JPH0623518B2 - How to build a warehouse - Google Patents
How to build a warehouseInfo
- Publication number
- JPH0623518B2 JPH0623518B2 JP507285A JP507285A JPH0623518B2 JP H0623518 B2 JPH0623518 B2 JP H0623518B2 JP 507285 A JP507285 A JP 507285A JP 507285 A JP507285 A JP 507285A JP H0623518 B2 JPH0623518 B2 JP H0623518B2
- Authority
- JP
- Japan
- Prior art keywords
- warehouse
- tube
- continuous structure
- tunnel
- air
- 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 - Lifetime
Links
Description
【発明の詳細な説明】 <産業上の利用分野> 本発明は、例えば火薬庫や弾薬庫等の倉庫のような、剛
性を要する構造物の構築方法に関するものである。TECHNICAL FIELD The present invention relates to a method for constructing a structure that requires rigidity, such as a warehouse such as an explosives store and an ammunition store.
<従来の技術> 各種の倉庫のうち、とくに火薬庫や弾薬庫等は第4図に
示すように、周囲の安全対策上、トンネルT内にコンク
リート製の建造物Kを構築した地下式のものが多く採用
されている。<Prior art> Among various warehouses, in particular, explosives and ammunition storage, as shown in Fig. 4, is an underground type in which a concrete building K is built in the tunnel T for the safety measures of the surroundings. Has been adopted.
<本発明が解決しようとする問題点> 上記の地下式倉庫には次のような問題点が存在する。<Problems to be Solved by the Present Invention> The above-mentioned underground warehouse has the following problems.
(イ)トンネル内の建造物のコンクリート壁を浸透して
くる水分によって倉庫内の温度が上昇したり、コンクリ
ートの断熱特性がよくないため倉庫内の内面温度が低下
し結露が発生し、保管資材の保存状態に悪影響を与える
場合がある。(B) The moisture that permeates the concrete wall of the building in the tunnel raises the temperature in the warehouse, and the heat insulation property of the concrete is not good, so the internal temperature in the warehouse drops and dew condensation occurs. May adversely affect the storage state of.
(ロ)トンネル内にコンクリート製の建造物を構築する
ためには、トンネル上部に作業空間を必要とし、それだ
け建造物内の容積が限定されてしまう。(B) In order to construct a concrete structure in the tunnel, a work space is required above the tunnel, and the volume of the structure is limited accordingly.
(ハ)地下式倉庫に多く採用される火薬庫や弾薬庫等で
は、万が一に爆発等の事故があった際、建造物の飛散な
どが考えられ、被害が大きくなることが考えられる。(C) In an explosives storage or ammunition storage, which are often used in underground warehouses, in the unlikely event of an accident such as an explosion, the buildings may be scattered and the damage may increase.
<発明の目的> 本発明は、以上のような点に鑑み成されたもので、温度
や結露等による保管資材の保存状態への悪影響を防止
し、トンネル内空に無駄な空間を残さず、倉庫内の容積
が大きくとれ、更に火薬庫等に使用する場合は、事故等
の際にその被害を最少限に抑えることが可能な、倉庫等
の構築方法を提供することを目的とする。<Purpose of the invention> The present invention has been made in view of the above points, and prevents adverse effects on the storage state of storage materials due to temperature, dew condensation, etc., and does not leave a wasteful space in the tunnel. It is an object of the present invention to provide a method for constructing a warehouse or the like, which can have a large volume in the warehouse and can minimize the damage in the event of an accident or the like when used for an explosives warehouse or the like.
本発明はさらにトンネルに限らず、一般に外部でも建設
することのできる、倉庫等の構築方法を提供することを
目的とする。It is another object of the present invention to provide a method of constructing a warehouse or the like, which can be constructed not only in a tunnel but also generally outside.
<問題点を解決するための手段> 本発明は、倉庫等の剛性を要する構造物の構築する方法
において、複数の密封式のチューブ群を配列し、これら
のチューブ群の両側を不透水性のシートで被覆して構築
予定の倉庫等の外殻に形成した可撓性を有する連続構造
体を使用し、前記収縮状態の連続構造体内に硬化性流体
と空気とを混合しないようチューブにより仕切って注入
し、連続構造体を所定の形状に立ち上がらせ、構築する
ことを特徴とする、倉庫等の構築方法である。<Means for Solving Problems> The present invention relates to a method for constructing a structure requiring rigidity such as a warehouse, in which a plurality of hermetically sealed tube groups are arranged and both sides of the tube groups are impermeable. Use a flexible continuous structure covered with a sheet and formed on the outer shell of a warehouse to be constructed, and partition it with a tube so that the curable fluid and air do not mix in the contracted continuous structure. It is a method for constructing a warehouse or the like, which is characterized by injecting and raising a continuous structure into a predetermined shape for construction.
<実施例> 次に本発明の構築方法のうち、一例として地下式倉庫の
構築方法を図面に基づいて説明する。<Example> Next, of the construction methods of the present invention, a construction method of an underground warehouse will be described as an example based on the drawings.
(イ)全体の説明図 本発明の地下式倉庫は、図1に示すように、膜構造のチ
ューブ1を並列して二面の不透水性の壁シートSで接続
し、所定のトンネルT内に、トンネル断面に相似形の連
続構造体Aを設置したものである。(A) Illustration of the whole In the underground warehouse of the present invention, as shown in FIG. 1, the tubes 1 having a membrane structure are juxtaposed to each other and connected by two impermeable wall sheets S, and inside a predetermined tunnel T. The continuous structure A having a similar shape is installed in the tunnel cross section.
なお、図1は説明上、硬化性流体を注入せずに膨張させ
た状態を示している。Note that FIG. 1 shows a state in which the curable fluid is expanded without being injected for the sake of description.
(ロ)チューブ チューブ1は、両端を閉鎖した膜構造を呈する密封式の
筒体で、内部に空気及び硬化性流体を注入することで逆
U字形の柱として機能する部材である。(B) Tube The tube 1 is a hermetically sealed cylinder having a membrane structure with both ends closed, and is a member that functions as an inverted U-shaped column by injecting air and a curable fluid into the inside.
その全長は所定のトンネルTの側壁とアーチの全長にほ
ぼ等しいものを採用するとトンネル内の容積を有効に利
用することができる。If the total length thereof is substantially equal to the total length of the side wall and arch of the predetermined tunnel T, the volume in the tunnel can be effectively used.
そして端部に空気等の注入孔を開設しておく。Then, an injection hole for air or the like is opened at the end.
(ハ)壁シート 壁シートSは矩形を呈する不透水性のシートである。(C) Wall Sheet The wall sheet S is a water-impermeable sheet having a rectangular shape.
壁シートSは連続構造体Aの内周面に位置するシートを
内張シートS1として形成し、連続構造体Aの外周面に
位置するシートを外張シートS2として形成する。As for the wall sheet S, the sheet located on the inner peripheral surface of the continuous structure A is formed as the lining sheet S1, and the sheet located on the outer peripheral surface of the continuous structure A is formed as the outer covering sheet S2.
(ニ)連続構造体の形成 連続構造体Aの形成方法の一例を説明すると、例えば外
張シートS2の上に所定の間隔を隔ててチューブ1を相
互に平行になる状態で並べ、各チューブ1の周面の一部
を外張シートS2に接着剤を用いて固着し、さらに外張
シートS2と固着した各チューブ1の反対側に内張シー
トS1を被せ、各チューブ1の周面の一部を内張シート
S1に接着剤等を用いて固着すれば、可撓性を有する連
続構造体Aを形成できる。(D) Formation of continuous structure An example of the method for forming the continuous structure A will be described. For example, the tubes 1 are arranged on the outer sheet S2 at a predetermined interval in parallel with each other, and each tube 1 A part of the peripheral surface of the tube 1 is fixed to the outer sheet S2 using an adhesive, and the opposite side of each tube 1 fixed to the outer sheet S2 is covered with the inner sheet S1. If the portion is fixed to the lining sheet S1 with an adhesive or the like, the flexible continuous structure A can be formed.
以上のようにして形成する連続構造体Aは、実際にはそ
の全長にわたって一体に形成するのではなく、任意のチ
ューブ本数ごとに形成した連続体aを接続して、所定の
長さの連続構造体Aを形成する。The continuous structure A formed as described above is not actually integrally formed over its entire length, but the continuous structure a formed for every arbitrary number of tubes is connected to form a continuous structure of a predetermined length. Form body A.
各連続体aの接続は、例えば連続体aのチューブ1に平
行な端辺を接着用片a1として接着する方法や、気密性
のファスナーを使用する方法など、接続部分が気密性を
保持していれば任意の方法で良い。The connection of each continuum a is such that, for example, a method of adhering an end side parallel to the tube 1 of the continuum a as an adhering piece a1 or a method of using an airtight fastener, the connecting portion maintains airtightness. Any method will do.
次に、地下式倉庫等の構築方法について説明する。Next, a method of constructing an underground warehouse or the like will be described.
設置するトンネルの内径にはほぼ同じ長さのチューブ1
と壁シートSとによって所定の寸法の連続体aを所要
数、予め工場等で上記の方法によって作製する。A tube of approximately the same length as the inside diameter of the tunnel to be installed
The required number of continuous bodies a having a predetermined size are prepared in advance in a factory or the like by the above method by using the wall sheet S and
上記連続体aを所定のトンネル内に搬入し、各連続体a
の接続する。The above continuum a is loaded into a predetermined tunnel, and each continua a
To connect.
連続体aの搬入は、チューブ1内に空気及び硬化性流体
を注入する前に、小さく畳んで行うことができる。The continuous body a can be carried in by folding it in a small size before injecting the air and the curable fluid into the tube 1.
即ち、コンクリート構造物をトンネル内に建設する場合
のように多くの機材や資材を搬入するのに比較して遥か
に簡便である。That is, it is much easier than carrying in a lot of equipment and materials as in the case of constructing a concrete structure in a tunnel.
連続体aを接続して所定の連続構造体Aを形成したら、
連続構造体A内に充填材Jと空気とを、混合しないよう
チューブ1により仕切って注入する。After connecting the continuous body a to form a predetermined continuous structure A,
The filler J and air are injected into the continuous structure A by partitioning with the tube 1 so as not to mix.
これによって、トンネルの断面形状に相似形で、トンネ
ル内空にほぼいっぱいのかまぼこ型の連続構造体Aを形
成する。As a result, a semi-cylindrical continuous structure A, which is similar to the cross-sectional shape of the tunnel and is almost filled in the tunnel interior, is formed.
注入する充填材Jには、発泡ウレタン、発泡コンクリー
ト、軽量コンクリート等の硬化性流体を用いる。As the filling material J to be injected, a curable fluid such as urethane foam, concrete foam, or lightweight concrete is used.
要は、断熱性能が良好で補強部材として使用できる材料
であれば良い。In short, any material can be used as long as it has good heat insulation performance and can be used as a reinforcing member.
充填材Jの硬化により、連続構造体Aが強固に補強さ
れ、空気が漏出しても連続構造体Aの全体形状が変化す
ることがない。By hardening the filler J, the continuous structure A is strongly reinforced, and even if air leaks out, the entire shape of the continuous structure A does not change.
また、充填材Jと空気の注入方法は、図2に示めすよう
に、チューブ1内に交互あるいは任意の間隔で充填材J
と空気を注入し、チューブ1群と両シートS1、S2と
の間に形成される空間内には空気のみあるいは充填材J
のみを注入する場合。Further, as shown in FIG. 2, the method of injecting the filler J and the air is such that the filler J is alternately or at arbitrary intervals in the tube 1.
And air are injected into the space formed between the group of tubes 1 and both sheets S1 and S2, and only air or the filler J
If only inject.
また、図3に示すように、チューブ1内には全部空気を
注入し、チューブ1の周囲の空間には全部充填材Jを注
入する場合。In addition, as shown in FIG. 3, the case where all the air is injected into the tube 1 and the filler J is all injected into the space around the tube 1.
さらに、その反対に、チューブ1内には全部充填材Jを
注入し、チューブ1の周囲の空間には全部空気を注入す
る場合などが考えられる。Further, on the contrary, there may be a case where the filling material J is injected into the tube 1 and air is injected into the space around the tube 1.
<発明の効果> 本発明は以上のようになるので、次のような優れた効果
を得ることができる。<Effects of the Invention> Since the present invention is as described above, the following excellent effects can be obtained.
(イ)チューブ群と不透水性シートによりなる連続構造
体内に空気と硬化性流体を注入し、連続構造体を立ち上
げて構造物を建築する。(B) Air and a curable fluid are injected into a continuous structure consisting of a tube group and a water impermeable sheet to start up the continuous structure to build a structure.
そのため、施工が容易であるうえに、硬化した硬化性流
体により強固に構造体を保持することができる。Therefore, the construction is easy, and the structure can be firmly held by the hardened curable fluid.
従って、倉庫等の剛性を要する構造物に適用することが
可能となる。Therefore, it can be applied to a structure requiring rigidity such as a warehouse.
(ロ)連続構造体は内張、外張の二重の壁シートで覆わ
れているので、防水性に優れ倉庫内の湿度の上昇を防止
することができる。(B) Since the continuous structure is covered with a double-walled sheet that is lined inside and outside, it is excellent in waterproofness and can prevent an increase in humidity in the warehouse.
(ハ)チューブ内の空気や断熱性を有する充填材による
断熱効果により、内部の温度低下を抑制できるので結露
を防止することができる。(C) Due to the heat insulating effect of the air in the tube and the filler having a heat insulating property, it is possible to suppress the internal temperature decrease and thus prevent dew condensation.
(ニ)トンネル内の建造物は膜構造によるものでなの
で、施工のための搬入等が簡単迅速に行うことができ、
更に構築する構造物は所定のトンネル内空いっぱいのも
のとすることができ、倉庫の容積を大きくすることがで
きる。(D) Since the building in the tunnel is of a membrane structure, it can be carried in easily and quickly for construction,
Further, the structure to be constructed can be filled up in the air in a predetermined tunnel, and the volume of the warehouse can be increased.
(ホ)事故発生時にコンクリート構造物のように飛散す
るものがないので安全性が高い。(E) There is nothing like a concrete structure that scatters when an accident occurs, so safety is high.
第1図:本発明による地下式倉庫の説明図 第2〜3図:充填材及び空気の注入方法の説明図 第4図:従来の地下式倉庫の説明図 Fig. 1: Explanatory drawing of an underground warehouse according to the present invention Fig. 2-3: Explanatory drawing of a method of injecting filler and air Fig. 4: Explanatory drawing of a conventional underground warehouse
Claims (1)
法において、 複数の密封式のチューブ群を配列し、これらのチューブ
群の両側を不透水性のシートで被覆して構築予定の倉庫
等の外殻に形成した可撓性を有する連続構造体を使用
し、 前記収縮状態の連続構造体内に硬化性流体と空気とを混
合しないようチューブにより仕切って注入し、 連続構造体を所定の形状に立ち上がらせ、構築すること
を特徴とする、 倉庫等の構築方法。1. A method of constructing a structure requiring rigidity such as a warehouse, wherein a plurality of hermetically sealed tube groups are arranged, and both sides of these tube groups are covered with an impermeable sheet to be constructed. Using a flexible continuous structure formed in the outer shell of the above, etc., the curable fluid and air are partitioned and injected into the continuous structure in the contracted state so as not to mix, and A method of constructing a warehouse, etc., characterized by building up in shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP507285A JPH0623518B2 (en) | 1985-01-17 | 1985-01-17 | How to build a warehouse |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP507285A JPH0623518B2 (en) | 1985-01-17 | 1985-01-17 | How to build a warehouse |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61165467A JPS61165467A (en) | 1986-07-26 |
JPH0623518B2 true JPH0623518B2 (en) | 1994-03-30 |
Family
ID=11601182
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP507285A Expired - Lifetime JPH0623518B2 (en) | 1985-01-17 | 1985-01-17 | How to build a warehouse |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0623518B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009096621A (en) * | 2007-10-19 | 2009-05-07 | Ono Makiko | Storage warehouse |
JP2009096622A (en) * | 2007-10-19 | 2009-05-07 | Ono Makiko | Storage warehouse |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5316864B2 (en) * | 2009-02-10 | 2013-10-16 | 清水建設株式会社 | Blast pressure energy converter |
JP4892106B1 (en) * | 2011-03-23 | 2012-03-07 | 日本ゼニスパイプ株式会社 | Storage facility |
-
1985
- 1985-01-17 JP JP507285A patent/JPH0623518B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009096621A (en) * | 2007-10-19 | 2009-05-07 | Ono Makiko | Storage warehouse |
JP2009096622A (en) * | 2007-10-19 | 2009-05-07 | Ono Makiko | Storage warehouse |
Also Published As
Publication number | Publication date |
---|---|
JPS61165467A (en) | 1986-07-26 |
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