JPS5847812A - Artificial river bed - Google Patents

Artificial river bed

Info

Publication number
JPS5847812A
JPS5847812A JP14630081A JP14630081A JPS5847812A JP S5847812 A JPS5847812 A JP S5847812A JP 14630081 A JP14630081 A JP 14630081A JP 14630081 A JP14630081 A JP 14630081A JP S5847812 A JPS5847812 A JP S5847812A
Authority
JP
Japan
Prior art keywords
artificial
river bed
riverbed
sheet
projection
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
JP14630081A
Other languages
Japanese (ja)
Other versions
JPS6233367B2 (en
Inventor
Toshitaka Omori
淑孝 大森
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.)
Onoda Cement Co Ltd
Original Assignee
Onoda Cement Co Ltd
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 Onoda Cement Co Ltd filed Critical Onoda Cement Co Ltd
Priority to JP14630081A priority Critical patent/JPS5847812A/en
Publication of JPS5847812A publication Critical patent/JPS5847812A/en
Publication of JPS6233367B2 publication Critical patent/JPS6233367B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor

Abstract

PURPOSE:To easily obtain an artificial river bed by a method in which a sheet- form water-proof material with a projection is laid on a desired site, a reinforcing material provided on the water-proof material is fixed with the projection, and then cement mortar is placed. CONSTITUTION:Ground 7 is excavated to form an artificial riverbed-forming site 8. Then, sheeted water-proof material 10 with a projection 9 is laid on the riverbed-forming place 8, and reinforcing material 11, e.g., metal netting 11a, and mesh bar 11b, etc., is provided on the water-proof material 11. The reinforcing material 11 so provided is fixed on the projection 9 by using a fitting part 12, e.g., staple, etc., and then cement mortar 13 is placed on them by trowel coating or spray gun to construct an artificial river bed 6. As needed, natural stones 14 are laid on the artificial river bed.

Description

【発明の詳細な説明】 この発明扛貯水池、沈澱槽、農業用水路等も含めた人工
川床で、金網等の補強部材で補強されたセメントモルタ
ル(以下、フェロセメントという)とシート状防水部材
とを一体的に形成して構築した人工川床に関する。
[Detailed Description of the Invention] This invention uses cement mortar (hereinafter referred to as ferrocement) reinforced with reinforcing members such as wire mesh and sheet-like waterproof members in artificial riverbeds including reservoirs, sedimentation tanks, agricultural waterways, etc. It relates to an artificial river bed that is integrally formed and constructed.

従来、この種の人工川床としては、一般ニ現場打ち鉄筋
コンクリート製のものが大部分で、その概略を第1図に
基いて説明すると、まず、川床施工面の地盤(1) t
 m工する川床の断面形状より相当大きく欅削し、基礎
栗石@を敷き並べ、地固め作業を行う。次いで、配筋と
型枠組立作業終了後コンタリー)1)を打込み、このコ
ンクリート(6)が硬化後脱型する。さらに、コンクリ
ート@表面に化琳: 粧用O天壷石(2)を固定するか、モルタル@により凸
凹の模様等をり轄ることにより人工川床を構築している
Conventionally, most of this type of artificial riverbed has been made of cast-in-place reinforced concrete, and its outline is explained based on Figure 1. First, the ground (1) t
The zelkova was cut to a size considerably larger than the cross-sectional shape of the riverbed to be constructed, the foundation chestnut stones were laid down, and the ground was compacted. Next, after the reinforcing reinforcement and formwork assembly work is completed, contour (1) is poured, and this concrete (6) is removed from the mold after hardening. Furthermore, artificial riverbeds are constructed by fixing decorative O-tenpot stones (2) on the surface of concrete or by creating uneven patterns with mortar.

しかしながら、上述の人工川床は、配筋と型枠の組立作
業に多大な労力を必要とし、しかもコンクリート画が直
線的になりやすい欠点がある。このえめ、川床を凸凹面
に仕上げるためには、脱型後さらにモルタル塗It61
!とし、又川床を自然と調和して蛇行させるには、型枠
及び配筋作業を著しく複雑にするため限足され、川床の
意匠上の制約が多い。また、川床の自重が大きいため、
軟弱地盤上に人工川床を構築する場合は、川床の沈下等
に対する対策を別途講する必要があり、さらに、鉄筋コ
ンクリートの乾燥収縮による亀裂を防ぐため、通常5〜
6s間隔に人工目地を入れる必要がある等、施工性、経
済性の欠点がある。
However, the artificial riverbed described above requires a great deal of labor for reinforcing and assembling formwork, and has the disadvantage that the concrete drawing tends to be straight. In order to finish the river bed with an uneven surface, it is necessary to apply mortar after removing the mold.
! In addition, making the riverbed meander in harmony with nature is limited by the extremely complicated formwork and reinforcement work, and there are many restrictions on the design of the riverbed. In addition, because the river bed has a large weight,
When constructing an artificial riverbed on soft ground, it is necessary to take additional measures to prevent riverbed subsidence, etc. Furthermore, to prevent cracks due to drying shrinkage of reinforced concrete,
There are disadvantages in terms of workability and economy, such as the need to insert artificial joints at 6s intervals.

この発明は上述の欠点を解消し、自由なデザインで自然
と調和し、しかも経済的でその施工も極めて簡単な人工
川床を得ることを目的とし、その構成は人工川床施工面
に突起部を有するシート状防水部材を敷設し、該シート
状防水部材上に配設した補強部材を前記突起部で固足し
、セメントモルタルを打設してなることt41黴とする
The purpose of this invention is to eliminate the above-mentioned drawbacks, and to obtain an artificial river bed that is in harmony with nature with a free design, is economical, and is extremely easy to construct.The structure of the artificial river bed has protrusions on the construction surface. A sheet-like waterproof member is laid down, a reinforcing member placed on the sheet-like waterproof member is fixed with the projections, and cement mortar is cast.

以下、その詳細を図面に基いて説明する。The details will be explained below based on the drawings.

第2図はこの発明における人工川床の概略断面図を示し
、第5図はそのA部拡大図を示す。jg2図及び第5図
において、まず計画している人工川床(6)の断面形状
にそって地盤0を堀削して締め固め、人工川床施工面(
2)を形成する。次いで突起部@)を有するシート状防
水部材@を前記人工川床施工面(6)上に施設し、金網
(11a )及びメツシュ筋(11b )等の補強部材
軸をシート状防水部材軸上に配設する。配設した補強部
材Uをステープル等の固足部材曽を用いて前記突起11
61)上で固足し、セメントモルタル曽をコテで塗り込
むか、モルタルガンで吹きつ妙る等してこの発明の人工
川床(6)が構築される。又、必lIIに応じて天然石
a◆等倉敷設することも可能である。
FIG. 2 shows a schematic sectional view of the artificial river bed in this invention, and FIG. 5 shows an enlarged view of part A thereof. In Figure 2 and Figure 5, first, the ground 0 is excavated and compacted along the cross-sectional shape of the planned artificial riverbed (6), and the artificial riverbed construction surface (
2) Form. Next, a sheet-like waterproofing member @ having protrusions @) is installed on the artificial riverbed construction surface (6), and reinforcing member shafts such as wire mesh (11a) and mesh reinforcement (11b) are arranged on the sheet-like waterproofing member shaft. Set up The provided reinforcing member U is attached to the protrusion 11 using a fixed member such as a staple.
61) The artificial river bed (6) of the present invention is constructed by fixing it on top and applying cement mortar with a trowel or blowing it with a mortar gun. Moreover, it is also possible to lay natural stone a◆ etc. according to necessity.

ここで、前記シート状防水部材@はゴムシートや塩ビ、
ポリエチレン等の合成樹脂で防水性、蔦性に富んだもの
であれば良く、人工川床施工面(8)上に敷設してゴム
エマルジョン等のプライマーを塗布すればセメントモル
タルとの付着強度を高めることもできる。又シート状防
水部材曽の突起部@)は第4図〜第6図に示すように各
種の形状、配列のものが使用可能で6る。すなわち、シ
ート状防水部材軸上に配設した補強部材0が50a+〜
1輌間隔で突起部e)上で固定できるものであれば、そ
の突起部―)は丸形、角形、及び点在するもの連続する
ものを問わず、ランダムにあるいは格子状に若しくはチ
ドリ状に配設したもので嵐い。またこの突起部伽)扛シ
ート状防水部材曽と一体的に成形したものでも嵐く、あ
るいは突起部(9)をシート状防水部材軸上に接着剤等
を使用して貼着したものでもjL%/%。
Here, the sheet-like waterproof member@ is a rubber sheet, PVC,
It can be made of synthetic resin such as polyethylene that is highly waterproof and durable, and if it is laid on the artificial riverbed construction surface (8) and coated with a primer such as rubber emulsion, the adhesion strength with cement mortar can be increased. You can also do it. Furthermore, the protrusions of the sheet-like waterproof member can have various shapes and arrangements as shown in FIGS. 4 to 6. That is, the reinforcing member 0 disposed on the shaft of the sheet-like waterproof member is 50a+~
If it can be fixed on the protrusions e) at intervals of one vehicle, the protrusions e) may be round, square, scattered or continuous, and arranged randomly, in a grid or in a zigzag pattern. It's a storm because of what I installed. In addition, this protrusion (9) may be formed integrally with the sheet-like waterproof member, or the protrusion (9) may be attached to the shaft of the sheet-like waterproof member using an adhesive or the like. %/%.

尚、金網(11m )及びメツシュ筋(11b )等の
補強部材軸社適宜なlI径、網目間隔のものを構築゛C
うJ午用床。規模等におじ、CやlkK、、frL<ゆ
In addition, reinforcing members such as wire mesh (11 m) and mesh reinforcement (11 b) are constructed with appropriate lI diameter and mesh spacing.
UJ afternoon bed. In terms of scale, C, lkK, frL<yu.

合せて使用すれば良い。You can use them together.

以上説明し九この発明の人工川床は型枠等を使用するこ
となく極めて容品に構築することができ、しかも庭園グ
ランにそった自由な断面で自然と調和して蛇行させた人
工川床とすることができる。
As explained above, the artificial riverbed of this invention can be constructed in an extremely elegant manner without using formwork, etc., and has a free cross-section along the garden grounds, meandering in harmony with nature. be able to.

しかも金網及びメツシュ筋をシート状防水部材の突起部
で固定し、7エロセメントとシート状防水部材の一体感
が図られ、従来の鉄筋コンクリート製の人工川床と比較
してに〜%程度の厚さとすることが可能である。従って
自重が軽く、軟弱地盤上にも容Toに人工川床を構築す
ることができ、不等沈下を起ヒしにくい。さらにフェロ
セメント自体乾燥収縮に対するひびわれ抵抗が大きいの
で、人工目地を入れる間隔を鉄筋コンクリートと比較し
て相当大きくすることができ、またたとえフェロセメン
トに亀裂が生じても凰性のあるシート状防水部材を採用
したので漏水のおそれは全くない等の効果を有する。
Moreover, the wire mesh and mesh reinforcement are fixed with the protrusions of the sheet-like waterproofing member, creating a sense of unity between the 7erocement and the sheet-like waterproofing member, and the thickness is approximately 10% less than that of conventional artificial riverbeds made of reinforced concrete. It is possible to do so. Therefore, its own weight is light, it is possible to construct an artificial riverbed even on soft ground, and uneven settlement is less likely to occur. Furthermore, since ferrocement itself has a high resistance to cracking due to drying shrinkage, the intervals between artificial joints can be made considerably larger than with reinforced concrete, and even if cracks occur in ferrocement, sheet-like waterproofing materials can be used. This has the advantage that there is no risk of water leakage.

以上、主として人工川床について述べたが、その他農業
用水路、貯水池、沈澱槽等の人工床に適用できることは
言うまでもない。
The above description has mainly been about artificial riverbeds, but it goes without saying that the present invention can also be applied to other artificial beds such as agricultural waterways, reservoirs, and sedimentation tanks.

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

1g1図は従来の人工川床の概略断面図、第2図はこの
発明の人工川床の概略断面図、第5図は第2図のA部拡
大図%jI4〜第6図社各種シート状鋳木部材の平面図
である。 図中、 (1)・・・地盤、(2)・・・基礎栗石、(6)・・
・コンクリート、(4)−・・天然石、(2)・・・モ
ルタル、(6)・・・人工川床、(至)・・・地盤、(
2)・・・人工川床施工面、@>−・・突起部、曽−・
シート状防水部材、鵠・・・補強部材、曽・・・固定部
材、Hempセメントモルタル、a4−・・天然石 である。 代理人 久 1)秀 隆
Figure 1g1 is a schematic sectional view of a conventional artificial riverbed, Figure 2 is a schematic sectional view of the artificial riverbed of the present invention, and Figure 5 is an enlarged view of section A in Figure 2. It is a top view of a member. In the diagram, (1)...ground, (2)...foundation stone, (6)...
・Concrete, (4) -... Natural stone, (2)... Mortar, (6)... Artificial riverbed, (to)... Ground, (
2)...Artificial riverbed construction surface, @>-...Protrusion, Zeng-...
Sheet-like waterproof member, Moe...Reinforcement member, Zeng...Fixing member, Hemp cement mortar, A4...Natural stone. Agent Hisashi 1) Hidetaka

Claims (1)

【特許請求の範囲】[Claims] 人工川床施工面に突起部を有するシート状防水部材を施
設し、鋏シート状防水部材上に配設した補強部材な前記
突起部で固定し、セメントモルタルを打設してなること
を特徴とする人工川床。
A sheet-like waterproofing member having protrusions is installed on the construction surface of the artificial river bed, and fixed by the protrusions, which are reinforcing members arranged on the scissors sheet-like waterproofing member, and cement mortar is cast. Artificial riverbed.
JP14630081A 1981-09-18 1981-09-18 Artificial river bed Granted JPS5847812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14630081A JPS5847812A (en) 1981-09-18 1981-09-18 Artificial river bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14630081A JPS5847812A (en) 1981-09-18 1981-09-18 Artificial river bed

Publications (2)

Publication Number Publication Date
JPS5847812A true JPS5847812A (en) 1983-03-19
JPS6233367B2 JPS6233367B2 (en) 1987-07-21

Family

ID=15404556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14630081A Granted JPS5847812A (en) 1981-09-18 1981-09-18 Artificial river bed

Country Status (1)

Country Link
JP (1) JPS5847812A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01176126U (en) * 1988-06-01 1989-12-15
JPH01176125U (en) * 1988-05-26 1989-12-15
JPH025421U (en) * 1988-06-20 1990-01-16
KR100711643B1 (en) 2006-05-19 2007-05-02 주식회사 한성종합기술단건축사사무소 The manufacturing structure and method for an artificially created river
US8864423B2 (en) * 2008-01-07 2014-10-21 Firestone Building Products Company, Llc Geomembrane protective cover

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01176125U (en) * 1988-05-26 1989-12-15
JPH01176126U (en) * 1988-06-01 1989-12-15
JPH025421U (en) * 1988-06-20 1990-01-16
KR100711643B1 (en) 2006-05-19 2007-05-02 주식회사 한성종합기술단건축사사무소 The manufacturing structure and method for an artificially created river
US8864423B2 (en) * 2008-01-07 2014-10-21 Firestone Building Products Company, Llc Geomembrane protective cover

Also Published As

Publication number Publication date
JPS6233367B2 (en) 1987-07-21

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