direction It is assumed that it is expanded (in the vertical direction in FIG. 8) (the state in FIG. 8).
(3) Next, the water repellent cloth 5 is spread toward the fall prevention fences 3 on both sides in the long side direction of the rooftop floor 2 as indicated by arrows.

(4)実施例の端部支柱4の高さは約2.6mで人の背丈よりかなり高いので、端部支柱4を図9(イ)のように傾けた状態として、端部支柱4の頂部の細径棒部13に撥水布5の一方の端部のグロメット5bに通す。
(5)次いで、図9(ロ)のように、端部支柱4を起して所定位置に立て、予め端部支柱4のリング14に連結していた前記索状体(バックル付きベルト)7を転落防止柵3の図示例では上部横桟3bに連結する。図9(ロ)では撥水布5を略して示している。
なお、前記のように予め索状体7を端部支柱4のリング14に連結しておくのではなく、この段階で端部支柱4のリング14と転落防止柵3とを索状体7で連結してもよい。
(6)次いで、反対側の端部支柱4についても、同様にして端部支柱4を立て、索状体7で転落防止柵3に連結する。
(7)次いで、間部支柱8を中央軸線Lの中間位置に立て、撥水布5の中間位置にあるグロメットに差し込んで、撥水布5の中間部を支持する。
(4) Since the height of the end column 4 of the embodiment is about 2.6 m, which is considerably higher than the height of a person, the end column 4 is inclined as shown in FIG. The narrow rod portion 13 at the top is passed through the grommet 5b at one end of the water repellent cloth 5.
(5) Next, as shown in FIG. 9 (b), the end strut 4 is raised to stand at a predetermined position, and the cord-like body (belt with a buckle) 7 connected to the ring 14 of the end strut 4 in advance. Are connected to the upper horizontal rail 3b in the illustrated example of the fall prevention fence 3. In FIG. 9B, the water repellent cloth 5 is omitted.
As described above, the cord 7 is not connected to the ring 14 of the end column 4 in advance, but the ring 14 of the end column 4 and the fall prevention fence 3 are connected by the cord 7 at this stage. You may connect.
(6) Next, with respect to the end column 4 on the opposite side as well, the end column 4 is raised in the same manner and connected to the fall prevention fence 3 by the cord-like body 7.
(7) Next, the intermediate column support 8 is set at an intermediate position of the central axis L and inserted into a grommet at an intermediate position of the water repellent cloth 5 to support the intermediate portion of the water repellent cloth 5.

(8)次いで、撥水布5の左右の端辺5aの複数個所にあるグロメット部分を中央軸線Lと直交する方向の左右の転落防止柵3Bに連結する。
この場合、間部支柱8と両側の端部支柱4とのそれぞれ中間位置における撥水布5の端辺5aは、転落防止柵3Bの下部の横桟3cに連結し、その箇所以外の撥水布5の端辺5aは転落防止柵3Bの上部の横桟3bに連結して、間部支柱8と両側の端部支柱4とのそれぞれ中間位置における撥水布5に、端辺5aに向かう排水谷部5cが形成されるようにする。
(9)撥水布5の端辺5aを転落防止柵3に連結する索状体6として実施例では、図1に示す通り、樹脂製ロープ6A、及びバックル付きベルト6Bの両方を使用している。
排水谷部5cを形成する箇所で下部横桟3cに連結する索状体は樹脂製ロープ6Cを用いている。但し、いずれの箇所も樹脂製ロープ又はバックル付きベルトのいずれもを使用できる。
上述の作業により、撥水布5の中央軸線方向両端部と中間部がそれぞれ端部支柱4と間部支柱8で支持されるとともに、撥水布5の左右の端辺5aが転落防止柵3Bに索状体6で連結されて、図1、図2(イ)に示した屋根構造1が完成する。図2(イ)の左側の端部支柱4の近傍を図10に拡大して示す。
(8) Next, the grommet portions at a plurality of positions on the left and right end sides 5a of the water repellent cloth 5 are connected to the left and right fall prevention fences 3B in the direction orthogonal to the central axis L.
In this case, the edge 5a of the water-repellent cloth 5 at each intermediate position between the intermediate column 8 and the end columns 4 on both sides is connected to the horizontal beam 3c below the fall-preventing fence 3B. The edge 5a of the cloth 5 is connected to the horizontal rail 3b at the top of the fall prevention fence 3B, and is directed to the water-repellent cloth 5 at the intermediate position between the intermediate column 8 and the end columns 4 on both sides toward the edge 5a. A drainage trough 5c is formed.
(9) In the embodiment, as shown in FIG. 1, both the resin rope 6 </ b> A and the belt 6 </ b> B with a buckle are used as the cord-like body 6 that connects the edge 5 a of the water repellent cloth 5 to the fall-preventing fence 3. Yes.
A rope 6C made of resin is used as a cord-like body connected to the lower horizontal rail 3c at a location where the drainage valley portion 5c is formed. However, a resin rope or a belt with a buckle can be used at any location.
Through the above-described operation, both ends and the middle portion in the central axial direction of the water repellent cloth 5 are supported by the end support pillar 4 and the intermediate support pillar 8, respectively, and the left and right end sides 5a of the water repellent cloth 5 are prevented from falling. The roof structure 1 shown in FIGS. 1 and 2 (a) is completed. FIG. 10 is an enlarged view of the vicinity of the left end column 4 in FIG.

図11に端部支柱4を索状体で転落防止柵3に連結する手段の他の例を示す。
この実施例では、リング14を使用せず、ロープ7’の先端に輪7a’を作り、この輪7a’を端部支柱4の頂部の細径棒部13に引っ掛け、他端側を転落防止柵3の上部横桟3bに連結する(縛り付ける)。
FIG. 11 shows another example of means for connecting the end column 4 to the fall prevention fence 3 with a cord-like body.
In this embodiment, the ring 14 is not used, but a ring 7a ′ is formed at the tip of the rope 7 ′, and this ring 7a ′ is hooked on the small-diameter bar 13 at the top of the end column 4 to prevent the other end from falling. Connected to (attached to) the upper horizontal rail 3b of the fence 3.

上述の実施例では撥水布5を支持する支柱(端部支柱4、間部支柱8)が屋上階2の長辺と平行な3本であるが、図12(イ)〜(ヘ)に示すような種々の配置態様を採用することができる。
同図(イ)は支柱が屋上階2の長辺と平行な2本の場合、同図(ロ)は屋上階の対角線方向の2本の場合、同図(ハ)は屋上階の対角線方向の3本の場合、同図(ニ)は屋上階の四隅の4本の場合、同図(ホ)は屋上階の四隅の4本と中心部の1本との5本の場合、同図(ヘ)は屋上階の四辺の中央の4本と中心部の1本との5本の場合である。
In the above-described embodiment, the columns (end column 4 and space column 8) that support the water-repellent cloth 5 are three parallel to the long side of the rooftop floor 2, but in FIGS. Various arrangement modes as shown can be adopted.
The figure (A) shows the case where there are two pillars parallel to the long side of the rooftop floor 2, the figure (B) shows the case of two pieces in the diagonal direction on the rooftop floor, and the figure (C) shows the direction of the diagonal line on the rooftop floor. In the case of three, the same figure (D) is the case of four at the four corners of the rooftop floor, and the same figure (e) is the case of five at the four corners of the rooftop floor and one at the center. (F) is the case of five, four at the center of the four sides of the rooftop floor and one at the center.

実施例の端部支柱4は支持部16が支柱本体10と別体であるが、支持部を支柱本体を一体構造にしてもよい。   In the end column 4 of the embodiment, the support unit 16 is separate from the column main body 10, but the support column may be integrated with the column main body.

1 屋根構造(仮設屋根構造)
2 屋上階
3 転落防止柵
3A (屋上階の中央軸線L上の対向する)転落防止柵
3B (中央軸線Lと直交する方向の対向する)転落防止柵
3a (転落防止柵の)支柱
3b (上部の)横桟
3c (下部の)横桟
3d 縦桟
4 端部支柱
5 撥水布
5a 端辺
5b グロメット(取付け孔)
5c 排水谷部
6 (撥水布の端辺を転落防止柵に連結する)索状体
7 (端部支柱を転落防止柵に連結する)索状体
8 間部支柱
9 (津波避難タワーの骨組構造の)角形鋼管柱
10 支柱本体
11 下部パイプ
12 上部パイプ
13 細径棒部
14 リング(索状体係止部)
15 蝶ボルト
16 支持部
17 張り出し脚
17a 底板
17b 短尺パイプ
18 重し部材
18a 貫通孔
18b 注入孔
18c キャップ
20 収納ボックス
L (屋上階の短辺方向の中央を通る)中央軸線
1 Roof structure (temporary roof structure)
2 Rooftop 3 Fall prevention fence 3A (opposite on the central axis L of the rooftop) Fall prevention fence 3B (opposite in the direction orthogonal to the central axis L) Fall prevention fence 3a (of the fall prevention fence) Post 3b (Upper part) ) Horizontal beam 3c (Lower) Horizontal beam 3d Vertical beam 4 End column 5 Water repellent cloth 5a End side 5b Grommet (Mounting hole)
5c Drainage valley part 6 (connecting the edge of the water-repellent cloth to the fall prevention fence) Cable-like body 7 (connecting the end column to the fall-preventing fence) Cable-like body 8 Intermediary column 9 (Framework of the tsunami evacuation tower Square steel pipe column 10 of structure) Column main body 11 Lower pipe 12 Upper pipe 13 Small-diameter bar portion 14 Ring (cord-like body locking portion)
15 Butterfly bolt 16 Supporting part 17 Overhanging leg 17a Bottom plate 17b Short pipe 18 Weight member 18a Through hole 18b Injection hole 18c Cap 20 Storage box L Center axis (passing the center of the short side of the rooftop)

Claims (5)

津波発生時に津波避難タワーの屋上階に避難した避難者たちが、救助されるまでの間に直射日光や雨をしのぐことができるように、前記屋上階の周囲に常設された転落防止柵を利用して仮設で設置される津波避難タワーの仮設屋根構造であって、
前記仮設屋根構造は、前記屋上階の平面視における中央軸線L上における対向する転落防止柵の近傍にそれぞれ設けられる端部支柱と、前記端部支柱の頂部に上方から取り付けられかつ、前記中央軸線と直交する方向の左右の端辺の複数個所を索状体で前記転落防止柵に連結される撥水布とを備え、
前記端部支柱は、前記転落防止柵の柵高より高く、下部に重量もしくは張り出し脚で支柱本体を自立させる支持部を有するとともに、上部もしくは中部が支柱近傍の前記転落防止柵に索状体で連結され、仮設屋根構造を構成する全ての部材が前記屋上階の床に基礎固定せずに設置されることを特徴とする津波避難タワーの仮設屋根構造。
To prevent evacuees who have evacuated to the rooftop floor of the tsunami evacuation tower during a tsunami from being able to withstand direct sunlight and rain before being rescued, use a fall prevention fence permanently installed around the rooftop floor. The temporary roof structure of the tsunami evacuation tower installed in the temporary construction,
The temporary roof structure is provided with an end column provided in the vicinity of an opposing fall-preventing fence on the central axis L in plan view of the rooftop floor, and is attached to the top of the end column from above, and the central axis A water repellent cloth connected to the fall-preventing fence with a cable-like body at a plurality of locations on the left and right edges in a direction perpendicular to
The end column is higher than the height of the fall-preventing fence, and has a support part that allows the pillar body to stand by weight or a protruding leg at the lower part, and the upper or middle part is a cord-like body on the fall-preventing fence near the post. A temporary roof structure of a tsunami evacuation tower, characterized in that all members connected and constituting a temporary roof structure are installed without being fixed to the floor of the rooftop floor.
対向する前記端部支柱の中間に、下部を重量もしくは張り出し脚で支柱本体を自立させる支持部を有する間部支柱が設けられ、前記間部支柱の頂部に前記撥水布の中間部が上方から取り付けられることを特徴とする請求項1記載の津波避難タワーの仮設屋根構造。 In the middle of the opposite end struts, there is provided a middle strut having a support part for supporting the main body of the strut by weight or a protruding leg at the lower part, and the middle portion of the water repellent cloth is located on the top of the middle strut from above 2. The temporary roof structure of a tsunami evacuation tower according to claim 1, wherein the temporary roof structure is attached. 前記間部支柱と両側の前記端部支柱とのそれぞれ中間位置における前記撥水布の端辺部が、前記転落防止柵の下部と前記索状体で連結されて、前記撥水布に前記端辺部に向かう排水谷部が形成されることを特徴とする請求項2記載の津波避難タワーの仮設屋根構造。 End portions of the water-repellent cloth at intermediate positions between the intermediate struts and the end struts on both sides are connected to a lower portion of the fall-preventing fence and the cord-like body, and the ends are connected to the water-repellent cloth. 3. The temporary roof structure of a tsunami evacuation tower according to claim 2, wherein a drainage trough toward the side is formed. 前記支持部は、底板の上面にパイプ状の前記支柱本体の下端部を外嵌挿入又は内嵌挿入可能な短尺パイプを立設固定した張り出し脚と、前記張り出し脚の前記短尺パイプ及び前記支柱本体の下端部のいずれをも内嵌挿入可能な内径の貫通孔を有する樹脂製中空体であってその内部に流動体又は砂状体を注入可能な開閉蓋付き孔を有する重し部材とからなることを特徴とする請求項1〜3のいずれか1項に記載の津波避難タワーの仮設屋根構造。   The supporting part includes an overhanging leg in which a bottom pipe that can be externally inserted or inserted into the bottom end of the pipe-like column main body is fixed on an upper surface of a bottom plate, and the short pipe and the column main body of the overhanging leg. A hollow body made of a resin having a through-hole with an inner diameter that can be fitted and inserted into any of the lower ends of the body, and a weight member having a hole with an opening and closing lid into which a fluid or sand-like body can be injected. The temporary roof structure of the tsunami evacuation tower according to any one of claims 1 to 3. 前記端部支柱は、支柱本体が下部パイプとこの下部パイプに下端部を差し込み可能でかつ差し込み長を規定する鍔部を外周面に持つ細径の上部パイプとからなり、前記上部パイプの頂部に撥水布に設けられた取付け孔に差し込み可能な細径棒部を有し、前記上部パイプの頂部より下方位置を転落防止柵と連結するための前記索状体を係止させることが可能な索状体係止部を有することを特徴とする請求項1〜4のいずれか1項に記載の津波避難タワーの仮設屋根構造。   The end strut is composed of a lower pipe and a small-diameter upper pipe having a flange on the outer peripheral surface, the lower end of which can be inserted into the lower pipe and defining the insertion length, on the top of the upper pipe. It has a small-diameter bar portion that can be inserted into a mounting hole provided in a water-repellent cloth, and can lock the cord-like body for connecting a position below the top portion of the upper pipe to a fall-preventing fence. The temporary roof structure of the tsunami evacuation tower according to any one of claims 1 to 4, further comprising a cord-like body locking portion.
JP2015006843A 2015-01-16 2015-01-16 Temporary roof structure of tsunami evacuation tower Pending JP2016132888A (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3013187U (en) * 1994-12-28 1995-07-11 重工業株式会社 Folding tent
JP2001107604A (en) * 1999-10-08 2001-04-17 Ogawa Tent Co Ltd Tarpaulin and tarpaulin construction tape
US20090056781A1 (en) * 2007-08-28 2009-03-05 Stanley David J Shelter System
JP2012127178A (en) * 2011-04-21 2012-07-05 Fujiwara Sangyo Kk Protective house building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3013187U (en) * 1994-12-28 1995-07-11 重工業株式会社 Folding tent
JP2001107604A (en) * 1999-10-08 2001-04-17 Ogawa Tent Co Ltd Tarpaulin and tarpaulin construction tape
US20090056781A1 (en) * 2007-08-28 2009-03-05 Stanley David J Shelter System
JP2012127178A (en) * 2011-04-21 2012-07-05 Fujiwara Sangyo Kk Protective house building

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"雨の本栖湖でキャンプ", ライブをやぢ、うろうろ, JPN6018042311, 17 September 2007 (2007-09-17), JP *

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