[go: up one dir, main page]

JP4060026B2 - Stacked steel stone-clad frame revetment structure - Google Patents

Stacked steel stone-clad frame revetment structure Download PDF

Info

Publication number
JP4060026B2
JP4060026B2 JP2000195650A JP2000195650A JP4060026B2 JP 4060026 B2 JP4060026 B2 JP 4060026B2 JP 2000195650 A JP2000195650 A JP 2000195650A JP 2000195650 A JP2000195650 A JP 2000195650A JP 4060026 B2 JP4060026 B2 JP 4060026B2
Authority
JP
Japan
Prior art keywords
steel
frame
stacked
stone
revetment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2000195650A
Other languages
Japanese (ja)
Other versions
JP2002013119A (en
Inventor
昭宏 森田
悟一 矢葺
友一 吉井
謙吾 堀
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.)
Nippon Steel Metal Products Co Ltd
Original Assignee
Nipponn Steel and Sumikin Metal Products 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 Nipponn Steel and Sumikin Metal Products Co Ltd filed Critical Nipponn Steel and Sumikin Metal Products Co Ltd
Priority to JP2000195650A priority Critical patent/JP4060026B2/en
Publication of JP2002013119A publication Critical patent/JP2002013119A/en
Application granted granted Critical
Publication of JP4060026B2 publication Critical patent/JP4060026B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、河川あるいは海岸線等に構築される護岸構造、特には鋼製石詰枠を用い、複数段の段積み型で、前面が直線的な傾斜法面を形成する段積み型鋼製石詰枠護岸構造の技術分野に属する。
【0002】
【従来の技術】
近年、河川や海岸の護岸工事においては、環境に対する優しさの配慮により、従来のコンクリートブロックから、自然石を中詰めしたかごマット等による新しい護岸構造物が使用されるようになった。
【0003】
かごマットによる護岸構造は、図6に例示したように、金網を幅2m〜4m、奥行き1m〜1.5m、高さ0.5mぐらいの箱状に加工したかごマット10を使用し、その中に石礫を投入して1個のブロックが作られる。このかごマットブロックの上に同様の工法で次々にかごマットブロックを積み重ねて所定高さの護岸構造を構築している。かごマット10による護岸工事は、経済性の良さから急速に普及している。
【0004】
【発明が解決しようとする課題】
従来のかごマットによる護岸構造は、かごマット10の構成材が菱形金網であり、強度、剛性がさほど強くなく、施工時に設計通りの形状、精度を出せないことが問題とされている。そのため実際の護岸工事では、図7に例示したように、単管パイプ11等の仮設材を前面上隅部分の稜線方向に予め通して同上隅部分の形状保持を図り、工事終了後に前記単管パイプ11を抜き取る工法が実施されている。したがって、単管パイプ11を取り扱う分だけ、余計な手間と仮設費がかかるという問題があった。
【0005】
また、中詰め石の投入により、かごマット10が簡単にはらみ変形を起こして形状精度を得難いという問題もあった。
【0006】
よって本発明の目的は、上述した従来の問題点を解決することであり、具体的には、形状保持機能が大で、形状精度を確保しやすい鋼製枠体を使用すると共にその現地組立てを容易な構造として施工性に優れたものとなし、また、中詰め石を採用して環境に優しい構成とした段積み型鋼製石詰枠護岸構造を提供することである。
【0007】
【課題を解決するための手段】
上記した従来技術の課題を解決するための手段として、請求項1に記載した発明に係る段積み型鋼製石詰枠護岸構造は、
前面を直線的な傾斜法面に形成した鋼製傾斜枠体の中に石を詰めた河川等護岸用の段積み型鋼製石詰枠護岸構造であって、
最下段に根固め材として石詰めした鋼製枠構造物Bが地盤E中に埋設され、前記根固め用鋼製枠構造物Bの上に、必要段数の鋼製傾斜枠体A 〜A が各々の前面を一直線状に傾斜させて積み重ねられ、
前記鋼製傾斜枠体 〜A は、前面の法面勾配に沿って傾斜した前側柱材1後面の垂直な後側柱材2、及び前記前側柱材1と後側柱材2の上下を結合した上部梁材3および下部梁材4を予め溶接で一体化接合して同形、同大の台形状枠体が形成され、前記台形状枠体は前面の前側柱材1が法面に沿って傾斜する配置とされ、後面は下から上方に向かって順次後方側へ逆階段状に突き出す配置とされ、下段の上部梁材3の上に上段の下部梁材4が積み重ねられボルト止め等の手段で結合されており、必要段数積み重ねた台形状枠体の前面と後面及び両側の端面並びに最上面に、石詰め空間を形成するスクリーン材5および5’と8を現場でボルト止め等の手段で取り付けて各段の鋼製傾斜枠体A 〜A が構成されており
前記各段の複数の鋼製傾斜枠体 〜A が形成する石詰め空間の中に石を詰めた構造であることを特徴とする。
【0012】
請求項記載の発明は、請求項1に記載した段積み型鋼製石詰枠護岸構造において、
鋼製傾斜枠体 〜A の前面と後面及び上面のスクリーン材5、5’は水平方向に取り付けられ、両側端面のスクリーン材8は前側柱材1の傾斜と平行な配置で上下の各梁材3、4及び後側柱材2に取り付けられていることを特徴とする。
【0013】
請求項記載の発明は、請求項1又は2に記載した段積み型鋼製石詰枠護岸構造において、
左右の傾斜した前側柱材1、1の間に取り付ける前面のスクリーン材5には山形鋼が使用され、山形鋼は前側柱材1の内側にその一辺を垂直な向きに配置され、前側柱材1の傾斜を垂直な向きに補償するテーパーワッシャ6を介在させて当てがわれ、前側柱材1の傾斜と等しい角度の傾斜座面7aを持つ丸頭ボルト7を前側柱材1の前側から前記スクリーン材5にまで通してナット9をねじ込み前側柱材1に締結されていることを特徴とする。
【0014】
請求項記載の発明は、請求項1に記載した段積み型鋼製石詰枠護岸構造において、
前側及び後側の柱材1、2と上下の梁材3、4はそれぞれ横断面がT字形の形鋼材とされ、各形鋼材のウェブが台形状枠体の面内に向く配置とされていることを特徴とする。
【0015】
請求項記載の発明は、請求項1又は2若しくは3に記載した段積み型鋼製石詰枠護岸構造において、
前面及び後面のスクリーン材5、5’は鋼製傾斜枠体A 〜A 長手方向に各々平行に配置され、前側および後側の柱材1、2へピン結合されており、各段の鋼製傾斜枠体 〜A は地盤の振動や不同沈下に追随して長手方向に傾斜し又は揺動可能に構成されていることを特徴とする。
【0016】
【発明の実施形態】
以下に、本発明に係る段積み型鋼製石詰枠護岸構造の実施形態を、図1乃至図5に基づいて説明する。
【0017】
本発明の段積み型鋼製石詰枠護岸構造は、図1に示したように、河川や海岸線等に構築されるものであり、好ましくは最下段に、根固め材として地盤中に埋設される鋼製枠構造物Bを石詰め構造として設置する。この石詰めした鋼製枠構造物Bの上に、必要段数の鋼製傾斜枠体A〜Aを、各々の前面(傾斜面)を法勾配に等しく一直線状に配置して積み重ねた構成とされている。石詰めした鋼製枠構造物Bは、やはり形鋼材を使用して直方体形状の鋼製枠体を組み立て、その枠体内に石を詰めて構成される。その大きさ、形状は、段積み型鋼製石詰枠護岸構造の根固め材として適切に設計、製作される。
【0018】
鋼製傾斜枠体A、A、…は、その前面を法勾配に等しい傾斜面に形成されており、各々の傾斜面を一直線状配置して必要段数積み重ね、その枠体の中に石を詰めた構造とされている。
【0019】
各鋼製傾斜枠体A、A、…はそれぞれ同形、同大である。その基本構造は図2に示したように、前面の法勾配に沿って傾斜した前側柱材1、1および後面の垂直な後側柱材2、2と、前後に相対応する配置の前側柱材1と後側柱材2の上下を結合した上部梁材3および下部梁材4と、並びに石詰め空間を形成する各面のスクリーン材5、5’、8とで構成され、前記の各材には形鋼材が使用されている。したがって、従来の菱形金網による護岸構造に比してはるかに高強度、高剛性であり、高い形状保持機能を有しているので、施工時に仮設材を必要としない。また、施工時に石礫を投入しても、従来の菱形金網ようにたわみ変形が発生し難く、施工当初の形態を長く良好に維持する。
【0020】
前側及び後側の柱材1、2と上下の梁材3、4にはそれぞれ、横断面がT字形の形鋼材を使用し、各形鋼材は各々のウェブが枠体の内側に向く配置とし、側面から見た形を台形状に組み立てられている(請求項記載の発明)。但し、図2Bのように前側及び後側の柱材1、2は2本のアングルを背中合せに組合わせたもので同様に実施することができる。
【0021】
各スクリーン材5、5’、8にはそれぞれ、山形鋼(アングル材)が使用されている。各スクリーン材5、5’、8は、前側及び後側の柱材1、2と上下の梁材3、4へ、T形鋼材のフランジ又はウエブを利用してボルト止め等の手段で取り付けられる。
【0022】
但し、左右の傾斜した前側柱材1、1の間に止める前面のスクリーン材5の取り付けに関しては、図3に例示したように、スクリーン材5として山形鋼を、前側支柱1のフランジの内側へその一辺5aを垂直な向きに配置し、前側柱材1の前記傾斜を垂直な向きに補償するL形状のテーパーワッシャ6を介在させて前側柱材1のフランジ内面へ当てがわれる。そして、やはり前側柱材1の傾斜と等しい角度の傾斜座面7aを持つ丸頭ボルト7を前側柱材1の前側から前記スクリーン材5にまで通してナット9をねじ込み前側柱材1にピン状に締結されている(請求項に記載の発明)。従って、丸頭ボルト7には回り止め効果があるほか、河川に流れる流木や石礫の衝突に対して強く、そうした浮遊物の引っ掛かりを防ぐ効果もある。
【0023】
上記のように構成される各鋼製傾斜枠体A、A、…は、下段の上部梁材3の上に上段の下部梁材4を載せ(重ね合せ)、ボルト止め等の手段で一体的に結合して積み重ねられている(以上、請求項1記載の発明)。
【0024】
上記のように構成され組み立てられる各段の鋼製傾斜枠体A、A、…は、製作及び現地組み立ての便宜上の配慮として、傾斜した前側柱材1と垂直な後側柱材2、及び前側柱材1と後側柱材2を結合した上部梁材3および下部梁材4をそれぞれ同形、同大の部材に構成するものとして、各構成部の平準化が図られている。そして、各段の鋼製傾斜枠体A、A、…は、その前面を法面に沿って一直線に傾斜させる結果、各段の鋼製傾斜枠体A、A、…の後面は、図1に例示したように下から上方に向かって順次後方側へ逆階段状に突き出る形態で構築される。
【0025】
上記した製作及び現地組み立ての便宜上の配慮からまた、各段の鋼製傾斜枠体A、A、…は、それらを構成する傾斜した前側柱材1と垂直な後側柱材2、及び前側柱材1と後側柱材2を結合した上部梁材3および下部梁材4をそれぞれ、予め工場或いは現場サイトで一体化接合する組み立てを行い、側面から見た形を図2A、Bのような台形状枠体に形成して使用する。各スクリーン材5、5’、8は現場でボルト止めする手順で軽便に効率の良い構築作業が進められる。
【0026】
結局、各面のスクリーン材5、5’及び8は、図4に示したように、必要段数積み重ねて組み立てを完成した鋼製傾斜枠体A、A、Aの前面と後面、及び両側の端面に取り付けて大きな石詰め空間枠を作ることに寄与し、その空間内へ石礫などの石詰め作業を行う。最後に最上面にスクリーン材を取り付けて塞ぐのである。
【0027】
その場合、各鋼製傾斜枠体A、A、…の前面と後面及び上面のスクリーン材5、5’は水平方向(又は鋼製傾斜枠体の長手方向)にそれぞれ平行に取り付け、両側端面のスクリーン材8は前側柱材1の傾斜と平行な配置で上下の各梁材3、4及び後側柱材2に取り付けられる(請求項記載の発明=図4を参照)。したがって、本発明の護岸構造は幾何学的に整備された形態の美観を発揮する。
【0028】
本発明の段積み型鋼製石詰枠護岸構造において、各鋼製傾斜枠体A、A、…の前面及び後面のスクリーン材5、5’は、図2及び図4に示したように鋼製傾斜枠体の長手方向に各々平行に配置され、各柱材1、1及び2、2とはピン結合とされる。したがって、各段の鋼製傾斜枠体A、A、…は、地盤の振動や不同沈下に対し自在に追随して長手方向に傾斜し又は揺動可能に構成されている(請求項記載の発明)。よって、地盤の振動や不同沈下に対する安定性が大きい。
【0029】
次に、上述の鋼製傾斜枠体Aを使用して本発明の段積み型鋼製石詰枠護岸構造を構築する施工要領を、図5に基づいて説明する。
【0030】
まず図5aは、河川等の護岸を必要とする地盤Eを、鋼製傾斜枠体Aの法勾配と、それに伴う後面の突き出し量にしたがい、下から上方に向かって階段状に床付けの土工を行った段階を示している。
【0031】
図5bは、最下段に、根固め材としての石詰めした鋼製枠構造物Bを、地盤中へ埋設した形に設置した段階を示している。
【0032】
図5cは、前記の石詰めした鋼製枠構造物Bの上に、必要段数の鋼製傾斜枠体A、A、…を段積みする形に組み立てた段階を示している。
【0033】
図5dは、前記のように組み立てた鋼製傾斜枠体A、A、…の枠内に石礫を投入し、投入後は最上面のスクリーン材5を取り付けて構築を完成した段階を示している。
【0034】
【発明の効果】
請求項1〜記載の発明によれば、鋼製傾斜枠体A、A、…が従来のかごマットに比して高強度、高剛性で優れた形状保持機能を有するので、施工時に単管パイプのような仮設材を必要とせず、余分な仮設材料や仮設の手間、仮設費用を省くことができる。鋼製傾斜枠体内に石礫等を投入しても撓み変形が発生し難く、施工時の設計形態を良好に保つ。
【0035】
前側柱材と後側柱材は、上部梁材と下部梁材により連結され、予め溶接で一体化接合して台形状に組み立てたものを使用するので、鋼製傾斜枠体は機械的な強度が大きい構造物にできる。また、鋼製傾斜枠体を予め工場等で精度良く作ることができるので、組み立て施工時の手間を省くとともに品質、精度の高い施工を可能にする。
【0036】
左右の前側柱材間を連結する前面スクリーン材は、剛性が大きい山形鋼でありながら、テーパーワッシャ及び傾斜座部を備えた丸頭ボルトで結合されているので、傾斜した前側柱材に直角にスクリーン材を取り付けることができる。しかもボルトの共回りを防止して施工性の向上に寄与する。
【0037】
鋼製傾斜枠体の柱材及び梁材は、横断面がT字形の形鋼材であり、前記T字形鋼材のウェブは前記傾斜枠体の内側に向く配置とすることで、枠体の強度を高めているとともに、柱材と梁材の結合、及びスクリーン材の結合に好都合としている。
【0038】
各鋼製傾斜枠体の前面及び後面のスクリーン材は水平方向に平行に配設されているから、幾何学的に整備された形態の美観を呈するほか、特に前面および後面のスクリーン材は柱材へピン結合とされ、地盤の振動に追随して長手方向に傾斜・揺動可能に構成されているので、護岸地盤の不同沈下等に自在に追随でき、常に構造的安定性を保ち得るのである。
【図面の簡単な説明】
【図1】本発明に係る段積み型鋼製石詰枠護岸構造の実施形態を示す側面図である。
【図2】Aは鋼製傾斜枠体を示す斜視図、Bは前側及び後側の柱材をアングルで構成した実施形態の斜視図である。
【図3】図2のIII−III線矢視の拡大断面図である。
【図4】段積み型鋼製石詰枠護岸構造の全体像を示す斜視図である。
【図5】a〜dは段積み型鋼製石詰枠護岸構造の施工手順を示す説明図である。
【図6】従来のかごマットによる護岸構造を示す側面図である。
【図7】従来のかごマットによる護岸構造の施工要領を示す斜視図である。
【符号の説明】
A 鋼製傾斜枠体
B 鋼製枠構造物
E 地盤
1 前側柱材
2 後側柱体
3 上部梁材
4 下部梁材
5、5’ スクリーン材
8 スクリーン材
6 テーパーワッシャ
7 丸頭ボルト
7a 傾斜座面
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a revetment structure constructed on a river or a coastline, in particular, a steel stone crate, and a multi-stage stacking type that forms a slope with a straight slope on the front. It belongs to the technical field of closed-wall protection structures.
[0002]
[Prior art]
In recent years, riverbanks and coastal revetments have come to use new revetment structures, such as basket mats filled with natural stones, from conventional concrete blocks, due to consideration for environmental friendliness.
[0003]
As shown in FIG. 6, the revetment structure using a car mat uses a car mat 10 in which a wire net is processed into a box shape having a width of 2 m to 4 m, a depth of 1 m to 1.5 m, and a height of about 0.5 m. A block is made by throwing stones into the stone. A revetment structure with a predetermined height is constructed by successively stacking the car mat blocks on the car mat block in the same manner. The revetment work using the car mat 10 is rapidly spreading due to its economical efficiency.
[0004]
[Problems to be solved by the invention]
The conventional revetment structure using a car mat has a problem that the constituent material of the car mat 10 is a rhombus wire mesh, and the strength and rigidity are not so strong, and the design and shape cannot be obtained at the time of construction. Therefore, in the actual revetment work, as illustrated in FIG. 7, a temporary material such as a single pipe 11 is passed in advance in the ridge line direction of the front upper corner portion so as to maintain the shape of the upper corner portion. A method of removing the pipe 11 is being carried out. Therefore, there is a problem that extra labor and temporary costs are required for handling the single pipe 11.
[0005]
In addition, there is a problem that it is difficult to obtain the shape accuracy because the car mat 10 is easily jammed and deformed by the introduction of the filling stone.
[0006]
Therefore, an object of the present invention is to solve the above-described conventional problems. Specifically, the steel frame body having a large shape holding function and easy to ensure the shape accuracy is used and the on-site assembly is performed. It is an easy structure and excellent in workability, and is intended to provide a staged steel stone-clad frame revetment structure that employs medium-filled stones and is environmentally friendly.
[0007]
[Means for Solving the Problems]
As a means for solving the above-described problems of the prior art, the stacked steel stuffed frame revetment structure according to the invention described in claim 1 is:
It is a stacked steel stone-clad frame revetment structure for river revetment such as rivers packed with stones in a steel inclined frame body with a straight slope slope on the front ,
A steel frame structure B stoned as a root hardening material at the bottom is buried in the ground E, and the steel inclined frame bodies A 1 to A having the required number of steps are placed on the steel frame structure B for root hardening. 4 are stacked with each front inclined in a straight line,
The steel inclined frame bodies A 1 to A 4 are composed of a front column member 1 inclined along a slope of the front surface, a rear column member 2 perpendicular to the rear surface , and the front column member 1 and the rear column member 2. The upper beam member 3 and the lower beam member 4 joined to each other in advance are integrally joined together by welding to form a trapezoidal frame of the same shape and the same size. The rear surface is arranged so as to protrude in the reverse stepwise direction from the bottom upward to the rear side, and the upper lower beam material 4 is stacked on the lower upper beam material 3 so as to be bolted. It is coupled by means of the stop or the like, the front and rear surfaces and both side end faces as well as the top surface of the stacked required number trapezoidal frame, away clean material to form a stone filling space 5 and 5 'and 8 at site The steel inclined frame bodies A 1 to A 4 of each stage are configured by being attached by means such as bolting ,
Characterized in that said a structure filled with stones in a plurality of steel inclined frame member A 1 stone filling space to A 4 is formed in each stage.
[0012]
The invention according to claim 2 is the stacked steel crammed frame revetment structure according to claim 1 ,
Steel inclined frame member A 1 to A of the front and rear surfaces and an upper surface of 4 screen member 5, 5 'is attached to the horizontal direction, the screen material 8 side end face of the upper and lower in a parallel arrangement and inclination of the front pillar 1 It is attached to each beam material 3 and 4 and the rear column material 2, It is characterized by the above-mentioned.
[0013]
The invention according to claim 3 is the stacked steel stuffed frame revetment structure according to claim 1 or 2 ,
The front surface of the screen member 5 installed between the left and right sloped front pillar 1,1 is used angle iron, angle iron is placed the one side in the direction perpendicular to the inner side of the front pillar 1, front pillar material was Zaisa through the taper washer 6 to compensate for the first inclined vertical orientation when We hit, the round head bolt 7 having an inclination equal to the angle of the inclined seat surface 7a of the front pillar 1 from the front side of the front pillar 1 A nut 9 is screwed through the screen material 5 and fastened to the front side column material 1.
[0014]
The invention according to claim 4 is the stacked steel stuffed frame revetment structure according to claim 1 ,
Each of the front and rear column members 1 and 2 and the upper and lower beam members 3 and 4 is a T-shaped section steel, and the web of each section steel member is arranged in the plane of the trapezoid frame. It is characterized by being.
[0015]
The invention according to claim 5 is the stacked steel stuffed frame revetment structure according to claim 1, 2 or 3 ,
Screen material 5,5 of the front and rear surfaces' are respectively parallel arranged in the longitudinal direction of the steel inclined frame member A 1 to A 4, are pin-connected to the pillar 1, 2 of the front and rear, each stage The steel inclined frame bodies A 1 to A 4 are configured to be capable of inclining or swinging in the longitudinal direction following the vibration of the ground and uneven settlement.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
EMBODIMENT OF THE INVENTION Below, embodiment of the stacked type steel-made stone-filled frame revetment structure which concerns on this invention is described based on FIG. 1 thru | or FIG.
[0017]
As shown in FIG. 1, the stacked steel crammed frame revetment structure of the present invention is constructed on a river, a coastline or the like, and is preferably buried in the ground as a rooting material at the lowest level. The steel frame structure B is installed as a stone-filled structure. A structure in which the necessary number of steel inclined frame bodies A 1 to A 4 are stacked on the stone-packed steel frame structure B with the front surfaces (inclined surfaces) arranged in a straight line equal to the normal gradient. that has been the. The steel frame structure B filled with stone is configured by assembling a rectangular steel frame body using a shape steel material and filling the frame body with stones. Its size and shape are appropriately designed and manufactured as a rooting material for the stacked steel stuffed frame revetment structure.
[0018]
The steel inclined frames A 1 , A 2 ,... Are formed with inclined surfaces equal to the normal gradient on the front surface, and each inclined surface is arranged in a straight line and stacked in the required number of steps. The structure is filled with stones.
[0019]
Each of the steel inclined frame bodies A 1 , A 2 ,... Has the same shape and the same size. As shown in FIG. 2, the basic structure is as follows. The front pillars 1 and 1 are inclined along the normal gradient of the front surface, the rear rear pillars 2 and 2 are perpendicular to the rear face, and the front pillars are arranged corresponding to the front and rear. The upper beam member 3 and the lower beam member 4 that join the upper and lower sides of the material 1 and the rear column member 2, and the screen members 5, 5 ', 8 on each surface forming a stone-filled space, Shaped steel is used as the material. Therefore, it has much higher strength and rigidity than the conventional revetment structure using a diamond wire mesh, and has a high shape retaining function, so that no temporary material is required during construction. In addition, even if stones are added at the time of construction, bending deformation is unlikely to occur as in the case of a conventional diamond wire mesh, and the initial form of the construction is maintained long and satisfactorily.
[0020]
Each of the front and rear column members 1 and 2 and the upper and lower beam members 3 and 4 uses a T-shaped section steel, and each section steel is arranged so that each web faces the inside of the frame. The shape seen from the side is assembled in a trapezoidal shape (the invention according to claim 4 ). However, as shown in FIG. 2B, the front and rear column members 1 and 2 are formed by combining two angles back to back, and can be similarly implemented.
[0021]
Each of the screen members 5, 5 ′, 8 is made of angle steel (angle material). The screen members 5, 5 ', 8 are attached to the front and rear column members 1, 2 and the upper and lower beam members 3, 4 by means such as bolting using a T-shaped steel flange or web. .
[0022]
However, regarding the attachment of the front screen member 5 that is stopped between the left and right inclined front column members 1, 1, as shown in FIG. 3, angle steel is used as the screen member 5 to the inside of the flange of the front column 1. its one side 5a placed in vertical orientation, against cracking by Zaisa through the tapered washer 6 L-shaped to compensate for the inclination of the front pillar 1 in the vertical orientation to the flange inner surface of the front pillar 1. Then, a round head bolt 7 having an inclined seating surface 7a having an angle equal to the inclination of the front column 1 is passed from the front side of the front column 1 to the screen member 5 and a nut 9 is screwed into the front column 1 in a pin shape. is fastened to (claim 3). Therefore, the round head bolt 7 has an anti-rotation effect, and is also strong against collisions of driftwood and stone gravel flowing in the river, and has an effect of preventing such floating objects from being caught.
[0023]
Each of the steel inclined frames A 1 , A 2 ,... Configured as described above is mounted (superposed) on the lower beam member 4 on the lower upper beam member 3, and is secured by means such as bolting. They are integrally joined and stacked (the invention according to claim 1).
[0024]
Each of the steel inclined frame bodies A 1 , A 2 ,... Constructed and assembled as described above is a rear column member 2 that is perpendicular to the inclined front column member 1, as a consideration for the convenience of production and field assembly, and isomorphous upper beam member 3 and the lower beam members 4 attached to the front pillar 1 and the rear pillar material 2, respectively, as constituting members of the university, leveling of each component material is achieved. And the steel inclined frame bodies A 1 , A 2 ,... At each stage are rear surfaces of the steel inclined frames A 1 , A 2 ,. is Ru is constructed in the form projecting opposite stepwise to successively rearward toward the bottom upwards as illustrated in Figure 1.
[0025]
In consideration of the convenience of manufacturing and on-site assembly as described above, the steel inclined frame bodies A 1 , A 2 ,... At each stage are composed of the rear column member 2 perpendicular to the inclined front column member 1 and The upper beam member 3 and the lower beam member 4 in which the front column member 1 and the rear column member 2 are combined are assembled in advance at the factory or the site site in advance, and the shape viewed from the side is shown in FIGS. It is used by forming such a trapezoidal frame. Each screen material 5, 5 ', 8-site to mopeds in the procedure to be bolted is efficient construction work Ru underway in.
[0026]
After all, as shown in FIG. 4, the screen members 5, 5 'and 8 on each surface are stacked with the required number of steps, and the front and rear surfaces of the steel inclined frames A 1 , A 2 and A 3 which have been assembled, and It contributes to making a large stone-filled space frame by attaching it to the end faces on both sides, and stone-filling work such as gravel into the space. Finally Ru der occlude attach the screen member to the uppermost surface.
[0027]
In that case, the steel inclined frame member A 1, A 2, ... screen material 5,5 of the front and rear surfaces and the upper surface of 'the mounted parallel respectively (longitudinal or steel tilt frame) horizontally, both sides The screen material 8 at the end face is attached to the upper and lower beam members 3 and 4 and the rear column member 2 in an arrangement parallel to the inclination of the front column member 1 (see invention of claim 2 = see FIG. 4). Therefore, the revetment structure of the present invention exhibits the aesthetic appearance of the geometrically arranged form.
[0028]
In stacking type steel stone packed frame revetment structure of the present invention, as the steel inclined frame member A 1, A 2, ... front and the rear screen material 5, 5 'of, as shown in FIGS. 2 and 4 Are arranged in parallel with each other in the longitudinal direction of the steel inclined frame body, and the column members 1, 1 and 2, 2 are pin-coupled. Accordingly, steel inclined frame member A 1 of each stage, A 2, ... is to follow freely to vibration or differential settlement of the ground and is configured to be tilted or swung in the longitudinal direction (claim 5 Described invention). Therefore, the stability with respect to ground vibration and uneven settlement is great.
[0029]
Next, a construction procedure for constructing the stacked steel stone packed frame revetment structure of the present invention using the above-described steel inclined frame body A will be described with reference to FIG.
[0030]
First, Fig. 5a shows that the ground E that needs revetment, such as a river, is grounded in a staircase from the bottom upward according to the normal gradient of the steel inclined frame A and the amount of protrusion of the rear surface. It shows the stage of performing.
[0031]
FIG. 5b shows a stage in which a steel frame structure B filled with stone as a rooting material is installed in a form embedded in the ground at the bottom.
[0032]
FIG. 5c shows a stage in which the necessary number of steel inclined frame bodies A 1 , A 2 ,... Are stacked on the stone-packed steel frame structure B.
[0033]
FIG. 5d shows a stage in which stone gravel is thrown into the frames of the steel inclined frames A 1 , A 2 ,... Assembled as described above, and the top screen material 5 is attached to complete the construction after the introduction. Show.
[0034]
【The invention's effect】
According to the first to fifth aspects of the invention, the steel inclined frame bodies A 1 , A 2 ,... Have a high strength, high rigidity and an excellent shape maintaining function as compared with the conventional car mat. Temporary materials such as single pipes are not required, and extra temporary materials, temporary labor, and temporary costs can be saved. Even if stones and gravel are thrown into the steel slanted frame, bending deformation is unlikely to occur, and the design form during construction is kept good.
[0035]
The front and rear column members are connected by the upper beam member and the lower beam member, and are pre-integrated by welding and assembled into a trapezoidal shape, so the steel inclined frame has mechanical strength. Can be a large structure. Moreover, since the steel inclined frame body can be made with high accuracy in advance in a factory or the like, it is possible to save time and labor during assembly and to perform construction with high quality and accuracy.
[0036]
The front screen material that connects the left and right front column members is angled steel with high rigidity, but is connected with a round head bolt with a tapered washer and an inclined seat, so it is perpendicular to the inclined front column material. Screen material can be attached. Moreover, it prevents the bolts from rotating together and contributes to the improvement of workability.
[0037]
The column material and the beam material of the steel inclined frame body are shaped steel materials having a T-shaped cross section, and the web of the T-shaped steel material is arranged to face the inside of the inclined frame body, thereby improving the strength of the frame body. In addition to increasing the height, it is convenient for the connection between the column material and the beam material and the screen material.
[0038]
Since the screen materials on the front and rear surfaces of each steel inclined frame are arranged in parallel in the horizontal direction, the screen material on the front and rear surfaces is a pillar material in addition to the aesthetic appearance of the geometrically arranged form. It is connected to the pin, and it is configured to be able to tilt and swing in the longitudinal direction following the vibration of the ground, so it can freely follow the uneven settlement of the revetment ground, etc., and can always maintain structural stability .
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a side view showing an embodiment of a stacked-type steel stone-clad frame revetment structure according to the present invention.
FIG. 2A is a perspective view showing a steel inclined frame body, and FIG. 2B is a perspective view of an embodiment in which front and rear column members are configured with angles.
3 is an enlarged cross-sectional view taken along line III-III in FIG.
FIG. 4 is a perspective view showing an overall image of a stacked steel stuffed frame revetment structure.
FIGS. 5a to 5d are explanatory views showing a construction procedure of a stacked steel stuffed frame revetment structure.
FIG. 6 is a side view showing a revetment structure using a conventional car mat.
FIG. 7 is a perspective view showing a construction procedure of a revetment structure using a conventional car mat.
[Explanation of symbols]
A Steel tilted frame B Steel frame structure E Ground 1 Front column 2 Rear column 3 Upper beam 4 Lower beam 5 5 'Screen material 8 Screen 6 Taper washer 7 Round head bolt 7a Inclined seat surface

Claims (5)

前面を直線的な傾斜法面に形成した鋼製傾斜枠体の中に石を詰めた河川等護岸用の段積み型鋼製石詰枠護岸構造であって、
最下段に根固め材として石詰めした鋼製枠構造物が地盤中に埋設され、前記根固め用鋼製枠構造物の上に、必要段数の鋼製傾斜枠体が各々の前面を一直線状に傾斜させて積み重ねられており、
前記鋼製傾斜枠体は、前面の法面勾配に沿って傾斜した前側柱材後面の垂直な後側柱材、及び前記前側柱材と後側柱材の上下を結合した上部梁材および下部梁材を予め溶接で一体化接合して同形、同大の台形状枠体が形成され、前記台形状枠体は前面の前側柱材が法面に沿って一直線に傾斜する配置とされ、後面は下から上方に向かって順次後方側へ逆階段状に突き出す配置とされ、下段の上部梁材の上に上段の下部梁材が積み重ねられボルト止め等の手段で結合されており、必要段数積み重ねた台形状枠体の前面と後面及び両側の端面並びに最上面に、石詰め空間を形成するスクリーン材を現場でボルト止め等の手段で取り付けて各段の鋼製傾斜枠体が構成されており
前記各段の複数の鋼製傾斜枠体が形成する石詰め空間の中に石を詰めた構造であることを特徴とする、段積み型護岸鋼製石詰枠護岸構造。
It is a stacked steel stone-clad frame revetment structure for river revetment such as rivers packed with stones in a steel inclined frame body with a straight slope slope on the front ,
A steel frame structure filled with stones as rooting material at the bottom is buried in the ground, and a steel inclined frame of the required number of steps is aligned on the front side of the steel frame structure for rooting. And is stacked
The steel inclined frame is composed of a front column member inclined along a slope of a front surface and a rear rear column member perpendicular to the rear surface , and an upper beam member obtained by combining the front column member and the rear column member. The lower beam member is integrally joined in advance by welding to form a trapezoidal frame of the same shape and the same size, and the trapezoidal frame is arranged such that the front columnar material on the front surface is inclined in a straight line along the slope, The rear surface is arranged so that it protrudes backward from the bottom upward in a reverse staircase shape, and the upper lower beam material is stacked on the lower upper beam material and joined by means such as bolting. the front and rear surfaces and both side end faces as well as the top surface of the stacked trapezoidal frame, steel tilting frame in each stage configuration attached by a means bolts or the like in situ away clean material to form a stone filling space Has been
A pile-type revetment steel stone-clad frame revetment structure, characterized in that a stone-filled space formed by a plurality of steel inclined frame bodies at each step is filled with stones .
鋼製傾斜枠体の前面と後面及び上面のスクリーン材は水平方向に取り付けられ、両側端面のスクリーン材は前側柱材の傾斜と平行な配置で上下の各梁材及び後側柱材に取り付けられていることを特徴とする、請求項1に記載した段積み型鋼製石詰枠護岸構造。The screen material on the front, rear and top surfaces of the steel inclined frame is attached in the horizontal direction, and the screen material on both end faces is attached to each of the upper and lower beams and rear column in an arrangement parallel to the inclination of the front column. The stacked steel crammed frame revetment structure according to claim 1, wherein 左右の傾斜した前側柱材の間に取り付ける前面のスクリーン材には山形鋼が使用され、山形鋼は前側柱材の内側にその一辺を垂直な向きに配置され、前側柱材の傾斜を垂直な向きに補償するテーパーワッシャを介在させて当てがわれ、前側柱材の傾斜と等しい角度の傾斜座面を持つ丸頭ボルトを前側柱材の前側から前記スクリーン材にまで通してナットをねじ込み前側柱材に締結されていることを特徴とする、請求項1又は2に記載した段積み型鋼製石詰枠護岸構造。The front of the screen material mounted between the right and left inclined front pillar of the used angle iron, angle iron is placed the one side in a direction perpendicular to the inside of the front pillar, vertical inclination of the front pillar We have hit by Zaisa through a tapered washer to compensate the direction, screw the nut through a round head bolt having an inclined bearing surface inclined equal angle of the front pillar from the front of the front pillar to the screen member front 3. The stacked steel-made stone-filled frame revetment structure according to claim 1 or 2 , wherein the structure is fastened to a pillar material. 前側及び後側の柱材と上下の梁材はそれぞれ横断面がT字形の形鋼材とされ、各形鋼材のウェブが台形状枠体の面内に向く配置とされていることを特徴とする、請求項1に記載した段積み型鋼製石詰枠護岸構造。Each of the front and rear column members and the upper and lower beam members is a T-shaped section steel, and the web of each section steel member is disposed so as to face the surface of the trapezoidal frame. 2. A stacked steel crammed frame revetment structure according to claim 1 . 前面及び後面のスクリーン材は鋼製傾斜枠体の長手方向に各々平行に配置され、前側及び後側の柱材へピン結合されており、各段の鋼製傾斜枠体は地盤の振動や不同沈下に追随して長手方向に傾斜し又は揺動可能に構成されていることを特徴とする、請求項1又は2若しくは3に記載した段積み型鋼製石詰枠護岸構造。The front and rear screen materials are arranged parallel to the longitudinal direction of the steel inclined frame body, and are pin-coupled to the front and rear column members. characterized in that it is configured to be tilted or swung in the longitudinal direction following the subsidence, claim 1 or 2 or stacking type steel stone packed frame revetment structures described 3.
JP2000195650A 2000-06-29 2000-06-29 Stacked steel stone-clad frame revetment structure Expired - Fee Related JP4060026B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000195650A JP4060026B2 (en) 2000-06-29 2000-06-29 Stacked steel stone-clad frame revetment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000195650A JP4060026B2 (en) 2000-06-29 2000-06-29 Stacked steel stone-clad frame revetment structure

Publications (2)

Publication Number Publication Date
JP2002013119A JP2002013119A (en) 2002-01-18
JP4060026B2 true JP4060026B2 (en) 2008-03-12

Family

ID=18694277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000195650A Expired - Fee Related JP4060026B2 (en) 2000-06-29 2000-06-29 Stacked steel stone-clad frame revetment structure

Country Status (1)

Country Link
JP (1) JP4060026B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003313847A (en) * 2002-04-22 2003-11-06 Katsumoto Tanaka Banking work structure and method of banking work
JP4060171B2 (en) * 2002-12-03 2008-03-12 日鐵住金建材株式会社 Steel revetment frame structure for stone filling and its bracket
JP6898088B2 (en) * 2016-12-19 2021-07-07 日鉄建材株式会社 Steel revetment shelf structure

Also Published As

Publication number Publication date
JP2002013119A (en) 2002-01-18

Similar Documents

Publication Publication Date Title
JP2017155574A (en) Construction method of retaining wall
JP4060026B2 (en) Stacked steel stone-clad frame revetment structure
JP2009506234A (en) breakwater
JP5161648B2 (en) Steel slit dam and its repair method
JP2014020013A (en) Block for slope formation, slope structure and slope forming method
KR102153322B1 (en) Compound block and construction method thereof
KR101995451B1 (en) Materials with earthquake response attenuation function and foundation structure of building using thereof
JP4226150B2 (en) Triangular prism frame concrete block for civil engineering structures
JPH0249810A (en) Process for manufacturing dissipating casing and frame used during said process
JP3051082B2 (en) Seawall
KR101977350B1 (en) Buttress Erosion Dam
JP3745990B2 (en) Go frame material, structure using the same, and construction method thereof
JP2006138092A (en) Lightweight roadbed and lightweight ground
JP4226377B2 (en) Steel slit dam
JP7141157B1 (en) Blocks for forming slopes, slope structures, and flood control structures
JPH11264129A (en) Revetment structure
JP3244711U (en) Driftwood trap
KR102237190B1 (en) Multi-Level Debris Flow Energy Reduction Control Facilities
JP5843550B2 (en) Reinforced soil retaining wall and its construction method
KR20030024340A (en) Revetment construction method with assembly steel frame
JP2010084455A (en) Cross beam buttress type open dam
KR20030025366A (en) Soil accumulation method with assembly steel frame
KR100513816B1 (en) Assembly steel frame with fixing element
BE420156A (en)
JP2011149220A (en) Steel frame for sand erosion controlling structure, sand erosion controlling structure constructed using the same, and method of construction thereof

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20041227

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070612

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070803

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20071211

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20071219

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101228

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4060026

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111228

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121228

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121228

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131228

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees