JPH08239891A - Block for box culvert and box culvert construction method using it - Google Patents

Block for box culvert and box culvert construction method using it

Info

Publication number
JPH08239891A
JPH08239891A JP7045619A JP4561995A JPH08239891A JP H08239891 A JPH08239891 A JP H08239891A JP 7045619 A JP7045619 A JP 7045619A JP 4561995 A JP4561995 A JP 4561995A JP H08239891 A JPH08239891 A JP H08239891A
Authority
JP
Japan
Prior art keywords
mountain
block
valley
box culvert
bottom portion
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
JP7045619A
Other languages
Japanese (ja)
Inventor
Nobuo Kurokawa
信夫 黒川
Noriyuki Hoshida
典行 星田
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.)
MIRUKON KK
Original Assignee
MIRUKON 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 MIRUKON KK filed Critical MIRUKON KK
Priority to JP7045619A priority Critical patent/JPH08239891A/en
Publication of JPH08239891A publication Critical patent/JPH08239891A/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

Abstract

PURPOSE: To easily construct a box culvert whose weight is lightened and bottom placing concrete for channel inclination is hard to exfoliate even used for a long period. CONSTITUTION: A block which is a large approximately rectangular block body (B) integrated and surrounded with four faces composed of a bottom part 1, a top part 2 and side parts 3, 3, and is so formed that mountain parts 12 and valley parts 13 are coupled with each other into a corrugated shape such as a mountain, a valley, a mountain,... a valley, and a mountain in the perpendicular direction to the side parts 3, 3 in the upper face of the bottom part 1. A plurality rows of block bodies (B) are arranged and bottom placing concrete 5 is placed on the mountain parts 12, 12... and the valley parts 13, 13... in their insides so as to construct a box culvert. Because the bottom part of the block is thus coupled into a corrugated shape, both merits of light weight and durability improvement can be simultaneously actualized.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、ボックスカルバート用
ブロックの改良、及びそれを用いるボックスカルバート
施工法、更に詳しくは、ボックスカルバートを現場施工
する際に、それに使用する角筒部材を軽量化でき、しか
も水路勾配を形成するための底打ちコンクリートとの付
着強度を増大できるブロック、及びそのようなブロック
を用いたボックスカルバート施工法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improved box culvert block and a method of constructing a box culvert using the block, and more specifically, to a box culvert that can be lightened at the time of on-site construction. Moreover, the present invention relates to a block capable of increasing the adhesion strength with bottom-filling concrete for forming a waterway gradient, and a box culvert construction method using such a block.

【0002】[0002]

【従来の技術】周知のとおり、地下に埋設された暗渠
(カルバート)は、農地の灌漑排水の他に道路、公園、
山腹などの地下排水に広く利用されている。この種のカ
ルバートに用いる材料としては、粗朶、竹、丸太などの
自然物や土管やコンクリート管などの人工物が採択可能
である。これら材料のうち、秀れた耐久性を有するコン
クリート管が多用され、例えば、一体成形された断面箱
形のコンクリートブロックや分離タイプのL字形やU字
形コンクリートブロックがある。
2. Description of the Related Art As is well known, underground culverts are used for irrigation and drainage of farmland, roads, parks,
Widely used for underground drainage such as hillsides. As materials used for this type of culvert, it is possible to adopt natural materials such as lintel, bamboo and logs, and artificial materials such as earth pipes and concrete pipes. Among these materials, concrete pipes having excellent durability are frequently used, and examples thereof include integrally molded concrete block having a box-shaped cross section and separated type L-shaped and U-shaped concrete blocks.

【0003】ところが、前者の箱形コンクリートブロッ
クにあっては、その重量がどうしても大きくなる傾向に
あり、当該ブロックを現場まで運搬したり、現場にて設
置したりする作業が困難であった。後者の分離タイプの
コンクリートブロックにあっては、ブロック単体の重量
は軽くなるため、上記の如き作業困難性は解消できるけ
れども、前者のブロックよりも部材数が増加し、これら
部材を連結するのに手間がかかるうえに、連結時の強度
が前者のブロックよりも低下することは避けられなかっ
た。
However, the weight of the former box-shaped concrete block tends to increase, and it is difficult to carry the block to the site or install it on the site. In the latter type of concrete block, the weight of the block itself is lighter, so the above work difficulties can be solved, but the number of members increases compared to the former block, and it is necessary to connect these members. In addition to the time-consuming work, it was unavoidable that the strength at the time of connection was lower than that of the former block.

【0004】また、上記コンクリートブロックにおいて
は双方とも、その内周面が平坦に形成されているため、
暗渠排水用の水路勾配を形成するための底打ちコンクリ
ートを前記ブロックの底部の上面に打設した際の付着強
度が弱く、底打ちコンクリートが剥がれ易かった。
Further, in both of the concrete blocks, since the inner peripheral surfaces thereof are formed flat,
When the bottoming concrete for forming the drainage canal for draining the underdrain was cast on the upper surface of the bottom of the block, the adhesion strength was weak and the bottoming concrete was easily peeled off.

【0005】[0005]

【解決すべき技術的課題】本発明は、従来のカルバート
用ブロックに上記の如き欠点があったことに鑑みて為さ
れたものであり、構造的強度を低下させることなく、軽
量化を図ることができ、しかも水路勾配を形成するため
の底打ちコンクリートとの付着強度を増大できるボック
スカルバート用ブロックを提供することを技術的課題と
するものである。
The present invention has been made in view of the above-mentioned drawbacks of the conventional culvert block, and is intended to reduce the weight without lowering the structural strength. It is a technical object to provide a block for a box culvert capable of increasing the adhesion strength with bottom-filling concrete for forming a waterway gradient.

【0006】また、本発明の他の技術的課題は、長期間
使用しても水路勾配用の底打ちコンクリートが剥がれ難
いボックスカルバートを簡単に施工できるボックスカル
バート施工法を提供することにある。
Another technical object of the present invention is to provide a box culvert construction method capable of easily constructing a box culvert in which bottom concrete for a waterway gradient is hardly peeled off even after long-term use.

【0007】[0007]

【課題解決のために採用した手段】本発明者が上記技術
的課題を解決するために採用した手段を、添附図面を参
照して説明すれば、次のとおりである。
Means adopted for solving the technical problems Means adopted by the inventor for solving the above technical problems will be described with reference to the accompanying drawings.

【0008】即ち、本発明は、底部1、頂部2および側
部3・3から構成される四面が一体化して包囲せる大略
角筒形のブロック体Bであって、前記底部1の上面には
前記側部3・3に対して垂直方向に山部12と谷部13が山
・谷・山…谷・山と波状に連成されて成るブロックを採
用することによって、上記技術的課題を解決した点に特
徴がある。
That is, the present invention is a block body B having a substantially rectangular tube shape, which is integrally surrounded by four surfaces composed of a bottom portion 1, a top portion 2 and side portions 3 and 3. The above technical problem is solved by adopting a block in which a ridge portion 12 and a valley portion 13 are vertically connected to the side portions 3 and 3 and are connected in a wave shape with ridges, valleys, mountains ... The point is that it was done.

【0009】また、本発明は、底部1、頂部2および側
部3・3から構成される四面が一体化した大略角筒形の
部材であって、前記底部1の上面には前記側部3・3に
対して垂直方向に山部12と谷部13が山・谷・山…谷・山
と波状に連成されて成る複数のブロック体B・B…を水
路形成部に沿って筒軸方向に列設し、これらブロック体
B・B…の内部に生コンクリートNを流し込むと共に、
前記底部1の山部12・12…および谷部13・13…上に所要
厚みの底打ちコンクリート5を打設し、当該底打ちコン
クリート5に筒軸方向の通水勾配Gを形成してボックス
カルバートCを施工するという手段を採用することによ
って、上記技術的課題を解決した点に特徴がある。
Further, the present invention is a member having a substantially rectangular tubular shape in which four surfaces, which are composed of a bottom part 1, a top part 2 and side parts 3 and 3, are integrated, and the side part 3 is provided on the upper surface of the bottom part 1.・ A plurality of block bodies B and B formed by mountain portions 12 and valley portions 13 which are vertically connected with respect to 3 and are connected in a wavy manner with mountains, valleys, mountains ... Are lined up in the direction, and while pouring fresh concrete N into the inside of these block bodies BB,
Boxes are formed by placing a bottom-filling concrete 5 of a required thickness on the mountain portions 12, 12 ... and valley portions 13, 13 of the bottom portion 1, and forming a water flow gradient G in the cylinder axis direction on the bottom-filling concrete 5. The feature is that the above technical problems are solved by adopting a means of constructing the culvert C.

【0010】[0010]

【実施例】以下、本発明を添附図面に示す実施例に基づ
いて更に詳しく説明する。なお、図1は本発明に係る実
施例ブロックの斜視図、図2は図1の線XーXについて
の断面図、図3は本発明に係る変更態様の実施例ブロッ
クの斜視図、図4は本発明に係る実施例ブロックの連結
施工状態の斜視説明図、図5は図4の線YーYについて
の断面説明図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail below with reference to the embodiments shown in the accompanying drawings. 1 is a perspective view of an embodiment block according to the present invention, FIG. 2 is a cross-sectional view taken along line XX of FIG. 1, FIG. 3 is a perspective view of an embodiment block according to a modification of the present invention, and FIG. FIG. 5 is a perspective explanatory view of a connection construction state of the embodiment blocks according to the present invention, and FIG. 5 is a sectional explanatory view taken along the line YY of FIG.

【0011】まず、本発明に係る実施例ブロックを図1
および図2に基づいて説明する。図面上、符号Bで指示
するものは大略角筒形のブロック体であり、底部1、頂
部2および側部3・3から構成される四面が一体化して
箱体を構成している。このブロック体Bの底部1は、ベ
ース部11と、山部12および谷部13と、鉄筋14とを含んで
いる。そして、ベース部11の上面に山部12と谷部13と
が、前記側部3・3に対して垂直方向に山・谷・山…谷
・山と波状に連成されており、このような波形構造が従
来の箱形ブロックの構造と比較して大きく異なる点であ
る。つまり、従来の箱形ブロックにおいては、その内周
面がすべて平坦に形成されたものが一般的であった。本
実施例においては、前記底部1の上面における上記の如
き波形構造は図2に示すような台形に形成してあるけれ
ども、三角形や半円形、更には角錐状あるいは円錐状突
起を凹凸状に連成することも可能である。そして、図2
に示すように、前記底部1のベース部11の厚みは従来の
箱形ブロックの底部の厚みよりも薄く形成してあり、か
つ、前記底部1の山部12・12…の内部には鉄筋14・14…
が配筋してあるので、山部12のリブ効果と相俟って底部
の厚みを薄く形成したことによる強度低下は決して生じ
ることなく、却ってブロック体Bの軽量化を図れる。前
記底部1のベース部11には従来の箱形ブロックと同様、
鉄筋14・14…が所要量だけ配筋してあり、これら鉄筋14
・14…と前記山部12・12…内の鉄筋14・14…とを併用す
ることにより、ブロック体Bの上方からの荷重に対して
十分な構造的強度を具備させることが可能である。
First, a block diagram of an embodiment according to the present invention is shown in FIG.
And it demonstrates based on FIG. In the drawing, what is indicated by the symbol B is a block body having a substantially rectangular tube shape, and the four surfaces composed of the bottom portion 1, the top portion 2 and the side portions 3 and 3 are integrated to form a box body. The bottom portion 1 of the block body B includes a base portion 11, a mountain portion 12 and a valley portion 13, and a reinforcing bar 14. Further, the top surface of the base portion 11 has a mountain portion 12 and a valley portion 13 which are vertically connected to the side portions 3 and 3 and are formed in a wavy manner with the mountains, valleys, mountains ... The corrugated structure is significantly different from the conventional box-shaped block structure. That is, in the conventional box-shaped block, the inner peripheral surface of the box-shaped block is generally flat. In the present embodiment, the corrugated structure as described above on the upper surface of the bottom portion 1 is formed in a trapezoidal shape as shown in FIG. 2, but triangular, semicircular, pyramidal or conical projections are formed in a concavo-convex pattern. It is also possible. And FIG.
As shown in FIG. 5, the thickness of the base portion 11 of the bottom portion 1 is thinner than the thickness of the bottom portion of the conventional box-shaped block, and the reinforcing bars 14 are provided inside the peak portions 12, 12, ... ·14…
Since the ribs are arranged, the strength of the block portion B is never reduced due to the thinning of the bottom portion in combination with the rib effect of the mountain portion 12, and the weight of the block body B can be reduced. In the base portion 11 of the bottom portion 1, like the conventional box-shaped block,
Reinforcing bars 14 and 14 ... are laid out only in the required amount.
It is possible to provide sufficient structural strength against the load from above the block body B by using 14 and the reinforcing bars 14 and 14 in the mountain portions 12 and 12 in combination.

【0012】また、ブロック体Bの頂部2には開口部21
が穿設してあり、この開口部21の内周面には下方に向っ
て狭くなるテーパが形成してある。これにより、前記開
口部21からブロック体B内部に後述の生コンクリートを
流し込むことができ、ボックスカルバートを現場施工す
る際の作業性の向上を図れる。そして、符号4で指示す
るものは略直方体の蓋体であり、この蓋体4の側部外周
面には下方に向って狭くなるテーパが形成してある。こ
れにより、前記蓋体4を上方から開口部21に載せるだけ
で、当該開口部21にピッタリと嵌合し、ブロック体Bの
頂部2が完全に閉鎖される。
An opening 21 is provided at the top 2 of the block B.
And a taper is formed on the inner peripheral surface of the opening 21 so as to narrow downward. As a result, fresh concrete described below can be poured from the opening 21 into the block B, and workability can be improved when the box culvert is installed on site. Further, what is indicated by reference numeral 4 is a substantially rectangular parallelepiped lid body, and a taper is formed on the outer peripheral surface of the side portion of the lid body 4 so as to narrow downward. As a result, just by placing the lid body 4 on the opening portion 21 from above, the lid body 4 is fitted into the opening portion 21 and the top portion 2 of the block body B is completely closed.

【0013】つぎに、本発明に係る変更態様の実施例ブ
ロックを図3に基づいて説明する。本実施例のブロック
は前述のブロックとほぼ同様であるが、蓋体4の形状が
異なる。本実施例のブロックにおいては、蓋体4の形状
が略円盤形であり、その周面には下方に向って狭くなる
テーパが形成してある。このテーパに適合するようブロ
ック体Bの頂部2には開口部21が穿設してあり、前述の
ブロックと同様、前記蓋体4を上方から開口部21に載せ
るだけで、当該開口部21に嵌合してブロック体Bの頂部
2が閉鎖される。
Next, an embodiment block of a modification of the present invention will be described with reference to FIG. The block of this embodiment is almost the same as the block described above, but the shape of the lid 4 is different. In the block of this embodiment, the lid 4 has a substantially disc shape, and a taper is formed on the peripheral surface of the lid 4 so as to narrow downward. An opening 21 is bored in the top 2 of the block B so as to conform to this taper, and like the block described above, the lid 4 is placed on the opening 21 from above, and the opening 21 is inserted into the opening 21. When fitted, the top 2 of the block body B is closed.

【0014】最後に、上記ブロック体Bを用いてボック
スカルバートを施工する方法を図4および図5に基づい
て説明する。まず、地面に水路を形成するための溝を掘
り、この溝に沿って複数の上記角筒形ブロック体B・B
…を筒軸方向に列設する。この際、各ブロック体B同士
をできるだけ隙間なく配設するけれども、必要に応じて
その隙間にシーリングを施して水密性を高めることも可
能である。つぎに、複数のブロック体B・B…のうち任
意のブロック体Bの開口部21から生コンクリートNを所
要量だけ打ち込むと、前記ブロック体B・B…の底部1
に連成された山部12・12…および谷部13・13…が前記生
コンクリートNで覆われる。この作業と同時に、ブロッ
ク体B・B…内を流れる排水の流速が適度な速さになる
よう通水勾配Gを筒軸方向に形成する。そして、流入さ
れた生コンクリートNを所要期間だけ養生させると、通
水勾配Gを有する底打ちコンクリート5が前記山部12・
12…および谷部13・13…上に所要厚みだけ密着して付設
され、図4のようなボックスカルバートCが構成され
る。
Finally, a method of constructing a box culvert using the block body B will be described with reference to FIGS. 4 and 5. First, a groove for forming a water channel is dug in the ground, and a plurality of the rectangular tubular block bodies B, B are formed along the groove.
Are arranged in the axial direction of the cylinder. At this time, although the block bodies B are arranged as close to each other as possible, it is also possible to enhance the watertightness by sealing the gap as needed. Next, when the required amount of fresh concrete N is poured from the opening 21 of any block body B among the plurality of block bodies B, B ..., The bottom portion 1 of the block bodies B, B ...
The mountain portions 12, 12 ... and the valley portions 13, 13 ... Simultaneously with this operation, a water passage gradient G is formed in the cylinder axis direction so that the flow velocity of the drainage flowing in the blocks B, B ... Is at an appropriate speed. Then, when the injected fresh concrete N is cured for a required period, the bottom-filled concrete 5 having the water flow gradient G is formed on the mountain portion 12.
A box culvert C as shown in FIG. 4 is formed by closely adhering the required thickness to the 12 and the valleys 13 and 13.

【0015】上記の如きボックスカルバートCにおいて
は、前記底打ちコンクリート5と前記ブロック体Bの底
部1との接触面積は、当該ブロック体Bの底部1が波状
に形成されているため、内周面が平坦な従来ブロックと
比べて格段に大きくなっており、その結果、従来ブロッ
クを使用した場合よりも接触面全体における付着強度が
増大して底打ちコンクリート5が剥がれ難い。また、底
打ちコンクリート5自体が各ブロック体B同士を連結す
る機能も有するため、各ブロック体B同士を特にネジや
ボルト等の連結部材で固定しない場合であっても、ボッ
クスカルバートCを極めて強固な連結状態に簡単に施工
できる。
In the box culvert C as described above, the contact area between the bottom concrete 5 and the bottom portion 1 of the block body B is such that the bottom portion 1 of the block body B is corrugated, and therefore the inner peripheral surface is Is much larger than the flat conventional block, and as a result, the adhesion strength on the entire contact surface is increased and the bottoming concrete 5 is less likely to peel off than when the conventional block is used. Further, since the bottom-filling concrete 5 itself has a function of connecting the block bodies B to each other, the box culvert C is extremely strong even if the block bodies B are not fixed with a connecting member such as a screw or a bolt. It can be easily installed in various connected states.

【0016】本発明の実施例は概ね上記のとおりである
が、本発明は前述の実施例に限定されるものでは決して
なく、「特許請求の範囲」の記載内において種々の変更
が可能であって、例えば、本実施例においては、ブロッ
ク体Bの底部1内に鉄筋14を配筋してあるけれども、十
分な構造的強度さえ有していれば、鉄筋14が配筋されて
いないブロック体Bを採用することも可能であり、ま
た、本実施例の波形ブロック体Bと内周面が平坦な従来
ブロックとを併用してボックスカルバートCを構成する
ことも可能であり、これら何れの変更態様も本発明の技
術的範囲に属することはいうまでもない。
The embodiments of the present invention are generally as described above, but the present invention is by no means limited to the above-mentioned embodiments, and various modifications can be made within the scope of the claims. For example, in this embodiment, although the reinforcing bars 14 are arranged in the bottom portion 1 of the block body B, if the reinforcing bars 14 have sufficient structural strength, the block body in which the reinforcing bars 14 are not arranged is arranged. It is also possible to adopt B, and it is also possible to construct the box culvert C by using the corrugated block body B of this embodiment and a conventional block having a flat inner peripheral surface, and any of these changes It goes without saying that the embodiment also belongs to the technical scope of the present invention.

【0017】[0017]

【発明の効果】以上実施例を挙げて説明したとおり、本
発明によれば、ブロックの底部を波状に形成しているの
で、谷部に相当する材料分だけ従来ブロックよりも軽量
化を図ることができ、その結果、ブロックを運搬した
り、ボックスカルバートを施工したりする際の作業性を
向上することが可能になる。
As described above with reference to the embodiments, according to the present invention, since the bottom portion of the block is formed in a wave shape, the weight of the material corresponding to the valley portion can be reduced as compared with the conventional block. As a result, it becomes possible to improve workability when transporting the block or constructing the box culvert.

【0018】また、ブロックの底部と水路勾配用の底打
ちコンクリートとの付着強度を増大できるので、長期間
使用しても底打ちコンクリートが剥がれ難いボックスカ
ルバートを簡単に施工できる。よって、軽量化と耐久性
向上の双方のメリットが同時に実現でき、産業上の利用
価値は頗る大である。
Further, since the adhesion strength between the bottom of the block and the bottoming concrete for the waterway gradient can be increased, it is possible to easily construct a box culvert in which the bottoming concrete is hard to peel off even after long-term use. Therefore, the advantages of both weight reduction and durability improvement can be realized at the same time, and the industrial utility value is extremely large.

【0019】[0019]

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

【図1】本発明に係る実施例ブロックの斜視図である。FIG. 1 is a perspective view of an embodiment block according to the present invention.

【図2】図1の線XーXについての断面図である。2 is a cross-sectional view taken along the line XX of FIG.

【図3】本発明に係る変更態様の実施例ブロックの斜視
図である。
FIG. 3 is a perspective view of a modified example block according to the present invention.

【図4】本発明に係る実施例ブロックの連結施工状態の
斜視説明図である。
FIG. 4 is a perspective explanatory view showing a connected construction state of the example blocks according to the present invention.

【図5】図4の線YーYについての断面説明図である。5 is a cross-sectional explanatory view taken along the line YY of FIG.

【符号の説明】[Explanation of symbols]

B ブロック体 C ボックスカルバート N 生コンクリート G 通水勾配 1 底部 11 ベース部 12 山部 13 谷部 14 鉄筋 2 頂部 21 開口部 3 側部 4 蓋体 5 底打ちコンクリート B Block body C Box culvert N Ready-mixed concrete G Water flow gradient 1 Bottom part 11 Base part 12 Mountain part 13 Valley part 14 Rebar 2 Top part 21 Opening part 3 Side part 4 Lid body 5 Bottom concrete

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 底部1、頂部2および側部3・3から構
成される四面が一体化して包囲せる大略角筒形のブロッ
ク体Bであって、前記底部1の上面には前記側部3・3
に対して垂直方向に山部12と谷部13が山・谷・山…谷・
山と波状に連成されて成ることを特徴としたボックスカ
ルバート用ブロック。
1. A block body B having a substantially rectangular tube shape, in which four surfaces composed of a bottom portion 1, a top portion 2 and side portions 3 and 3 are integrally enclosed, and the side portion 3 is provided on an upper surface of the bottom portion 1.・ 3
The mountain portion 12 and the valley portion 13 are vertical to the mountain / valley / mountain ... valley /
A box culvert block characterized by being formed in a wavelike relationship with mountains.
【請求項2】 底部1、頂部2および側部3・3から構
成される四面が一体化して包囲せる大略角筒形のブロッ
ク体Bであって、前記底部1の上面には前記側部3・3
に対して垂直方向に山部12と谷部13が山・谷・山…谷・
山と波状に連成され、かつ、前記底部1のうち少なくと
も山部12・12…の内部には鉄筋14・14…が配設されて成
ることを特徴としたボックスカルバート用ブロック。
2. A block body B having a substantially rectangular tube shape, in which four surfaces composed of a bottom portion 1, a top portion 2 and side portions 3 and 3 are integrally enclosed, and the side portion 3 is provided on the upper surface of the bottom portion 1.・ 3
The mountain portion 12 and the valley portion 13 are vertical to the mountain / valley / mountain ... valley /
A box culvert block characterized in that it is formed in a wave-like relationship with a mountain, and at least the mountain parts 12, 12, ... Of the bottom part 1 are provided with reinforcing bars 14, 14 ,.
【請求項3】 底部1、頂部2および側部3・3から構
成される四面が一体化して包囲せる大略角筒形のブロッ
ク体Bであって、前記底部1の上面には前記側部3・3
に対して垂直方向に山部12と谷部13が山・谷・山…谷・
山と波状に連成されると共に、前記頂部2には開口部21
が穿設され、その開口部21に蓋体4が嵌着可能に成形さ
れて成ることを特徴としたボックスカルバート用ブロッ
ク。
3. A substantially rectangular prismatic block body B having four surfaces composed of a bottom portion 1, a top portion 2 and side portions 3 and 3, which are integrally enclosed, and the side portion 3 is provided on the upper surface of the bottom portion 1.・ 3
The mountain portion 12 and the valley portion 13 are vertical to the mountain / valley / mountain ... valley /
It is connected to the mountain in a wave shape and has an opening 21 at the top 2.
The box culvert block is characterized in that the lid 4 is formed so that it can be fitted into the opening 21.
【請求項4】 底部1、頂部2および側部3・3から構
成される四面が一体化した大略角筒形の部材であって、
前記底部1の上面には前記側部3・3に対して垂直方向
に山部12と谷部13が山・谷・山…谷・山と波状に連成さ
れて成る複数のブロック体B・B…を水路形成部に沿っ
て筒軸方向に列設し、これらブロック体B・B…の内部
に生コンクリートNを流し込むと共に、前記底部1の山
部12・12…および谷部13・13…上に所要厚みの底打ちコ
ンクリート5を打設し、当該底打ちコンクリート5に筒
軸方向の通水勾配Gを形成してボックスカルバートCを
施工することを特徴としたボックスカルバート施工法。
4. A member having a substantially rectangular tubular shape in which four surfaces, which are composed of a bottom portion 1, a top portion 2 and side portions 3 and 3, are integrated,
On the upper surface of the bottom portion 1, a plurality of block bodies B are formed by ridges 12 and valleys 13 which are vertically connected to the side portions 3 and 3. B ... are lined up in the cylinder axis direction along the water channel forming portion, and while the concrete concrete N is poured into the inside of these block bodies B.B ...., the mountain portions 12.12 ... and the valley portions 13.13 of the bottom portion 1 are formed. A box culvert construction method characterized by placing a bottom-filling concrete 5 of a required thickness on the top, forming a water flow gradient G in the cylinder axis direction on the bottom-filling concrete 5, and constructing a box culvert C.
JP7045619A 1995-03-06 1995-03-06 Block for box culvert and box culvert construction method using it Pending JPH08239891A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7045619A JPH08239891A (en) 1995-03-06 1995-03-06 Block for box culvert and box culvert construction method using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7045619A JPH08239891A (en) 1995-03-06 1995-03-06 Block for box culvert and box culvert construction method using it

Publications (1)

Publication Number Publication Date
JPH08239891A true JPH08239891A (en) 1996-09-17

Family

ID=12724402

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7045619A Pending JPH08239891A (en) 1995-03-06 1995-03-06 Block for box culvert and box culvert construction method using it

Country Status (1)

Country Link
JP (1) JPH08239891A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009097305A (en) * 2007-10-19 2009-05-07 Takaaki Endo Extra-large precast box culvert and construction method of extra-large precast box culvert
US20140314488A1 (en) * 2011-09-16 2014-10-23 Scott D. Aston Bridge system and method including four sided concrete bridge units adapted for promoting sedimentation
EP3164545A4 (en) * 2014-07-01 2018-04-04 Contech Engineered Solutions LLC Bridge system and method including four sided concrete bridge units adapted for promoting sedimentation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009097305A (en) * 2007-10-19 2009-05-07 Takaaki Endo Extra-large precast box culvert and construction method of extra-large precast box culvert
US20140314488A1 (en) * 2011-09-16 2014-10-23 Scott D. Aston Bridge system and method including four sided concrete bridge units adapted for promoting sedimentation
US9481968B2 (en) * 2011-09-16 2016-11-01 Contech Engineered Solutions LLC Bridge system and method including four sided concrete bridge units adapted for promoting sedimentation
US9803326B2 (en) 2011-09-16 2017-10-31 Contech Engineered Solutions LLC Bridge system adapted for promoting sedimentation
EP3164545A4 (en) * 2014-07-01 2018-04-04 Contech Engineered Solutions LLC Bridge system and method including four sided concrete bridge units adapted for promoting sedimentation

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