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JPH07216970A - Concrete member for assembling two-row or more structure - Google Patents

Concrete member for assembling two-row or more structure

Info

Publication number
JPH07216970A
JPH07216970A JP6029125A JP2912594A JPH07216970A JP H07216970 A JPH07216970 A JP H07216970A JP 6029125 A JP6029125 A JP 6029125A JP 2912594 A JP2912594 A JP 2912594A JP H07216970 A JPH07216970 A JP H07216970A
Authority
JP
Japan
Prior art keywords
row
road
group
member group
top plate
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.)
Pending
Application number
JP6029125A
Other languages
Japanese (ja)
Inventor
Takayuki Fukazawa
孝行 深澤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP6029125A priority Critical patent/JPH07216970A/en
Publication of JPH07216970A publication Critical patent/JPH07216970A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To efficiently construct a plurality of rows-type structure, by dividing it into common parts like culverts, arches, columns, inverts, etc., and forming them with concrete and appropriately combining them for unifying together. CONSTITUTION:When a plurality rows-type structure 10 like a road, a water way, a utility tunnel, etc., is constructed, it is divided into respective common parts like an arched culvert A provided with connection parts 4a, 4b at both sides, an arch C, an invert 11, etc., and formed with precast concrete. This division can be appropriately selected by taking the shape and structure of the construction into consideration. These divided parts are assembled at the construction site to complete a structure. In this way, the construction work can be efficiently carried out.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は二列乃至多列形の道
路,水路,共同溝および地下貯水槽を組立て形成するこ
とのできる二列乃至多列形構造物組立用のコンクリート
部材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete member for constructing a double-row or multi-row structure capable of assembling double-row or multi-row roads, waterways, common ditches and underground water tanks. is there.

【0002】[0002]

【従来の技術】この種のコンクリート部材としては実公
昭63−35092号公報と実公平2−34306号公
報がある。前者は複数個のほぼ倒T字状のブロックを前
後方向にかつ複数列に並設し、この各列の少なくとも数
個おきのブロックには側面に開口部を形成し、上記各列
のブロックの底部間には底板を設けるとともに、各列の
ブロック上部間に蓋板を配置したことを特徴とする遊水
池装置を記載し、後者は側面に開口部を有する複数個の
ボックスカルバートを前後方向にかつ複数列に並設し、
この各列のボックスカルバートの底部間に底板を設ける
とともに、各列のボックスカルバートの上部間に蓋板を
配置したことを特徴とする遊水池装置を記載している。
2. Description of the Related Art As concrete members of this kind, there are Japanese Utility Model Publication No. 63-35092 and Japanese Utility Model Publication No. 2-34306. In the former, a plurality of substantially inverted T-shaped blocks are arranged side by side in the front-rear direction and in a plurality of rows, and at least some blocks in each row are formed with an opening on the side surface. A bottom plate is provided between the bottom parts, and a cover plate is placed between the upper parts of the blocks in each row.The latter describes a water reservoir device, the latter of which has a plurality of box culverts having openings on the side surface in the front-back direction. And arranged side by side in multiple rows,
A bottom plate is provided between the bottoms of the box culverts in each row, and a lid plate is arranged between the tops of the box culverts in each row.

【0003】[0003]

【発明が解決しようとする課題】しかしながら上記公報
に記載されているボックスカルバートは側面壁に開口部
を有し、また倒T字状のブロックも数個置きの側面に開
口部を形成しているので、開口方向のほか開口部におい
ても水および大気が自由に流通するために考案の名称通
り遊水池しか組立てることができないという課題があ
る。
However, the box culvert described in the above publication has an opening in the side wall, and even a plurality of inverted T-shaped blocks have an opening in the side. Therefore, since water and the atmosphere freely flow in the opening as well as in the opening direction, there is a problem that only the reservoir can be assembled as the name of the device.

【0004】今日では自動車等の走行量が過大なため
に、二列乃至多列のトンネル形道路では各路別に大気を
隔断しまたは各路別において大気を制御することが火災
等による災難防止上からも望まれている。二列乃至多列
のトンネル形の水路,共同溝においても同様のことがい
える。上記公報はこれら二列乃至多列のトンネル形道
路,水路,共同溝の組立てに適さないという課題があ
る。
[0004] Since the traveling amount of automobiles and the like is excessively large today, in a two-row or multi-row tunnel road, it is necessary to separate the atmosphere for each road or control the air for each road in order to prevent a disaster such as a fire. Is also desired from. The same can be said for double-row or multi-row tunnel-shaped waterways and common ditches. The above publication has a problem that it is not suitable for assembling these two-row or multi-row tunnel type roads, waterways, and common grooves.

【0005】[0005]

【課題を解決するための手段】本発明は両側壁または一
側側壁の上部または中間の外側に角部または受台を形成
し、該両側壁間の一端にめくら蓋を設けまたは両端を開
口し、該両側壁または一側側壁に窓孔を設けまたは設け
ず、底版を有しまたは有せずして且つインバートを有,
無とする多種類のアーチ形カルバート群Aと上部の両側
に角部を有し中間に窓孔を設けまたは設けずしてなる柱
状部材群Bと、および円曲形または平板形とする頂版部
材群Cとをコンクリートを用いてプレキャスト形成し、
前記アーチ形カルバート群Aと柱状部材群Bおよび頂版
部材群Cの全部または一部の組合わせにて二列乃至多列
形の道路,水路,共同溝,地下貯水槽を組立て形成する
ようにして、かかる課題を解決しようとするものであ
る。
SUMMARY OF THE INVENTION According to the present invention, corners or pedestals are formed outside the upper portions or middle portions of both side walls or one side wall, and one end between the both side walls is provided with a blind cover or both ends are opened. , With or without a window hole in the side wall or one side wall, with or without a bottom plate, and with an invert,
Various types of arch-shaped culverts A to be eliminated, a group of columnar members B having corners on both sides of the upper portion and having or not having a window hole in the middle, and a top plate having a curved or flat plate shape Precast the member group C with concrete,
By combining all or part of the arched culvert group A, the columnar member group B, and the top plate member group C, two or more rows of roads, waterways, common ditches, and underground water tanks are assembled and formed. Therefore, the problem is to be solved.

【0006】[0006]

【作用】本発明は多種類のアーチ形カルバート群Aと柱
状部材群Bおよび頂版部材群Cの全部または一部を選択
して二列乃至多列形の道路,水路,共同溝および地下貯
水槽を組立て構築するのである。
According to the present invention, by selecting all or a part of various kinds of arch-shaped culvert group A, columnar member group B and top plate member group C, two or more rows of roads, waterways, common ditches and underground water storage can be selected. The tank is assembled and constructed.

【0007】側壁部分に窓孔を設けないアーチ形カルバ
ートや柱状部材を選択して二列乃至多列のトンネル形道
路を組立て構築するときは各路が独立して大気を路別に
おいて隔断することができ、または大気を路別において
制御可能とすることができる。水路,共同溝を組立て構
築する場合も各路別に確実に独立した水路または溝を形
成することができる。
When assembling and constructing a two-row or multi-row tunnel type road by selecting an arch-shaped culvert or a columnar member having no window hole in the side wall portion, each road should be independently isolated from the atmosphere. Or the atmosphere can be controllable by road. Even when assembling and constructing a waterway and a common groove, it is possible to surely form an independent waterway or groove for each path.

【0008】なお道路,共同溝,水路の構築に当っては
閉じることを可能にして一定の間隔を置いて並列路間に
作業員が出入りする窓孔(開口部)を設けることができ
る。この場合はアーチ形カルバート群Aや柱状部材群B
より側壁に窓孔を有すアーチ形カルバートや柱状部材を
選択して該部分に嵌付けるのである。
When constructing roads, common grooves, and water channels, they can be closed, and window holes (openings) through which workers enter and exit can be provided at certain intervals between parallel roads. In this case, the arched culvert group A and the columnar member group B
An arch-shaped culvert or a columnar member having a window hole on the side wall is selected and fitted to the portion.

【0009】縦横に水を流通させることの必要な地下貯
水槽の構築に際しては両側壁または一側側壁に窓孔(開
口部)を有すアーチ形カルバートが積極的に用いられ
る。
When constructing an underground water storage tank which requires water to flow vertically and horizontally, an arch culvert having window holes (openings) on both side walls or one side wall is positively used.

【0010】[0010]

【実施例】以下図面に基づいて実施例を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments will be described below with reference to the drawings.

【0011】両側壁1a,1bと底版2および円曲形の頂版
3とを有し、両側壁1a,1bの上部より外側に向けて角部
4a,4bを設けたアーチ形カルバートA−1(図1)を鉄
筋埋設のコンクリートにてプレキャスト成形する。
It has both side walls 1a and 1b, a bottom slab 2 and a curved top slab 3, and the corner portions are directed outward from the upper portions of the both side walls 1a and 1b.
An arch-shaped culvert A-1 (Fig. 1) provided with 4a and 4b is precast with concrete reinforced with reinforcing bars.

【0012】アーチ形カルバートA−2(図2イ)は同
形において両側壁1a,1b間の一端にめくら蓋5を設けた
ものであり、同、A−3(図2ロ)は両側壁1a,1bの中
間部分に窓孔6a,6bを設けたものであり、同、A−4
(図2ハ)は側壁1a,1bの一方の中間に窓孔6を設けた
ものであり、同、A−5(図3イ)は底版2の中間部分
を切欠したものであり、同A−6(図3ロ)は底部の外
側にインバート7a,7bを設けたものであり、同A−7
(図3ハ)は前記A−1形において角部4を両側壁1a,
1bの一方にのみ設けたものであり、同、A−8(図3
ニ)は前記A−5形において両側壁1a,1bの一方にのみ
角部4を設けたものであり、同、A−9(図3ホ)は前
記A−6形において両側壁1a,1bの一方にのみ角部4を
設けたものであり、同A−10(図4イ)は前記A−1形
において両側壁1a,1bの上部外側に受台8a,8bを設けた
ものであり、同、A−11(図4ロ)は前記A−10形にお
いて受台8を両側壁1a,1bの一方の上部外側にのみ設け
たものであり、同A−12(図5イ)は前記A−1形にお
いて両側壁1a,1bの中間下を部厚にして中間部の外側に
受台8a,8bを設けたものであり、同、A−13(図5ロ)
は前記A−12形において両側壁1a,1bの一方の中間部外
側にのみ受台8を設けたものであり、同、A−14(図6
イ)は側壁1a,1bの中間部を外側に突出して受台8a,8b
を形成したものであり、同、A−15(図6ロ)は前記A
−14形において受台8を一方の側壁の外側にのみ設けた
ものであり、同、A−16(図7イ)は側壁1a,1bの外側
中間下に曲形増厚部9を設けて受台8a,8bを設けたもの
であり、同、A−17(図7ロ)は前記A−16形において
曲形増厚部9を一方にのみ設けて受台8を形成した例を
示している。
The arch-shaped culvert A-2 (FIG. 2A) has the same shape with a blind cover 5 provided at one end between both side walls 1a and 1b, and A-3 (FIG. 2B) has both side walls 1a. , 1b are provided with window holes 6a, 6b in the middle portion thereof, and A-4
(FIG. 2C) is a window hole 6 provided in the middle of one of the side walls 1a and 1b. Similarly, A-5 (FIG. 3A) is a notch formed in the middle portion of the bottom plate 2. -6 (Fig. 3B) is provided with inverts 7a and 7b on the outer side of the bottom part.
(Fig. 3C) shows the corner portion 4 of the A-1 type with the side walls 1a,
It is provided only on one side of 1b, and the same, A-8 (Fig. 3).
D) is a type in which the corner portion 4 is provided on only one of the side walls 1a and 1b in the A-5 type, and A-9 (Fig. 3e) is a side wall 1a and 1b in the A-6 type. The corner portion 4 is provided only on one side, and the same A-10 (FIG. 4A) is such that the pedestals 8a and 8b are provided outside the upper portions of the side walls 1a and 1b in the A-1 type. , A-11 (Fig. 4B) is the A-10 type in which the pedestal 8 is provided only on the upper outside of one of the side walls 1a, 1b. The A-12 (Fig. 5A) is In the A-1 type, the lower middle portion of both side walls 1a, 1b is formed as a part thickness, and pedestals 8a, 8b are provided on the outer side of the middle part. A-13 (Fig. 5B)
In the A-12 type, the pedestal 8 is provided only on the outer side of the intermediate portion of one of the side walls 1a and 1b.
A) is a pedestal 8a, 8b with the middle part of the side walls 1a, 1b protruding outward.
A-15 (Fig. 6B) is the same as the above A.
In the -14 type, the pedestal 8 is provided only on the outer side of one side wall. Similarly, the A-16 (Fig. 7A) has a curved thickened portion 9 provided below the outer middle of the side walls 1a and 1b. The pedestals 8a and 8b are provided, and A-17 (FIG. 7B) shows an example in which the pedestal 8 is formed by providing the curved thickening portion 9 on only one side in the A-16 type. ing.

【0013】なお図示していないがA−1に対するA−
2の如くA−7形,A−10乃至A−17形において一側に
めくら蓋を設けたものがあり,A−1に対するA−3ま
たはA−4のようにA−5乃至A−6,A−10,A−1
2,A−14およびA−16の各形の両側壁または一側側壁
の中間部分に窓孔を設けたものもある。またA−7乃至
A−9とA−11,A−13,A−15およびA−17形におい
て一側側壁の中間部分に窓孔を設けるものもある。
Although not shown, A- to A-1
There are some A-7 type, A-10 to A-17 type with a blind cover on one side as shown in 2, and A-5 to A-6 like A-3 or A-4 for A-1. , A-10, A-1
2, A-14 and A-16 are also provided with a window hole in the middle portion of both side walls or one side wall. In addition, in some of the A-7 to A-9 and A-11, A-13, A-15 and A-17 types, a window hole is provided in the intermediate portion of one side wall.

【0014】柱状部材群Bは鉄筋埋設のコンクリートに
て前記のアーチ形カルバート群Aと同長で上部の外側に
角部4a,4bを設けたものB−1(図8イ)と、または中
間に窓孔6を設けたものB−2(図8ロ)にて形成す
る。
The columnar member group B is made of concrete reinforced by reinforcing bars and has the same length as the arch-shaped culvert group A and has corners 4a and 4b provided on the outer side of the upper part B-1 (FIG. 8A) or the middle. B-2 (FIG. 8B) in which the window hole 6 is provided.

【0015】また頂版部材群Cは円曲形C−1(図9
イ)タイプと同形で両端を長く深く下げたC−2(図9
ロ)と、平版形C−2(図9ハ)タイプおよび同C−3
(図9ニ)タイプにて形成する。
Further, the top plate member group C is a circular curved shape C-1 (see FIG. 9).
B) C-2 with the same shape as the type but with both ends lowered deeply (Fig. 9
B), lithographic C-2 (Fig. 9C) type and C-3
(FIG. 9 d) Type is used.

【0016】二列乃至多列のトンネル形道路10を構築す
るに際しては図10の例に示すようにアーチ形カルバート
群Aより側壁1a,1bに窓孔6a,6bを設けないA−1形、
A−6形、A−7形,A−8形、A−9形、A−12形、
A−14形などより選択して間隔を置いて並列させ、アー
チ形カルバートの角部または受台間に頂版部材C−1ま
たはC−2およびC−3を渡し取付けし、底版11を現場
打ちして組立てるのである。頂版部材C−1の渡し取付
けには角部または受台との間でオス,メスの嵌合や金物
+ボルト,中子+ボルト,PC締結,重ね継手等が用い
られる。
In constructing the two-row or multi-row tunnel type road 10, as shown in the example of FIG. 10, the arch-shaped culvert group A is used to form the A-1 type in which the side walls 1a and 1b are not provided with the window holes 6a and 6b.
A-6 type, A-7 type, A-8 type, A-9 type, A-12 type,
Select from A-14 type etc. and arrange them in parallel at intervals, and attach the top plate member C-1 or C-2 and C-3 between the corners or the pedestal of the arched culvert, and attach the bottom plate 11 on site. Strike and assemble. For the transfer mounting of the top plate member C-1, male / female fitting, metal + bolt, core + bolt, PC fastening, lap joint, etc. are used between the corners or the pedestal.

【0017】このようにして構築された二列乃至多列形
のトンネル形道路10は側壁1a,1bによって各路別に隔
断されてそれぞれが独立した車道や歩道を構成すること
ができて、換気、特に火災発生時などに煙の排出流路を
コントロールすることができることとなる。
The double-row or multi-row tunnel road 10 constructed in this way is divided by the side walls 1a and 1b into separate roads and sidewalks. In particular, the smoke exhaust flow path can be controlled when a fire occurs.

【0018】トンネル形の多列水路,共同溝12を組立て
るときは底版2の中間に切欠部のあるA−5形,A−6
形、A−8形,A−9形などを用いて図11に示すように
前記トンネル形道路と同様に組立てるのである。切欠部
に底版を現場打ちする過程で目的に合致した凹み13など
を形成することができる。
When assembling the tunnel-shaped multi-row water channel and the common groove 12, there are notches A-5 and A-6 in the middle of the bottom plate 2.
As shown in FIG. 11, it is assembled in the same manner as the tunnel type road by using the A type, A-8 type, A-9 type and the like. In the process of in-situ casting the bottom slab in the notch, it is possible to form a recess 13 or the like suitable for the purpose.

【0019】また地下貯水槽14を組立てる際はめくら蓋
5を有すA−2形のほか、側壁1a,1bに窓孔6a,6bを有
すアーチ形カルバートA−3形、A−4形等を組合わせ
て並列し、アーチ形カルバート間に頂版部材C−1を取
付けて形成される各路の両側はコンクリートプレキャス
ト製のめくら蓋(図示せず)の嵌着取付けにて閉塞する
のである。貯水される水は縦横に流れて吸排水を行いや
すくすることができる。
Further, when assembling the underground water storage tank 14, in addition to the A-2 type having the blind cover 5, the arch type culverts A-3 type and A-4 type having the window holes 6a, 6b in the side walls 1a, 1b. Etc. are combined and arranged in parallel, and both sides of each path formed by mounting the top plate member C-1 between the arched culverts are closed by fitting and mounting a blind cover (not shown) made of concrete precast. is there. The stored water can flow vertically and horizontally to facilitate intake and drainage.

【0020】なお、アーチ形カルバート群Aにかえて選
択する柱状部材群Bを間に入れて多列路を形成すること
もできる。いずれの組立例も多列路の壁間厚みを嵩ばら
せずして経済的に構築することができる。
It is also possible to form a multi-row path by interposing a columnar member group B selected in place of the arch-shaped culvert group A. Both of the examples of assembly can be economically constructed without increasing the wall thickness of the multi-lane road.

【0021】[0021]

【発明の効果】本発明は以上のようにして多種のアーチ
形カルバート群Aと柱状部材群Bおよび頂版部材群Cを
コンクリートプレキャスト成形して、これらより用途に
応じた部材を選択して二列乃至多列路の構造物を組立て
形成するようにしたので、道路の組立てに際しては並列
道路間をそれぞれ独立させて道路別に大気を隔断し、ま
た換気、特に火災発生時の煙の排出流路をコントロール
することができるという効果を生ずる。
As described above, according to the present invention, various arch-shaped culvert groups A, columnar member groups B, and top plate member groups C are precast by concrete, and a member according to the application is selected from the two types. Since a structure of a row or a multi-row road is assembled and formed, the roads are separated from each other to separate the air from each other when the road is assembled, and the ventilation, especially the smoke exhaust flow path in the event of a fire. Can be controlled.

【0022】また二列以上の水路,共同溝を組立てる際
も各路を遮閉された独立形とし、また底版を現場打ちし
て凹部等を容易に形成することができるという効果を生
ずる。
Also, when assembling two or more rows of water channels and common grooves, each channel can be made an independent type in which it is shielded, and the bottom plate can be cast in situ to easily form recesses or the like.

【0023】また多列にて縦横に水が流通する地下貯水
槽を容易に組立てることができるという効果を生ずる。
Further, there is an effect that it is possible to easily assemble an underground water storage tank in which water is circulated vertically and horizontally in multiple rows.

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

【図1】 A−1形のアーチ形カルバートを示すもの
で、イは正面図、ロは側面図である。
FIG. 1 shows an A-1 arch-shaped culvert, in which a is a front view and B is a side view.

【図2】 A−3乃至A−4形のアーチ形カルバートを
示す図である。
FIG. 2 is a diagram showing arch culverts of A-3 to A-4 shapes.

【図3】 A−5乃至A−9形のアーチ形カルバートを
示す図である。
FIG. 3 is a view showing arch culverts of A-5 to A-9 shapes.

【図4】 A−10乃至A−11形のアーチ形カルバートを
示す図である。
FIG. 4 is a view showing arched culverts of A-10 to A-11 type.

【図5】 A−12乃至A−13形のアーチ形カルバートを
示す図である。
FIG. 5 is a view showing arched culverts of A-12 to A-13 type.

【図6】 A−14乃至A−15形のアーチ形カルバートを
示す図である。
FIG. 6 is a view showing arched culverts of A-14 to A-15 type.

【図7】 A−16乃至A−17形のアーチ形カルバートを
示す図である。
FIG. 7 is a diagram showing arched culverts of A-16 to A-17 type.

【図8】 B−1乃至B−2形の柱状部材を示す図であ
る。
FIG. 8 is a view showing a B-1 to B-2 columnar member.

【図9】 C−1乃至C−3形の頂版部材を示す図であ
る。
FIG. 9 is a diagram showing C-1 to C-3 top plate members.

【図10】 トンネル形道路の構築例を示す正面図であ
る。
FIG. 10 is a front view showing an example of construction of a tunnel road.

【図11】 トンネル形水路,共同溝の構築例を示す図で
ある。
[Fig. 11] Fig. 11 is a diagram showing a construction example of a tunnel-shaped water channel and a common groove.

【図12】 トンネル形地下貯水槽の構築例を示す図であ
る。
FIG. 12 is a diagram showing a construction example of a tunnel-type underground water storage tank.

【符号の説明】[Explanation of symbols]

1a,1bは側壁 2は底版 3は頂版 4a,4b,4は角部 5はめくら蓋 6a,6b,6は窓孔 7a,7bはインバート 8a,8b,8は受台 9は曲形増厚部 10はトンネル形道路 11は現場打ちの底版 12は水路,共同溝 13は凹み 14は地下貯水槽 1a and 1b are side walls 2 are bottom plates 3 are top plates 4a, 4b, 4 are corners 5 Blind lids 6a, 6b, 6 are window holes 7a, 7b are inverts 8a, 8b, 8 are pedestals 9 are curved Thick section 10 is a tunnel type road 11 is a cast-in-place bottom slab 12 is a waterway, common groove 13 is a depression 14 is an underground water tank

【手続補正書】[Procedure amendment]

【提出日】平成6年2月4日[Submission date] February 4, 1994

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Name of item to be corrected] Brief description of the drawing

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

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

【図1】 A−1形のアーチ形カルバートを示すもの
で、イは正面図、ロは側面図である。
FIG. 1 shows an A-1 arch-shaped culvert, in which a is a front view and B is a side view.

【図2】 A−2乃至A−4形のアーチ形カルバートを
示す図である。
FIG. 2 is a view showing arched culverts A-2 to A-4.

【図3】 A−5乃至A−9形のアーチ形カルバートを
示す図である。
FIG. 3 is a view showing arch culverts of A-5 to A-9 shapes.

【図4】 A−10乃至A−11形のアーチ形カルバー
トを示す図である。
FIG. 4 is a view showing arched culverts of A-10 to A-11 type.

【図5】 A−I2乃至A−13形のアーチ形カルバー
トを示す図である。
FIG. 5 is a diagram showing arched culverts of types A-I2 to A-13.

【図6】 A−14乃至A−15形のアーチ形カルバー
トを示す図である。
FIG. 6 is a view showing arched culverts of A-14 to A-15 type.

【図7】 A−I6乃至A−17形のアーチ形カルバー
トを示す図である。
FIG. 7 is a diagram showing arch culverts of types A-I6 to A-17.

【図8】 B−1乃至B−2形の柱状部材を示す図であ
る。
FIG. 8 is a view showing a B-1 to B-2 columnar member.

【図9】 C−1乃至C−3形の頂版部材を示す図であ
る。
FIG. 9 is a diagram showing C-1 to C-3 top plate members.

【図10】 トンネル形道路の構築例を示す正面図であ
る。
FIG. 10 is a front view showing an example of construction of a tunnel road.

【図11】 トンネル形水路,共同溝の構築例を示す図
である。
FIG. 11 is a diagram showing an example of constructing a tunnel-shaped waterway and a common groove.

【図12】 トンネル形地下貯水槽の構築例を示す図で
ある。
FIG. 12 is a diagram showing an example of construction of a tunnel-type underground water storage tank.

【符号の説明】 1a,1bは側壁 2は底版 3は頂版 4a,4b,4は角部 5はめくら蓋 6a,6b,6は窓孔 7a,7bはインバート 8a,8b,8は受台 9は曲形増厚部 10はトンネル形道路 11は現場打ちの底版 12は水路,共同溝 13は凹み 14は地下貯水槽[Explanation of symbols] 1a and 1b are side walls 2 are bottom plates 3 are top plates 4a, 4b, 4 are corners 5 Blind lids 6a, 6b, 6 are window holes 7a, 7b are inverts 8a, 8b, 8 are pedestals 9 is a curved thickened portion 10 is a tunnel-shaped road 11 is a bottom plate cast in-situ 12 is a waterway, common groove 13 is a recess 14 is an underground water tank

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 F16L 1/038 E03B 11/14 E03F 3/04 A 7150−2D E02D 29/045 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location F16L 1/038 E03B 11/14 E03F 3/04 A 7150-2D E02D 29/045

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 両側壁または一側側壁の上部または中間
の外側に角部または受台を形成し、該両側壁間の一端に
めくら蓋を設けまたは両端を開口し、該両側壁または一
側側壁に窓孔を設けまたは設けず、底版を有しまたは有
せずして且つインバートを有,無とする多種類のアーチ
形カルバート群Aと上部の両側に角部を有し中間に窓孔
を設けまたは設けずしてなる柱状部材群Bと、および円
曲形または平板形とする頂版部材群Cとをコンクリート
を用いてプレキャスト形成し、前記アーチ形カルバート
群Aと柱状部材群Bおよび頂版部材群Cの全部または一
部の組合わせにて二列乃至多列形の道路,水路,共同
溝,地下貯水槽を組立て形成することを特徴とする二列
乃至多列形構造物組立用のコンクリート部材。
1. A corner portion or a pedestal is formed outside the upper part or the middle of both side walls or one side wall, and a blind cover is provided at one end between the both side walls or both ends are opened, and the both side walls or one side. A variety of arched culverts A with or without a side wall, with or without bottom slab, and with or without inverts, and a window hole in the middle with corners on both sides of the top A columnar member group B provided or not provided with and a top plate member group C having a curved or flat plate shape are precast formed using concrete, and the arched culvert group A and the columnar member group B and A double-row or multi-row structure assembly characterized by assembling and forming a double-row or multi-row road, a waterway, a common groove, or an underground water tank by combining all or part of the top plate member group C For concrete.
【請求項2】 アーチ形カルバート群Aと柱状部材群B
とおよび頂版部材群Cの全部または一部の組合わせにて
路別に大気を隔断し、または路別に大気を制御可能とす
る二列乃至多列の道路を組立て形成することを特徴とす
る請求項1記載の二列乃至多列形構造物組立用のコンク
リート部材。
2. An arch-shaped culvert group A and a columnar member group B.
And a combination of all or a part of the top plate member group C to separate the atmosphere for each road, or to assemble and form a two-row or multi-row road in which the atmosphere can be controlled for each road. Item 2. A concrete member for assembling a double-row or multi-row structure according to Item 1.
【請求項3】 アーチ形カルバート群Aの一部と頂版部
材群Cの組合わせにて路別に大気を隔断しまたは路別に
大気を制御可能とする二列乃至多列の道路を組立て形成
することを特徴とする請求項1記載の二列乃至多列形構
造物組立用のコンクリート部材。
3. A part of the arched culvert group A and a top plate member group C are combined to form a two-row or multi-row road which separates the atmosphere by road or can control the air by road. The concrete member for assembling a double-row or multi-row structure according to claim 1.
【請求項4】 柱状部材群Bと頂版部材群Cの組合わせ
にて路別に大気を隔断しまたは路別に大気を制御可能と
する二列乃至多列の道路を組立て形成することを特徴と
する請求項1記載の二列乃至多列形構造物組立用のコン
クリート部材。
4. A combination of the columnar member group B and the top plate member group C divides the atmosphere for each road, or assembles and forms two or more rows of roads capable of controlling the atmosphere for each road. The concrete member for assembling a double-row or multi-row structure according to claim 1.
【請求項5】 アーチ形カルバート群Aと柱状部材群B
とおよび頂版部材群Cの全部または一部の組合わせにて
路別に流路または溝を隔断した二列乃至多列の水路また
は共同溝を組立て形成することを特徴とする請求項1記
載の二列乃至多列形構造物組立用のコンクリート部材。
5. An arch-shaped culvert group A and a columnar member group B.
2. A combination of all and a part of the top plate member group C and two or more rows of water channels or common grooves in which channels or grooves are separated for each channel are assembled and formed. Concrete members for assembly of double-row or multi-row structures.
【請求項6】 アーチ形カルバート群Aの一部と頂版部
材群Cの組合わせにて路別に流路または溝を隔断した二
列乃至多列の水路または共同溝を組立て形成することを
特徴とする請求項1記載の二列乃至多列形構造物組立用
のコンクリート部材。
6. A combination of a part of the arch-shaped culvert group A and a top plate member group C is used to assemble and form two or more rows of water channels or joint grooves in which channels or grooves are separated for each channel. The concrete member for assembling a double-row or multi-row structure according to claim 1.
【請求項7】 柱状部材群Bと頂版部材群Cの組合わせ
にて路別に流路または溝を隔断した二列乃至多列の水路
または共同溝を組立て形成することを特徴とする請求項
1記載の二列乃至多列形構造物組立用のコンクリート部
材。
7. A combination of the columnar member group B and the top plate member group C is used to assemble and form two or more rows of water channels or joint grooves in which channels or grooves are separated for each channel. 2. A concrete member for assembling a double-row or multi-row structure according to 1.
JP6029125A 1994-02-02 1994-02-02 Concrete member for assembling two-row or more structure Pending JPH07216970A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6029125A JPH07216970A (en) 1994-02-02 1994-02-02 Concrete member for assembling two-row or more structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6029125A JPH07216970A (en) 1994-02-02 1994-02-02 Concrete member for assembling two-row or more structure

Publications (1)

Publication Number Publication Date
JPH07216970A true JPH07216970A (en) 1995-08-15

Family

ID=12267587

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6029125A Pending JPH07216970A (en) 1994-02-02 1994-02-02 Concrete member for assembling two-row or more structure

Country Status (1)

Country Link
JP (1) JPH07216970A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002004305A (en) * 2000-06-16 2002-01-09 Nippon Zenith Pipe Co Ltd Hollow structure having a plurality of hollows
JP2006037482A (en) * 2004-07-26 2006-02-09 Ebata Kk Structure for rainwater storage permeating facility and rainwater storage permeating facility
US8985897B2 (en) 2008-02-06 2015-03-24 Oldcastle Precast, Inc. Method and apparatus for capturing, storing, and distributing storm water
US9546044B2 (en) 2008-02-06 2017-01-17 Oldcastle Precast, Inc. Method and apparatus for capturing, storing, and distributing storm water
US10584471B2 (en) 2017-06-15 2020-03-10 James Bradford Boulton Integrated retaining wall and fluid collection system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54144022A (en) * 1978-04-27 1979-11-09 Fr Puuru Ra Purukontorentoosut Work start method of submarine tunnel and its device
JPS6140996A (en) * 1984-08-01 1986-02-27 大成建設株式会社 Method of construction of water-bottom tunnel, etc.
JPS63542A (en) * 1986-06-18 1988-01-05 高野 寅雄 Underground embedding type water pervious water storage tankstructure
JPS6335092Y2 (en) * 1984-08-27 1988-09-19
JPH0457818B2 (en) * 1990-09-27 1992-09-14 Asahi Concrete Works
JPH0626091A (en) * 1992-03-11 1994-02-01 Haneda Concrete Kogyo Kk Underground structure for rainwater storage and infiltration

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54144022A (en) * 1978-04-27 1979-11-09 Fr Puuru Ra Purukontorentoosut Work start method of submarine tunnel and its device
JPS6140996A (en) * 1984-08-01 1986-02-27 大成建設株式会社 Method of construction of water-bottom tunnel, etc.
JPS6335092Y2 (en) * 1984-08-27 1988-09-19
JPS63542A (en) * 1986-06-18 1988-01-05 高野 寅雄 Underground embedding type water pervious water storage tankstructure
JPH0457818B2 (en) * 1990-09-27 1992-09-14 Asahi Concrete Works
JPH0626091A (en) * 1992-03-11 1994-02-01 Haneda Concrete Kogyo Kk Underground structure for rainwater storage and infiltration

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002004305A (en) * 2000-06-16 2002-01-09 Nippon Zenith Pipe Co Ltd Hollow structure having a plurality of hollows
JP2006037482A (en) * 2004-07-26 2006-02-09 Ebata Kk Structure for rainwater storage permeating facility and rainwater storage permeating facility
US8985897B2 (en) 2008-02-06 2015-03-24 Oldcastle Precast, Inc. Method and apparatus for capturing, storing, and distributing storm water
US9546044B2 (en) 2008-02-06 2017-01-17 Oldcastle Precast, Inc. Method and apparatus for capturing, storing, and distributing storm water
US10584471B2 (en) 2017-06-15 2020-03-10 James Bradford Boulton Integrated retaining wall and fluid collection system

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