JPH10169257A - Fire wall for gas station - Google Patents

Fire wall for gas station

Info

Publication number
JPH10169257A
JPH10169257A JP35350996A JP35350996A JPH10169257A JP H10169257 A JPH10169257 A JP H10169257A JP 35350996 A JP35350996 A JP 35350996A JP 35350996 A JP35350996 A JP 35350996A JP H10169257 A JPH10169257 A JP H10169257A
Authority
JP
Japan
Prior art keywords
fire
gas station
adjacent
concrete
glass fiber
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
JP35350996A
Other languages
Japanese (ja)
Other versions
JP2965522B2 (en
Inventor
Kinzou Kawamoto
勤僧 河本
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.)
KAWAMOTO KENCHIKU JIMUSHO KK
Original Assignee
KAWAMOTO KENCHIKU JIMUSHO KK
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 KAWAMOTO KENCHIKU JIMUSHO KK filed Critical KAWAMOTO KENCHIKU JIMUSHO KK
Priority to JP35350996A priority Critical patent/JP2965522B2/en
Publication of JPH10169257A publication Critical patent/JPH10169257A/en
Application granted granted Critical
Publication of JP2965522B2 publication Critical patent/JP2965522B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To facilitate the work of executing construction by erecting fire preventive plates, formed of glass fiber reinforced cement, along the boundary of a block, and connecting and supporting the adjacent fire preventive plates in a horizontal direction. SOLUTION: A recess is formed on the ground, and rubbles are spread at the bottom of the recess. A concrete foundation 52 is provided on the rubbles. A concrete floor 53 is laid on the ground, and a concrete sill 3 is erected on the floor 53 along a boundary. Force skeleton columns 2 are then erected on the sill 53 with suitable spaces in a horizontal direction. Grooves 1b of flanges 1a of adjacent fire preventive plates 1 formed of glass fiber reinforced cement are fitted to the outer periphery of the force skeleton column 2 from both sides. Plural stages of bolts and nuts are horizontally inserted through the relative flange parts 1a and the force skeleton column 2 so as to connect the adjacent fire preventive plates 1 in the horizontal direction. The foundation can thereby be made small compared to fire preventive plates made of concrete, so that work execution is facilitated.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、給油所で発生した
火災の隣接地建物等への延焼を防止するために、給油所
区画と隣接地との境界に立設された給油所の防火塀に関
する。詳細には、石油類貯蔵用地下タンク、給油装置、
事務所建物、点検・修理設備等が設けられた給油所区画
と隣接地との境界に張り巡らせられた給油所の防火塀に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fire fence for a gas station installed upright at a boundary between a gas station section and an adjacent area, in order to prevent a fire generated at the gas station from spreading to buildings and the like adjacent to the gas station. About. In detail, underground tanks for oil storage, refueling equipment,
The present invention relates to a fire wall of a gas station that is stretched over a boundary between an office building, a gas station section provided with inspection / repair facilities, and an adjacent land.

【0002】[0002]

【従来の技術】給油所は、図1に示すように、石油類貯
蔵用地下タンク10、給油装置20、事務所建物30、
その他点検・修理設備等が設けられており、洩れた石油
類に引火し、火災が発生した場合、給油所隣接地の建物
等への延焼を防止するために、隣接地との境界に防火塀
40の立設が義務付けられている。
2. Description of the Related Art As shown in FIG. 1, a fueling station has an underground tank 10 for storing petroleum, a fueling device 20, an office building 30,
In addition, inspection and repair facilities are provided.If a leaked oil ignites and a fire occurs, a fire protection fence is installed at the boundary with the adjacent land to prevent the spread of fire to buildings, etc. adjacent to the gas station. 40 are required to be established.

【0003】従来の防火塀40として次のように構成さ
れたものが知られている。すなわち、防火塀40の立設
に当たっては、図7及び図8に示すように、先ず地下
に、隣接地との境界に沿って割栗石51が敷かれ、その
割栗石51の上に断面L字状のコンクリート基礎52
(高さ約900ミリ)が埋設される。次に地上に、その
コンクリート基礎52の上に直方体状(長さ400ミ
リ、幅75ミリ、高さ200ミリ)のコンクリートブロ
ック41が鉛直平板状に積み上げられる(高さ2メート
ル)。符号53は、コンクリート製の床である。なお、
図8に示すように、例えば水平方向約3.2メートル間
隔に鉄筋コンクリート製支柱42が立設されている。
[0003] As a conventional fire protection fence 40, one having the following configuration is known. That is, when the fire protection fence 40 is erected, as shown in FIG. 7 and FIG. Concrete foundation 52
(About 900 mm in height) is buried. Next, a rectangular parallelepiped (400 mm in length, 75 mm in width, 200 mm in height) concrete block 41 is stacked on the concrete foundation 52 in a vertical flat plate shape (2 m in height). Reference numeral 53 is a concrete floor. In addition,
As shown in FIG. 8, for example, reinforced concrete columns 42 are erected at intervals of about 3.2 meters in the horizontal direction.

【0004】別の防火塀の従来例として、図9に示すよ
うに、土台3の上に適当な間隔に立設された複数本の力
骨柱61と力骨柱61,61間に横架された胴縁62と
の両側に鉄板63,63が張られ、さらに鉄板63,6
3間への水漏れ防止のため、力骨柱61と鉄板63,6
3の上縁とを被う笠木プレート64が力骨柱61の上端
面上に横架されたものが知られている。
[0004] As another conventional example of a fire protection fence, as shown in FIG. 9, a plurality of power bone columns 61 erected at appropriate intervals on a base 3, and a horizontal bridge between the power bone columns 61, 61. Iron plates 63, 63 are stretched on both sides of the formed body edge 62,
In order to prevent water leakage between the three, the power column 61 and the iron plates 63, 6
3 is known in which a cap plate 64 covering the upper edge of the skeleton 3 is laid on the upper end surface of the trabecular column 61.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記従
来のコンクリートブロック41が積み上げられた防火塀
は、コンリートブロック41の積み上げならびに目地の
硬化に多大な時間が必要であるため、工期が長くなると
いう問題がある。またコンリートブロック41の自重が
大であるため、それに比例して、それを支えるコンクリ
ート基礎52が大きくなり、コスト高となるいう欠点が
ある。
However, the fire protection fence in which the above-mentioned conventional concrete blocks 41 are piled up requires a lot of time for stacking the concrete blocks 41 and hardening the joints. There is. Further, since the concrete block 41 has a large weight, the concrete foundation 52 supporting the concrete block 41 becomes large in proportion to the weight of the concrete block 41, resulting in an increase in cost.

【0006】一方、鉄板63,63が張られた防火塀
は、鉄板63の熱伝導度が高く、火焔の発する熱が塀の
外面に伝わり易く、また高温に熱せられ、赤熱状態にな
ると軟化変形し、倒壊し易く、耐火性に欠けるという欠
点がある。
On the other hand, in the fire protection fence on which the iron plates 63, 63 are stretched, the heat conductivity of the iron plate 63 is high, and the heat generated by the flame is easily transmitted to the outer surface of the fence. However, they have the disadvantage that they are easily collapsed and lack fire resistance.

【0007】そこで本発明の目的は、施工作業を容易に
してコストの低下を図る給油所の防火塀を提供すること
にある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a fire protection fence for a gas station which facilitates construction work and reduces costs.

【0008】[0008]

【課題を解決するための手段】上記の目的を達するため
に、請求項1に記載の給油所の防火塀は、区画の境界に
沿って立設された防火板(1)がガラス繊維強化セメン
トよりなり、かつ隣合う防火板(1,1)が、水平方向
に連結、支持されたものである。ここでガラス繊維強化
セメントとはGRC(Glass Fiber Reinforced Cemen
t)のことを示す。
In order to achieve the above object, a fire protection fence of a gas station according to claim 1 is provided in which a fire protection plate (1) erected along a boundary of a section is made of glass fiber reinforced cement. The adjacent fire prevention plates (1, 1) are connected and supported in the horizontal direction. Here, the glass fiber reinforced cement is GRC (Glass Fiber Reinforced Cemen).
t).

【0009】また請求項2に記載の給油所の防火塀は、
区画の境界に沿って立設された防火板(1)がガラス繊
維強化セメントよりなり、かつ隣合う防火板(1,1)
が、その鉛直端面間に挾持された力骨柱(2)を介し
て、水平方向に連結、支持されたものである。
The fire protection fence of the gas station according to claim 2 is
A fire panel (1) erected along the boundary of a section is made of glass fiber reinforced cement and is adjacent to a fire panel (1,1)
Are horizontally connected and supported via a force column (2) sandwiched between their vertical end faces.

【0010】更に請求項3に記載の給油所の防火塀は、
上記請求項2の発明の構成に加えて、防火板(1)の両
鉛直端にそれぞれ一体に結合されたフランジ部(1a,
1a)に鉛直の溝(1b,1b)が形成されており、力
骨柱(2)が相対する溝(1b,1b)に嵌合され、防
火板(1,1)に包まれるよう挾持された状態で、隣合
う防火板(1,1)が、相対するフランジ部(1a,1
a)及び力骨柱(2)に水平に挿通されたボルトナット
(H)を介して、水平方向に連結されるよう構成された
ものである。
[0010] Further, the fire protection fence of the gas station according to claim 3 is:
In addition to the configuration of the second aspect of the present invention, in addition to the flange portions (1a, 1a,
A vertical groove (1b, 1b) is formed in 1a), and the power column (2) is fitted into the opposing groove (1b, 1b), and is clamped so as to be wrapped in the fire prevention plate (1,1). In this state, the adjacent fire prevention plates (1, 1) are opposed to the opposite flange portions (1a, 1).
a) and a bolt-nut (H) inserted horizontally through the power column (2).

【0011】また請求項4に記載の給油所の防火塀は、
上記請求項3の発明の構成に加えて、力骨柱(2)が、
区画に沿って立設されたコンクリート製の土台(3)の
上に、下端に一体に結合されたフランジ(2a)に挿通
された基礎ボルト(V)を介して固定されたものであ
る。なお、上記の課題を解決するための手段に記載され
た括弧内の記号は図面及び後述する発明の実施の形態に
記載された記号に対応するものである。
[0011] The fire protection fence of the gas station according to claim 4 is
In addition to the configuration of the third aspect of the present invention, the power column (2)
It is fixed on a concrete base (3) erected along the section via a base bolt (V) inserted into a flange (2a) integrally connected to a lower end. The symbols in parentheses described in the means for solving the above-described problems correspond to the symbols described in the drawings and the embodiments of the invention described later.

【0012】請求項1に記載の発明によれば、防火板は
薄くても強度が高く、熱伝導度が低く、耐火性に優れた
ガラス繊維強化セメントよりなるため、次の効果を発揮
する。先ず、従来例のコンクリートブロック製のものに
比べて軽量であるため、基礎が小さくなり、工期の短縮
化が図れ、コストが低減される。さらに鉄板のものと比
べて熱遮蔽性が高く、耐火性に優れているため、火焔の
発する熱が塀の外面に伝わり難く、また高温に熱せられ
ても、変形又は倒壊し難い。
According to the first aspect of the present invention, since the fire prevention plate is made of glass fiber reinforced cement having high strength, low thermal conductivity and excellent fire resistance even if it is thin, the following effects are exhibited. First, since the weight is lighter than that of the conventional concrete block, the foundation is small, the construction period is shortened, and the cost is reduced. Further, since the heat shielding property is higher and the fire resistance is higher than that of the iron plate, the heat generated by the flame is hardly transmitted to the outer surface of the fence, and even when heated to a high temperature, it is difficult to deform or collapse.

【0013】また請求項2に記載の発明によれば、請求
項1の発明の作用効果に加えて、力骨柱を介して連結さ
れるため隣合う防火板は強固に連結支持される。
According to the second aspect of the present invention, in addition to the effects of the first aspect of the present invention, the adjacent fire prevention plates are firmly connected and supported because they are connected via the trabecular column.

【0014】更に請求項3に記載の発明によれば、請求
項2の発明の作用効果に加えて、隣合う防火板を強固に
連結、支持する力骨柱が防火板によって包まれているた
め、力骨柱が防火板に熱遮蔽され、外面が高温に熱せら
れても、変形又は倒壊することはない。
According to the third aspect of the present invention, in addition to the functions and effects of the second aspect of the present invention, the power pillar for firmly connecting and supporting the adjacent fire prevention plates is wrapped by the fire prevention plates. Even if the ossicles are heat shielded by the fireproof plate and the outer surface is heated to a high temperature, they do not deform or collapse.

【0015】また請求項4に記載の発明によれば、請求
項3の発明の作用効果に加えて、その力骨柱の下端は地
面(床面)に接していないため、地面(床面)に若干の
浸水があっても、力骨柱が浸水することは殆どない。従
って錆難く、寿命が長い。
According to the fourth aspect of the present invention, in addition to the functions and effects of the third aspect of the present invention, the lower end of the power column is not in contact with the ground (floor surface). Even if there is a slight inundation, the trabecular bone is hardly flooded. Therefore, it is hard to rust and has a long life.

【0016】[0016]

【発明の実施の形態】本発明の実施の形態例について図
面を参照して説明する。なお従来例と同一の部分には同
一符号を付してその説明を省略する。それぞれ図2は本
発明の実施の形態に係わる、給油所の防火塀を示す一部
破断斜視図、図3は図2のX−X線拡大断面図、図4は
図2のY−Y線拡大断面図、図5は図2のZ−Z線拡大
断面図である。
Embodiments of the present invention will be described with reference to the drawings. The same parts as those in the conventional example are denoted by the same reference numerals, and description thereof will be omitted. 2 is a partially cutaway perspective view showing a fire wall of a gas station according to the embodiment of the present invention, FIG. 3 is an enlarged sectional view taken along line XX of FIG. 2, and FIG. 4 is a line YY of FIG. FIG. 5 is an enlarged sectional view taken along the line ZZ of FIG.

【0017】本発明の給油所の防火塀の実施の形態例の
基本的構成について説明すると、区画の境界に沿って、
立設された、ガラス繊維強化セメントよりなる隣合う防
火板1,1が、その鉛直端面間に挾持された力骨柱2を
介して、水平方向に連結されたものである。
The basic configuration of the embodiment of the fire protection fence of the gas station according to the present invention will be described.
Adjacent fire protection plates 1 and 1 made of glass fiber reinforced cement are connected in a horizontal direction through a power column 2 sandwiched between their vertical end surfaces.

【0018】さらに詳細に説明すると、先ず、防火板1
の両鉛直端にそれぞれ一体に結合されたフランジ部1
a,1aの少なくとも下部分には鉛直の溝1b,1bが
形成されいる。しかも、各溝1bの断面形状は断面長方
形の力骨柱2の半分を嵌合可能に長方形に形成されてい
る。従って、隣合う防火板1,1の相対するフランジ部
1a,1aが突き合わされた状態では、骨柱2は溝1
b,1bに嵌合され、防火板1,1によって包まれる。
More specifically, first, the fire prevention plate 1
Flange portions 1 integrally connected to both vertical ends of
Vertical grooves 1b, 1b are formed in at least the lower part of a, 1a. Moreover, the cross-sectional shape of each groove 1b is formed in a rectangular shape so that half of the power bone column 2 having a rectangular cross-section can be fitted. Therefore, in a state where the opposed flange portions 1a, 1a of the adjacent fire prevention plates 1, 1 abut against each other, the trabecula 2 is in the groove 1
b, 1b and wrapped by the fire protection plates 1, 1.

【0019】なお、防火板1としては、例えば厚さ、フ
ランジ部1aの高さはそれぞれ35ミリ、65ミリが後
述する防火基準を満足するうえで、適当であるが、必ず
しもこれに限定されるものではない。また、力骨柱2は
中実であっても、中空であってもどちらでもよい。さら
にその断面形状は長方形に限定されるものではなく、丸
でもよい。
The thickness of the fire prevention plate 1 and the height of the flange portion 1a are, for example, 35 mm and 65 mm, respectively, which are suitable for satisfying the fire prevention standards described later, but are not necessarily limited thereto. Not something. Further, the power column 2 may be solid or hollow. Further, the cross-sectional shape is not limited to a rectangle, but may be a circle.

【0020】次に隣合う防火板1,1は、その相対する
溝1b,1bに力骨柱2が嵌合された状態で、相対する
前記フランジ部1a,1a及び力骨柱2に水平にボルト
ナットHが挿通され、締結されることにより、連結され
る。この状態では力骨柱2は隣合う防火板1,1によっ
て包まれる。また、力骨柱2は、その下端に一体に長方
形のフランジ2aが結合されており、そのフランジ2a
に挿通された基礎ボルトVを介して土台3に固定され
る。
Next, the adjacent fire prevention plates 1, 1 are horizontally mounted on the opposed flanges 1 a, 1 a and the power column 2 while the power columns 2 are fitted in the grooves 1 b, 1 b facing each other. The bolts and nuts H are inserted and fastened for connection. In this state, the trabecular pillar 2 is wrapped by the adjacent fire prevention plates 1 and 1. The trabecular column 2 has a rectangular flange 2a integrally connected to the lower end thereof.
Is fixed to the base 3 via the foundation bolt V inserted through the base 3.

【0021】ここでガラス繊維強化セメントはGRC
(Glass Fiber Reinforced Cement)と略称され、19
70年代に英国で開発されたものであり、脆性材料であ
るセメントモルタルに2〜4センチに切断された2〜5
%のガラス繊維が混和され、補強されており、安価で、
しかも図6に示すように、石綿スレート等と異なり、あ
る荷重を超えると弾性域から塑性域に入り、外荷重(例
えば曲げ荷重)に対する変形量(たわみ)が大きくなる
が、破断し難く、極めて粘り強く、高強度・高靭性の軽
量薄肉の内外装材料として広く使用されている。
Here, the glass fiber reinforced cement is GRC.
(Glass Fiber Reinforced Cement), 19
Developed in the UK in the 70's, 2-5 cm cut into 2-4 cm in brittle cement mortar
% Glass fiber blended and reinforced, inexpensive,
Further, as shown in FIG. 6, unlike an asbestos slate or the like, when a certain load is exceeded, the elastic region enters a plastic region from an elastic region, and the amount of deformation (deflection) with respect to an external load (for example, bending load) increases. It is widely used as a lightweight and thin interior / exterior material with high tenacity, high strength and high toughness.

【0022】施工に当たっては、図2に示すように、先
ず、地面が浅く掘られ、形成された凹みの底に割栗石
(図示省略)が敷かれる。次いでその割栗石の上に厚さ
約150ミリのコンクリート基礎52が設けられ、地面
にコンクリート製の床53が張られる。さらにその床5
3上、境界に沿ってコンクリート製の土台3が立設され
る。
At the time of construction, as shown in FIG. 2, first, the ground is dug shallowly, and a split stone (not shown) is laid at the bottom of the formed recess. Next, a concrete foundation 52 having a thickness of about 150 mm is provided on the split stone, and a concrete floor 53 is provided on the ground. The floor 5
On 3, the concrete base 3 is erected along the boundary.

【0023】その後土台3の上に水平方向に適当な間隔
を開けて力骨柱2が立設、固定され、その力骨柱2の両
側から隣合う防火板1,1のフランジ1a,1aの溝1
b,1bが外嵌される。最後に相対する前記フランジ部
1a,1a及び力骨柱2に複数段のボルトナットHが水
平に挿通され、締結されると、隣合う防火板1,1が水
平方向に連結、支持される。
Thereafter, the power columns 2 are erected and fixed at appropriate intervals in the horizontal direction on the base 3, and the flanges 1 a, 1 a of the fireproof plates 1, 1 adjacent from both sides of the power columns 2 are fixed. Groove 1
b and 1b are externally fitted. Finally, when a plurality of bolt nuts H are horizontally inserted into the opposed flange portions 1a, 1a and the power column 2, and fastened, the adjacent fire prevention plates 1, 1 are connected and supported in the horizontal direction.

【0024】以上のように構成された給油所の防火塀
は、部材の大半が工場で大量生産可能なものであるの
で、安価である。しかも、防火板1は上記の通り薄くて
も強度が高く、熱伝導度が低く、耐火性に優れたガラス
繊維強化セメントよりなるため、従来例のコンクリート
ブロック製のものに比べて軽量である。よって、基礎を
小さくすることができるので工期の短縮化が図れ、コス
トが低減される。また鉄板のものと比べて熱遮蔽性が高
く、耐火性に優れているため、火焔に曝されても、火焔
の発する熱が塀の外面に伝わり難く、変形又は倒壊し難
いという利点を有する。
The fire protection fence of the gas station constructed as described above is inexpensive because most of the members can be mass-produced in factories. Moreover, since the fire prevention plate 1 is made of glass fiber reinforced cement having high strength, low thermal conductivity and excellent fire resistance even if it is thin as described above, it is lighter in weight than the conventional concrete block. Therefore, since the foundation can be reduced, the construction period can be shortened, and the cost can be reduced. In addition, since it has a higher heat shielding property and is superior in fire resistance as compared with an iron plate, even if it is exposed to a flame, it has an advantage that heat generated by the flame is hardly transmitted to the outer surface of the fence, and it is difficult to deform or collapse.

【0025】さらに隣合う防火板1,1を強固に連結、
支持する力骨柱2は、防火板1,1によって包まれてお
り、防火板1,1によって熱遮蔽されるため、外面が高
温に熱せられても、変形又は倒壊することはない。従っ
て、例えば防火板1の厚さ、フランジ部1aの高さをそ
れぞれ35ミリ、65ミリにしたものは、少なくとも防
火基準の1時間以上は防火壁として機能するという条件
を十分に満足している。また、防火板1は耐食性に優れ
ており、力骨柱2の下端は地面(床面)に接していない
ため、地面(床面)に若干の浸水があっても、力骨柱2
が浸水することは殆どない。従って錆難く、寿命が長
い。
Further, the adjacent fire plates 1, 1 are firmly connected,
The supporting trabecula 2 is wrapped by the fire prevention plates 1 and 1, and is shielded by the fire prevention plates 1 and 1, so that even if the outer surface is heated to a high temperature, it does not deform or collapse. Therefore, for example, those in which the thickness of the fire prevention plate 1 and the height of the flange portion 1a are 35 mm and 65 mm, respectively, sufficiently satisfy the condition that the fire prevention plate 1 functions as a fire wall for at least 1 hour or more. . Further, the fire prevention plate 1 is excellent in corrosion resistance, and the lower end of the trabecular pillar 2 does not contact the ground (floor surface).
Hardly floods. Therefore, it is hard to rust and has a long life.

【0026】[0026]

【発明の効果】以上のとおり請求項1に記載の発明によ
れば、防火板はガラス繊維強化セメントよりなるため、
従来例のコンクリートブロック製のものに比べて基礎を
小さくすることができる。よって、工期の短縮化が図
れ、コストが低減される。また鉄板のものと比べて熱遮
蔽性が高く、耐火性に優れているため、火焔の発する熱
が塀の外面に伝わり難く、また高温に熱せられても、変
形又は倒壊し難い。
As described above, according to the first aspect of the present invention, since the fire prevention plate is made of glass fiber reinforced cement,
The foundation can be made smaller than that of a conventional concrete block. Therefore, the construction period can be shortened, and the cost can be reduced. In addition, since the heat shielding property is higher than that of the iron plate and the fire resistance is excellent, the heat generated by the flame is hardly transmitted to the outer surface of the fence, and even when heated to a high temperature, it is difficult to deform or collapse.

【0027】また請求項2に記載の発明によれば、請求
項1の発明の作用効果に加えて、力骨柱を介して連結さ
れるため隣合う防火板は強固に連結支持される。更に請
求項3に記載の発明によれば、請求項2の発明の作用効
果に加えて、隣合う防火板を強固に連結、支持する力骨
柱が防火板によって包まれているため、力骨柱が防火板
に熱遮蔽され、外面が高温に熱せられても、変形又は倒
壊することはない。また請求項4に記載の発明によれ
ば、請求項3の発明の作用効果に加えて、地面(床面)
に若干の浸水があっても、力骨柱が浸水することは殆ど
ないので、錆難く、寿命が長い。
According to the second aspect of the present invention, in addition to the operation and effect of the first aspect of the present invention, the adjacent fire prevention plates are firmly connected and supported because they are connected via the power column. According to the third aspect of the present invention, in addition to the function and effect of the second aspect of the present invention, the power bone for firmly connecting and supporting the adjacent fire prevention plates is wrapped by the fire prevention plate. The pillars are heat shielded by the fire protection plate and will not deform or collapse even if the outer surface is heated to a high temperature. According to the fourth aspect of the invention, in addition to the functions and effects of the third aspect, the ground (floor surface)
Even if there is a slight inundation, the trabecular column hardly floods, so it is hard to rust and has a long life.

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

【図1】給油所を示す一部破断斜視図である。FIG. 1 is a partially broken perspective view showing a gas station.

【図2】本発明の実施の形態に係わる、給油所の防火塀
を示す一部破断斜視図である。
FIG. 2 is a partially cutaway perspective view showing a fire wall of a gas station according to the embodiment of the present invention.

【図3】図2のX−X線拡大断面図である。FIG. 3 is an enlarged sectional view taken along line XX of FIG. 2;

【図4】図2のY−Y線拡大断面図である。FIG. 4 is an enlarged sectional view taken along line YY of FIG. 2;

【図5】図2のZ−Z線拡大断面図である。FIG. 5 is an enlarged sectional view taken along the line ZZ of FIG. 2;

【図6】ガラス繊維強化セメントの曲げ特性を示すグラ
フである。
FIG. 6 is a graph showing bending properties of glass fiber reinforced cement.

【図7】従来例を示す断面図である。FIG. 7 is a sectional view showing a conventional example.

【図8】図7のB−B断面図である。FIG. 8 is a sectional view taken along the line BB of FIG. 7;

【図9】別の従来例を示す一部破断斜視図である。FIG. 9 is a partially cutaway perspective view showing another conventional example.

【符号の説明】[Explanation of symbols]

1 防火塀 1a フランジ部 1b 溝 2 力骨柱 2a フランジ 3 土台 10 地下タンク 20 給油装置 30 建物 40 防火塀 41 コンクリートブロック 42 鉄筋コンクリート製支柱 51 割栗石 52 コンクリート基礎 53 床 61 力骨柱 62 胴縁 63 鉄板 64 笠木プレート V 基礎ボルト H ボルトナット DESCRIPTION OF SYMBOLS 1 Fire-fence 1a Flange 1b Groove 2 Power column 2a Flange 3 Base 10 Underground tank 20 Refueling device 30 Building 40 Fire-fence 41 Concrete block 42 Reinforced concrete column 51 Split stone 52 Concrete foundation 53 Floor 61 Power column 62 Body edge 63 Iron plate 64 Kasagi plate V Foundation bolt H Bolt nut

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】区画の境界に沿って立設された防火板がガ
ラス繊維強化セメントよりなり、かつ隣合う防火板が、
水平方向に連結、支持されたことを特徴とする給油所の
防火塀。
Claims: 1. A fire panel erected along a boundary of a section is made of glass fiber reinforced cement, and adjacent fire panels are:
A fire fence at a gas station that is connected and supported horizontally.
【請求項2】区画の境界に沿って立設された防火板がガ
ラス繊維強化セメントよりなり、かつ隣合う防火板が、
その鉛直端面間に挾持された力骨柱を介して、水平方向
に連結、支持されたことを特徴とする給油所の防火塀。
2. A fire panel standing along a boundary of a section is made of glass fiber reinforced cement, and adjacent fire panels are:
A fire fence at a gas station, which is horizontally connected and supported via a power column sandwiched between its vertical end faces.
【請求項3】前記防火板の両鉛直端にそれぞれ一体に結
合されたフランジ部に鉛直の溝が形成されており、前記
力骨柱が相対する溝に嵌合され、防火板に包まれるよう
挾持された状態で、隣合う防火板が、相対するフランジ
部及び力骨柱に水平に挿通されたボルトナットを介し
て、水平方向に連結されるよう構成されたことを特徴と
する請求項2に記載の給油所の防火塀。
3. A vertical groove is formed in a flange portion integrally connected to each of the vertical ends of the fire prevention plate, and the power bone is fitted in the opposing groove and wrapped in the fire prevention plate. 3. The structure according to claim 2, wherein, in the clamped state, the adjacent fire prevention plates are connected in the horizontal direction via bolt nuts horizontally passed through the opposing flange portions and the power bone columns. The fire wall of the gas station described in.
【請求項4】前記力骨柱が、区画に沿って立設されたコ
ンクリート製の土台の上に、下端に一体に結合されたフ
ランジに挿通された基礎ボルトを介して固定されたこと
を特徴とする請求項3に記載の給油所の防火塀。
4. The power column is fixed on a concrete base erected along the section via a base bolt inserted into a flange integrally connected to a lower end. The fire protection fence of a gas station according to claim 3.
JP35350996A 1996-12-16 1996-12-16 Gas station fire fence Expired - Fee Related JP2965522B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35350996A JP2965522B2 (en) 1996-12-16 1996-12-16 Gas station fire fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35350996A JP2965522B2 (en) 1996-12-16 1996-12-16 Gas station fire fence

Publications (2)

Publication Number Publication Date
JPH10169257A true JPH10169257A (en) 1998-06-23
JP2965522B2 JP2965522B2 (en) 1999-10-18

Family

ID=18431330

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35350996A Expired - Fee Related JP2965522B2 (en) 1996-12-16 1996-12-16 Gas station fire fence

Country Status (1)

Country Link
JP (1) JP2965522B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105604261A (en) * 2016-02-25 2016-05-25 茹咪娜 Stable type glass guard bar
CN109723253A (en) * 2019-01-08 2019-05-07 浙江华云电力工程设计咨询有限公司 A kind of assembled substation firewall
CN112094096A (en) * 2020-08-11 2020-12-18 广州科源新材料有限公司 Light inorganic honeycomb core composite fireproof plate and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105604261A (en) * 2016-02-25 2016-05-25 茹咪娜 Stable type glass guard bar
CN105604261B (en) * 2016-02-25 2017-09-19 中交国通公路工程技术有限公司 Stable type glass guardrail
CN109723253A (en) * 2019-01-08 2019-05-07 浙江华云电力工程设计咨询有限公司 A kind of assembled substation firewall
CN109723253B (en) * 2019-01-08 2023-12-19 浙江华云电力工程设计咨询有限公司 Firewall for assembled transformer substation
CN112094096A (en) * 2020-08-11 2020-12-18 广州科源新材料有限公司 Light inorganic honeycomb core composite fireproof plate and preparation method thereof

Also Published As

Publication number Publication date
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