Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3124736B2 - Guide frame for building sheet piles - Google Patents
[go: Go Back, main page]

JP3124736B2 - Guide frame for building sheet piles - Google Patents

Guide frame for building sheet piles

Info

Publication number
JP3124736B2
JP3124736B2 JP09109640A JP10964097A JP3124736B2 JP 3124736 B2 JP3124736 B2 JP 3124736B2 JP 09109640 A JP09109640 A JP 09109640A JP 10964097 A JP10964097 A JP 10964097A JP 3124736 B2 JP3124736 B2 JP 3124736B2
Authority
JP
Japan
Prior art keywords
sheet pile
guide
pile
frame
built
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
JP09109640A
Other languages
Japanese (ja)
Other versions
JPH10298951A (en
Inventor
鋭二郎 川口
Original Assignee
西鉄建機株式会社
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 西鉄建機株式会社 filed Critical 西鉄建機株式会社
Priority to JP09109640A priority Critical patent/JP3124736B2/en
Publication of JPH10298951A publication Critical patent/JPH10298951A/en
Application granted granted Critical
Publication of JP3124736B2 publication Critical patent/JP3124736B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Revetment (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、矢板建込み用の誘
導枠体に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a guide frame for building a sheet pile.

【0002】[0002]

【従来の技術】従来、護岸工事の一形態として、図6に
示すように、犬走り部aの補強工事を行なっており、こ
の際、既設の鋼矢板bの外側方にコンクリート矢板cを
建込んで、犬走り拡張部dを施工している。eは砕石、
fは貧配合コンクリート、gは捨石、hは擁壁、L1は干
潮時の水面、L2は満潮時の水面である。
2. Description of the Related Art Conventionally, as one form of revetment work, as shown in FIG. 6, reinforcement work of a dog running section a is performed, and at this time, a concrete sheet pile c is built outside a steel sheet pile b existing. In addition, the dog running extension d is constructed. e is crushed stone,
f is poor concrete, g is rubble, h is retaining wall, L1 is the water surface at low tide, and L2 is the water surface at high tide.

【0003】そして、コンクリート矢板cの建込み作業
を行なう際には、図7〜図9に示すように、まず、鋼矢
板bより一定間隔を開けた外側位置に誘導杭jを建込
み、同誘導杭jと鋼矢板bとの間に前後枠体形成部k1,k
2 と連結形成部k3とを沿岸に沿わせて組付けることによ
り誘導枠体kを形成し、同誘導枠体kに誘導させてコン
クリート矢板cを建込むようにしている。mは建込み機
の振動部、nは同建込み機の矢板把持部である。
When a concrete sheet pile c is to be built, as shown in FIGS. 7 to 9, first, a guide pile j is built at an outer position spaced apart from the steel sheet pile b by a predetermined distance. Front and rear frame forming parts k1, k between guide pile j and steel sheet pile b
The guide frame k is formed by assembling the 2 and the connection forming portion k3 along the coast, and the concrete guide sheet k is built by guiding the guide frame k. m is a vibration part of the construction machine, and n is a sheet pile gripping part of the construction machine.

【0004】[0004]

【発明が解決しようとする課題】ところが、上記した誘
導枠体kは、次のような課題を有していた。
However, the above-described guide frame k has the following problems.

【0005】 鋼矢板bと誘導杭jとの間で、沿岸に
沿わせて組付け作業を行なわなければならず、しかも、
コンクリート矢板cの建込みが所定の幅だけ完了する
と、続いて、誘導枠体kを解体して、次の建込み位置に
て組付け作業を行なわなければならず、かかる誘導枠体
kの組付け作業と解体作業が煩雑であると共に、手間を
要していた。
[0005] Between the steel sheet pile b and the guide pile j, an assembling operation must be performed along the coast.
When the concrete sheet pile c has been set up by a predetermined width, the guide frame k must be disassembled and assembled at the next setting position. The work of attaching and disassembling is complicated, and requires time and effort.

【0006】 誘導枠体kは、鋼矢板bと誘導杭jと
の間で沿岸に沿わせて組付けており、同誘導枠体kが犬
走り部aよりも下方に位置しているために、干潮時の水
面L1であれば、誘導枠体kの組付け・解体作業、さらに
は、コンクリート矢板の建込み作業が行なえるが、満潮
時の水面L2では、これらの作業が一切行なえず、潮が引
いて作業ができる状態となるまで、待たなければならな
い。
The guide frame k is assembled along the coast between the steel sheet pile b and the guide pile j. Since the guide frame k is located below the dog running section a, If the water surface L1 at low tide, the work of assembling and disassembling the guide frame k can be performed, and furthermore, the work of building concrete sheet piles can be performed.However, at the water surface L2 at high tide, these operations cannot be performed at all. You have to wait until the tide is ready to work.

【0007】 図7に示すように、建込み作業時に、
矢板把持部nが犬走り部aに干渉することがあるため
に、同犬走り部aの一部をはつる必要があり、そのはつ
り作業に手間を要する。
[0007] As shown in FIG.
Since the sheet pile gripping part n may interfere with the dog running part a, it is necessary to break a part of the dog running part a, which requires time and effort for the hanging work.

【0008】[0008]

【課題を解決するための手段】そこで、本発明では、沿
岸と、同沿岸より一定の間隔を開けて水中に建込んだ支
柱との間に横架する矢板建込み用の誘導枠体であって、
誘導枠体は、沿岸に沿って左右方向に伸延する枠体本体
に、建込む矢板の前後面を矢板建込み方向に案内する一
対の矢板案内体と、同矢板の側端面を矢板建込み方向と
略直交する方向に押圧して、矢板の建込み姿勢を規正す
る矢板押圧体とを具備し、一対の矢板案内体は、枠体本
体の前後枠体形成部にそれぞれ多数個の前後側案内ア
ームの基端を左右方向に間隔を開けて取付けると共に
前側案内アーム後下方へ向けて伸延させる一方、後側
案内アーム前下方へ向けて伸延させて、案内アーム
の先端に案内ローラを転動自在に取付け、かつ、左右方
向に隣接する案内ローラ同士の各中央部の間隔は、建込
む矢板の左右幅と略同一となし、かつ、前後方向に対向
する案内ローラ同士の間隔は、建込む矢板の前後幅と略
同一となし、矢板押え体は、前後側枠体形成部間に横架
支持部を着脱自在に横架し、同横架支持部の中途部に上
下方向に伸延する押圧アームの中途部を前後方向の軸線
廻りに回動自在に取付け、同押圧アームの上端部と枠体
本体の左側枠体形成部との間に引張具を介設すると共
に、押圧アームの下端に押圧ローラを取付けて、同押圧
ローラを建込む矢板の側端面に当接させて、同矢板の建
込み姿勢を規正可能としたことを特徴とする矢板建込み
用の誘導枠体を提供せんとするものである。
SUMMARY OF THE INVENTION Accordingly, the present invention provides a guide frame for building a sheet pile, which is laid between a coast and a column built in water at a certain interval from the coast. hand,
The guide frame is composed of a pair of sheet pile guides that guide the front and rear surfaces of the sheet pile to be built in the sheet pile installation direction in a frame body that extends left and right along the coast, and the side end faces of the sheet pile in the sheet pile installation direction. is pressed in a direction substantially perpendicular to, and and a sheet pile pressing member for regulating a construction inclusive posture of the sheet pile, a pair of sheet piles guide body, each plurality of front and rear in the longitudinal side frame forming portion of the frame body Attach the base end of the guide arm with an interval in the left and right direction ,
While allowing distracted toward the lower rear front side guiding arms, the rear guide arm so distracted toward forward and downward, a guide roller mounted rollably to the tip of the guide arm, and the left and right sides
The distance between the guide rollers adjacent to each other at the center is
The width is almost the same as the left and right width of the sheet pile, and they face each other
The distance between the guide rollers to be set is approximately the
The sheet pile holder is detachably mounted on the horizontal support between the front and rear side frame body forming parts, and the middle of the pressing arm extending vertically in the middle of the horizontal support. Attaching the tension tool between the upper end of the pressing arm and the left frame forming part of the frame body, and attaching a pressing roller to the lower end of the pressing arm, It is an object of the present invention to provide a guide frame for building a sheet pile, characterized in that the pressing roller is brought into contact with a side end surface of the sheet pile to be built, thereby enabling a setting posture of the sheet pile to be regulated.

【0009】[0009]

【0010】[0010]

【発明の実施の形態】以下に、本発明の実施の形態につ
いて説明する。
Embodiments of the present invention will be described below.

【0011】すなわち、本発明に係る誘導枠体は、沿岸
と、同沿岸より一定の間隔を開けて水中に建込んだ支柱
との間に横架して、矢板の建込みを円滑かつ確実に行な
うためのものである。
In other words, the guide frame according to the present invention is laid between the shore and a column built in the water at a certain interval from the shore, so that the sheet pile can be smoothly and reliably installed. It is for doing.

【0012】そして、誘導枠体は、沿岸に沿って左右方
向に伸延する枠体本体に、建込む矢板の前後面を矢板建
込み方向に案内する一対の矢板案内体と、同矢板の側端
面を矢板建込み方向と略直交する方向に押圧して、矢板
の建込み姿勢を規正する矢板押圧体とを設けている。
The guide frame includes a pair of sheet pile guides for guiding the front and rear surfaces of the pile to be built in the direction of the pile in the frame body extending in the left-right direction along the coast, and side end faces of the sheet pile. Is pressed in a direction substantially perpendicular to the direction in which the sheet pile is built, and a sheet pile pressing body that regulates the built-in attitude of the sheet pile is provided.

【0013】このようにして、矢板を立込む際には、沿
岸と、同沿岸より一定の間隔を水平に建込んだ支柱との
間に誘導枠体を横架・固定し、一対の矢板案内体間に矢
板を挿入すると共に、同矢板の端面を矢板押圧体により
押圧することにより、矢板を所定の位置に円滑かつ確実
に建込むことができる。
In this way, when the sheet pile is erected, the guide frame is suspended and fixed between the shore and the column which is erected horizontally at a certain distance from the shore, and a pair of sheet pile guides is provided. By inserting the sheet pile between the bodies and pressing the end face of the sheet pile with the sheet pile pressing body, the sheet pile can be smoothly and reliably erected at a predetermined position.

【0014】そして、上記矢板に連続させて次の矢板を
同様に立込む作業を、順次繰返し行なうことにより護岸
用の壁体を構築することができる。
[0014] Then, by successively repeating the operation of continuously setting the next sheet pile in succession with the above-mentioned sheet pile, a wall for revetment can be constructed.

【0015】この際、誘導枠体内の略全幅にわたって矢
板を建込んだ後は、同誘導枠体の固定を解除して、壁体
構築方向に誘導枠体を移動させることにより、上記壁体
の構築を円滑に行なうことができ、誘導枠体の組付け作
業や解体作業の手間を要しない。
At this time, after the sheet pile has been erected over substantially the entire width in the guide frame, the guide frame is released from being fixed, and the guide frame is moved in the wall construction direction, so that the above-mentioned wall is constructed. The construction can be performed smoothly, and the work of assembling and disassembling the guide frame is not required.

【0016】しかも、誘導枠体は、沿岸と支柱との間に
横架して固定するために、潮の干満に関係なく矢板の建
込み作業を行なうことができ、作業能率が向上して、工
期の大幅な削減が図れる。
In addition, since the guide frame is horizontally fixed between the shore and the column, the work of laying sheet piles can be performed irrespective of the ebb and flow of the tide, and the work efficiency is improved. The construction period can be significantly reduced.

【0017】さらに、誘導枠体に設けた一対の矢板案内
体に矢板を案内させながら、同矢板を建込むことができ
るために、建込み作業時に矢板把持部が犬走り部に干渉
するのを回避することができ、その結果、犬走り部をは
つる必要性がなくなって、この点からも作業能率が向上
して、工期の大幅な削減が図れる。
Further, since the sheet pile can be built while guiding the sheet pile to the pair of sheet pile guides provided on the guide frame, it is possible to prevent the sheet pile gripping part from interfering with the dog running part during the construction work. As a result, there is no need to attach the dog running section, and the work efficiency can be improved from this point, and the construction period can be significantly reduced.

【0018】一対の矢板案内体は、枠体本体の前後枠体
形成部に、それぞれ前後側案内アームの基端を取付け、
前側案内アームを後下方へ向けて伸延させると共に、後
側案内アームを前下方へ向けて伸延させて、両案内アー
ムの先端に案内ローラを転動自在に取付け、両案内ロー
ラの間隔を建込む矢板の前後幅と略同一となしている。
The pair of sheet pile guides are respectively provided with the base ends of the front and rear guide arms at the front and rear frame forming portions of the frame main body.
Extend the front guide arm rearward and downward, and extend the rear guide arm forward and downward, and install the guide rollers at the tips of both guide arms so as to roll freely, and establish the gap between both guide rollers. It is almost the same as the width of the sheet pile.

【0019】このようにして、矢板を前後一対の転動ロ
ーラ間に矢板を挿入して、同矢板を建込むことにより、
同矢板を所定の位置にスムーズに建込むことができて、
騒音の発生をなくすことができると共に、矢板の損傷を
防止することができる。
In this way, the sheet pile is inserted between the pair of front and rear rolling rollers, and the sheet pile is erected.
The sheet pile can be laid smoothly in place,
The generation of noise can be eliminated, and the sheet pile can be prevented from being damaged.

【0020】矢板押え体は、前後側枠体形成部間に横架
支持部を着脱自在に横架し、同横架支持部の中途部に上
下方向に伸延する押圧アームの中途部を前後方向の軸線
廻りに回動自在に取付け、同押圧アームの上端部と枠体
本体の左側枠体形成部との間に引張具を介設すると共
に、押圧アームの下端に押圧ローラを取付けて、同押圧
ローラを建込む矢板の側端面に当接させて、同矢板の建
込み姿勢を規正可能としている。
The sheet pile presser has a horizontal support portion detachably mounted between the front and rear frame forming portions, and a middle portion of the pressing arm extending vertically in a middle portion of the horizontal support portion. And a tensioning tool is interposed between the upper end of the pressing arm and the left frame forming portion of the frame body, and a pressing roller is mounted on the lower end of the pressing arm. The pressing roller is brought into contact with the side end face of the sheet pile in which the sheet pile is to be built, so that the setting posture of the sheet pile can be adjusted.

【0021】このようにして、転動ローラを矢板側端面
に当接させ、引張具により押圧アームを引張することに
より、転動ローラを矢板の側端面に押圧させて、同矢板
の建込み姿勢を規正することができる。
In this way, the rolling roller is brought into contact with the end face of the sheet pile, and the pressing arm is pulled by the pulling tool, whereby the rolling roller is pressed against the side end face of the sheet pile, and the standing posture of the sheet pile is set. Can be regulated.

【0022】従って、矢板を垂直に建込むことができ
て、護岸用の壁体を整然と構築することができる。
Therefore, the sheet pile can be erected vertically, and the wall for revetment can be constructed neatly.

【0023】[0023]

【実施例】以下に、本発明の実施例を図面を参照しなが
ら説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0024】図1及び図2に示すAは、本発明に係る誘
導枠体であり、同誘導枠体Aは、沿岸Bに沿って左右方
向に伸延する枠体本体1に、建込むコンクリート製の矢
板Cの前後面を矢板建込み方向に案内する前後一対の矢
板案内体2,3と、同矢板Cの側端面を矢板建込み方向
と略直交する方向に押圧して、矢板Cの建込み姿勢を規
正する矢板押圧体4とを設けて構成している。5は、沿
岸Bより一定の間隔を開けて水中に建込んだ支柱、5a
は、支柱5の上端部に流した受体、6は、矢板建込み基
準位置に建込んだ基準支柱である。
A shown in FIGS. 1 and 2 is a guide frame according to the present invention. The guide frame A is a concrete frame built in a frame body 1 extending in the left-right direction along a coast B. And a pair of front and rear sheet pile guides 2 and 3 for guiding the front and rear surfaces of the sheet pile C in the sheet pile construction direction, and pressing the side end faces of the sheet pile C in a direction substantially orthogonal to the sheet pile construction direction to construct the sheet pile C. And a sheet pile pressing body 4 for regulating the insertion posture. 5 is a column built underwater at a certain interval from coast B, 5a
Is a receiver that has flowed to the upper end of the support 5, and 6 is a reference support built at the reference position of the sheet pile.

【0025】枠体本体1は、図1及び図2に示すよう
に、左右方向に伸延する前後一対の前後側枠体形成部1
0,11 と、前後方向に伸延する左右一対の左右側枠体形
成部12,13 とから横長矩形枠状に形成しており、前後側
枠体形成部10,11 の上面部には、後述する矢板押圧体4
を固定する固定ボルト14を挿通するためのボルト挿通孔
15を形成している。16は、後側枠体形成部11に突設した
固定用ブラケット、16a は固定ボルト孔、17は、吊上げ
用連結ブラケット、17a は連結孔である。
As shown in FIGS. 1 and 2, the frame body 1 includes a pair of front and rear frame forming portions 1 extending in the left-right direction.
0, 11 and a pair of left and right side frame forming portions 12 and 13 extending in the front and rear direction are formed in a horizontally long rectangular frame shape, and the upper surface portions of the front and rear side frame forming portions 10 and 11 are described later. Sheet pile pressing body 4
Bolt holes for inserting fixing bolts 14 for fixing
Forming 15. Reference numeral 16 denotes a fixing bracket protruding from the rear frame forming portion 11, 16a denotes a fixing bolt hole, 17 denotes a lifting connection bracket, and 17a denotes a connection hole.

【0026】前側の矢板案内体2は、図1〜図4に示す
ように、前側枠体形成部10の下面部に多数個の前側案内
アーム20の基端を左右方向に間隔を開けて取付け、各前
側案内アーム20を後下方へ向けて伸延させると共に、同
前側案内アーム20の先端に、案内ローラ21を左右方向に
軸線を向けたローラ支軸22により転動自在に取付けてい
る。
As shown in FIGS. 1 to 4, the front sheet pile guide 2 is attached to the lower surface of the front frame forming portion 10 with base ends of a large number of front guide arms 20 spaced apart in the left-right direction. Each of the front guide arms 20 is extended rearward and downward, and a guide roller 21 is rotatably mounted on a front end of the front guide arm 20 by a roller support shaft 22 whose axis is oriented in the left-right direction.

【0027】ここで、左右方向に隣接する案内ローラ2
1,21 の各中央部の間隔は、建込む矢板Cの左右幅と略
同一となるように配置している。
Here, the guide roller 2 adjacent in the left-right direction
1, 21 are arranged so that the interval between the central portions thereof is substantially the same as the left and right width of the pile sheet C to be built.

【0028】後側の矢板案内体3は、図1〜図4に示す
ように、上記前側矢板案内体2と前後に対向させて配設
しており、後側枠体形成部11の側面部に多数個の後側案
内アーム23の基端を取付け、各後側案内アーム23を前方
へ伸延させると共に、前下方へ向けて伸延させて、同後
側案内アーム23の先端に、案内ローラ24を左右方向に軸
線を向けたローラ支軸25により転動自在に取付けてい
る。
As shown in FIGS. 1 to 4, the rear sheet pile guide 3 is disposed so as to face the front sheet pile guide 2 in the front-rear direction. The rear ends of the rear guide arms 23 are attached to the rear ends of the rear guide arms 23, and the rear ends of the rear guide arms 23 are extended forward and downward. Are rotatably mounted by a roller support shaft 25 whose axis is oriented in the left-right direction.

【0029】ここで、前後側矢板案内体2,3の案内ロ
ーラ21,24 は、前後方向に略同一高さで対向させ、矢板
Cの前後幅と略同一間隔を開けて対向させている。
Here, the guide rollers 21, 24 of the front and rear sheet pile guides 2, 3 are opposed to each other at substantially the same height in the front and rear direction, and are opposed to each other at substantially the same interval as the front and rear width of the sheet pile C.

【0030】矢板押圧体4は、図1〜図4に示すよう
に、前後側枠体形成部10,11 間に、前後方向に伸延する
横架支持部30を着脱自在に横架し、同横架支持部30の下
面中途部に枢支ブラケット31を右側方へ向けて突設する
一方、上下方向に伸延する押圧アーム32の中途部に枢支
ブラケット33を左側方へ向けて突設して、両枢支ブラケ
ット31,33 同士を前後方向に軸線を向けた枢軸34により
連結して、押圧アーム32を枢軸34を中心に回動自在とな
している。
As shown in FIGS. 1 to 4, the sheet pile presser 4 has a horizontally extending support portion 30 extending in the front-rear direction between the front and rear frame body forming portions 10 and 11, which is detachably mounted. A pivot bracket 31 projects rightward in the middle of the lower surface of the horizontal support portion 30, and a pivot bracket 33 projects leftward in the middle of the pressing arm 32 extending in the vertical direction. Thus, the two support brackets 31, 33 are connected to each other by a pivot 34 whose axis is oriented in the front-rear direction, so that the pressing arm 32 is rotatable about the pivot 34.

【0031】しかも、押圧アーム32の上端部と左側枠体
形成部12との間には引張具35を介設すると共に、押圧ア
ーム32の下端部に押圧ローラ36をローラ支持ブラケット
37を介して前後方向に軸線を向けたローラ支軸38により
転動自在に取付けている。
In addition, a tensioning tool 35 is provided between the upper end of the pressing arm 32 and the left frame forming portion 12, and a pressing roller 36 is mounted on the lower end of the pressing arm 32 by a roller support bracket.
It is rotatably mounted by a roller support shaft 38 whose axis is oriented in the front-rear direction via 37.

【0032】そして、横架支持部30は、下面前後端部に
それぞれ連結ブラケット40,40 を左右方向に張出し状に
突設し、各連結ブラケット40,40 に、前後側枠体形成部
10,11 に形成したボルト挿通孔15と符合する固定ボルト
孔41,41 を形成し、符合した両孔15,41 内に固定ボルト
42を挿通して固定している。43はナットである。
The horizontal support portion 30 has connecting brackets 40, 40 projecting from the front and rear end portions of the lower surface in a laterally extending manner, respectively.
Fixing bolt holes 41, 41 corresponding to the bolt insertion holes 15 formed in 10, 10 and 11 are formed, and the fixing bolts are inserted in the matching holes 15, 41.
42 is inserted and fixed. 43 is a nut.

【0033】引張具35は、図2及び図3に示すように、
押圧アーム32の上端部に大径滑車45を取付ブラケット46
を介して取付ける一方、左側枠体形成部12に小径滑車47
を取付ブラケット48を介して取付け、両滑車45,47 間に
ワイヤ49を掛廻し、同ワイヤ49の一側部に巻取調節体50
を設けている。51は巻取調節レバーである。
As shown in FIG. 2 and FIG.
Attach the large diameter pulley 45 to the upper end of the pressing arm 32 with the mounting bracket 46
And a small-diameter pulley 47 is attached to the left frame forming portion 12.
Is attached via a mounting bracket 48, a wire 49 is wound between the pulleys 45 and 47, and a winding adjuster 50 is attached to one side of the wire 49.
Is provided. Reference numeral 51 denotes a winding adjustment lever.

【0034】このようにして、巻取調節体50の巻取調節
レバー51を操作してワイヤ49を巻取ることにより、押圧
アーム32を枢軸34を中心に傾動させて、同押圧アーム32
の下端部に取付けた押圧ローラ36を建込む矢板Cの左側
端面に押圧させて、同矢板Cの建込み姿勢を規正するこ
とができるようにしている。
In this manner, by operating the winding adjusting lever 51 of the winding adjusting body 50 and winding the wire 49, the pressing arm 32 is tilted about the pivot 34 so that the pressing arm 32 is tilted.
A pressing roller 36 attached to the lower end of the sheet pile C is pressed against the left end face of the pile sheet C to be erected, so that the erected posture of the sheet pile C can be regulated.

【0035】また、上記とは反対の操作をすることによ
り、押圧ローラ36による押圧を解除することができるよ
うにしている。
By performing the operation opposite to the above, the pressing by the pressing roller 36 can be released.

【0036】次に、上記のように構成した誘導枠体Aを
使用して、矢板Cを建込む作業手順について説明する。
Next, an operation procedure for erection of the sheet pile C using the guide frame A constructed as described above will be described.

【0037】 図1に示すように、沿岸Bと支柱5,
5に突設した受体5a,5a 間に誘導枠体Aを横架し、沿岸
Bに、固定用ブラケット16に形成した固定ボルト孔16a
中を通して固定ボルト14を打込んで固定する。
As shown in FIG. 1, the coast B and the struts 5,
The guide frame A is laid horizontally between the receivers 5a, 5a protruding from the base 5 and a fixing bolt hole 16a formed in the fixing bracket 16 is provided along the coast B.
The fixing bolt 14 is driven through and fixed.

【0038】 図1に示すように、基準支柱6に、吊
込んだ第1の矢板Cの右側端面を当接させると共に、同
矢板Cを前後に対向する案内ローラ21,24 間に挿入し、
さらに、巻取調節体50の巻取調節レバー51を操作して、
押圧ローラ36を矢板Cの左側端面に押圧させる。
As shown in FIG. 1, the right end face of the suspended first sheet pile C is brought into contact with the reference column 6, and the sheet pile C is inserted between the guide rollers 21 and 24 facing the front and rear,
Further, by operating the winding adjusting lever 51 of the winding adjusting body 50,
The pressing roller 36 is pressed against the left end face of the sheet pile C.

【0039】かかる状態にて、矢板Cを建込み機Eによ
り矢板Cに振動を加えながら同矢板Cを立込む。
In this state, the sheet pile C is set up while applying vibration to the sheet pile C by the construction machine E.

【0040】 図1に示すように、上記のようにして
建込んだ第1の矢板Cに対して、巻取調節レバー51を操
作して、押圧ローラ36による押圧を解除し、同状態にて
同矢板Cに、吊込んだ第2の矢板Cの右側端面を当接さ
せると共に、同矢板Cを前後に対向する案内ローラ21,2
4 間に挿入し、さらに、巻取調節レバー51を操作して押
圧ローラ36を第2の矢板Cの左側端面に押圧させる。
As shown in FIG. 1, the take-up adjustment lever 51 is operated on the first sheet pile C erected as described above to release the pressing by the pressing roller 36, and in the same state. The right end face of the suspended second sheet pile C is brought into contact with the sheet pile C, and the guide rollers 21 and 2 oppose the sheet pile C back and forth.
Then, the pressing roller 36 is pressed against the left end face of the second sheet pile C by operating the winding adjusting lever 51.

【0041】かかる状態にて、建込み機により矢板Cに
振動を加えながら、同矢板Cを建込む。
In this state, the sheet pile C is built while applying vibration to the sheet pile C by the construction machine.

【0042】この際、矢板押圧体4は、建込む矢板Cと
の間隔を勘案して適宜固定位置を変更して、所望の押圧
力を建込む矢板Cの左側端面に作用させることができる
ようにしている。
At this time, the fixed position of the sheet pile pressing body 4 is appropriately changed in consideration of the interval between the sheet pile C to be built, and a desired pressing force can be applied to the left end face of the sheet pile C to be built. I have to.

【0043】すなわち、横架支持部30の連結ブラケット
40,40 に形成した固定ボルト孔41を所望のボルト挿通孔
15に符合させて、両孔15,41 中に固定ボルト42を挿通し
てナット43を締付けることにより、固定位置を変更する
ことができる。
That is, the connection bracket of the horizontal support 30
Fix the fixing bolt holes 41 formed at 40, 40 into the desired bolt insertion holes.
The fixing position can be changed by inserting the fixing bolt 42 into the holes 15 and 41 and tightening the nut 43 so as to correspond to the position 15.

【0044】 図5に示すように、誘導枠体A内の左
右全幅にわたって矢板Cを建込み、その後、同誘導枠体
Aを固定している固定ボルト14を抜き取って、誘導枠体
Aを吊上げ用連結ブラケット17を介して吊上げ機(図示
せず)により吊上げると共に、左側方へ移動させ、同位
置にて上記〜の各作業を繰返して、順次矢板Cを建
込む。
As shown in FIG. 5, the sheet pile C is erected over the entire width of the guide frame A in the left and right directions. Thereafter, the fixing bolts 14 fixing the guide frame A are removed, and the guide frame A is lifted. While being lifted by a lifting machine (not shown) via the connecting bracket 17 for moving, it is moved to the left side, and the above operations (1) to (5) are repeated at the same position to sequentially build the sheet pile C.

【0045】 図5に示すように、上記〜を繰返
すことにより、沿岸Bに沿って護岸用の壁体Dを構築す
ることができる。
As shown in FIG. 5, by repeating the above, a wall D for revetment can be constructed along the coast B.

【0046】[0046]

【発明の効果】本発明によれば、次のような効果が得ら
れる。
According to the present invention, the following effects can be obtained.

【0047】 本発明では、誘導枠体は、沿岸に沿っ
て左右方向に伸延する枠体本体に、建込む矢板の前後面
を矢板建込み方向に案内する一対の矢板案内体と、同矢
板の側端面を矢板建込み方向と略直交する方向に押圧す
る矢板押圧体とを具備しているため、矢板を建込む際に
は、沿岸と、同沿岸より一定の間隔を開けて垂直に建込
んだ支柱との間に誘導枠体を横架・固定し、一対の矢板
案内体間に矢板を挿入すると共に、同矢板の一側端面を
矢板押圧体により押圧して、建込み姿勢を規正すること
により、矢板を所定の位置に円滑かつ確実に建込むこと
ができる。
In the present invention, the guide frame includes a pair of sheet pile guides for guiding the front and rear surfaces of the pile to be built in the direction of the pile in the frame main body extending in the left-right direction along the coast, and a pair of sheet pile guides. Since it has a sheet pile pressing body that presses the side end face in a direction substantially perpendicular to the sheet pile installation direction, when laying a sheet pile, it is erected vertically along the coast and at a certain interval from the coast. The guide frame is horizontally suspended and fixed between the support pillars, the sheet pile is inserted between the pair of sheet pile guides, and one side end face of the sheet pile is pressed by the sheet pile pressing body to regulate the erected posture. Thus, the sheet pile can be smoothly and reliably erected at a predetermined position.

【0048】そして、上記矢板に連続させて、次の矢板
を同様に建込む作業を、順次繰返し行なうことにより、
護岸用の壁体を構築することができる。
Then, by successively and repeatedly performing the work of continuously building the next sheet pile in succession to the above-mentioned sheet pile,
A wall for revetment can be constructed.

【0049】この際、誘導枠体内の略全幅にわたって矢
板を建込んだ後は、同誘導枠体の固定を解除して、壁体
構築方向に誘導枠体を移動させることにより、上記壁体
の構築を円滑に行なうことができ、誘導枠体の組付け作
業や解体作業の手間を要しない。
At this time, after the sheet pile has been erected over substantially the entire width of the guide frame, the guide frame is released from being fixed, and the guide frame is moved in the wall construction direction, so that the above-mentioned wall is constructed. The construction can be performed smoothly, and the work of assembling and disassembling the guide frame is not required.

【0050】しかも、誘導枠体は、沿岸と支柱との間に
横架して固定するために、潮の干満に関係なく矢板の建
込み作業を行なうことができ、作業能率が向上して、工
期の大幅な削減が図れる。
In addition, since the guide frame is horizontally fixed between the shore and the column, the work of laying sheet piles can be performed irrespective of the ebb and flow of the tide, and the work efficiency is improved. The construction period can be significantly reduced.

【0051】さらに、誘導枠体に設けた一対の矢板案内
体に矢板を案内させながら、同矢板を建込むことができ
るために、建込み作業時に矢板把持部が犬走り部に干渉
するのを回避することができ、その結果、犬走り部をは
つる必要性がなくなって、この点からも作業能率が向上
して、工期の大幅な削減が図れる。
Further, since the sheet pile can be erected while guiding the sheet pile to the pair of sheet guide members provided on the guide frame, it is possible to prevent the sheet pile gripper from interfering with the dog running part during the erection work. As a result, there is no need to attach the dog running section, and the work efficiency can be improved from this point, and the construction period can be significantly reduced.

【0052】 本発明では、一対の矢板案内体は、枠
体本体の前後側枠体形成部にそれぞれ多数個の前後側案
内アームの基端を左右方向に間隔を開けて取付けると共
に、前側案内アームは後下方へ向けて伸延させる一方、
後側案内アームは前下方へ向けて伸延させて、各案内ア
ームの先端に案内ローラを転動自在に取付け、かつ、左
右方向に隣接する案内ローラ同士の各中央部の間隔は、
建込む矢板の左右幅と略同一となし、かつ、前後方向に
対向する案内ローラ同士の間隔は、建込む矢板の前後幅
と略同一となしているため、矢板を前後一対の転動ロー
ラ間に挿入して建込むことにより、同矢板を所定の位置
にスムーズに建込むことができて、騒音の発生をなくす
ことができると共に、矢板の損傷を防止することができ
る。
In the present invention, the pair of sheet pile guides are attached to the front and rear frame forming portions of the frame body with the base ends of the plurality of front and rear guide arms being spaced apart in the left-right direction, respectively. Extends backward and downward,
The rear guide arm extends forward and downward, and a guide roller is rotatably attached to the tip of each guide arm, and the interval between the center portions of the guide rollers adjacent to each other in the left-right direction is:
The left and right widths of the sheet pile to be built are assumed to be substantially the same, and the spacing between the guide rollers facing in the front-back direction is substantially the same as the front and rear width of the sheet pile to be built. By inserting the sheet pile into the sheet pile, the sheet pile can be smoothly built at a predetermined position, noise can be eliminated, and damage to the sheet pile can be prevented.

【0053】 本発明では、矢板押え体は、前後側枠
体形成部間に横架支持部を着脱自在に横架し、同横架支
持部の中途部に上下方向に伸延する押圧アームの中途部
を前後方向の軸線廻りに回動自在に取付け、同押圧アー
ムの上端部と枠体本体の左側枠体形成部との間に引張具
を介設すると共に、押圧アームの下端に押圧ローラを取
付けて、同押圧ローラを建込む矢板の側端面に当接させ
て、同矢板の建込み姿勢を規正可能としているため、転
動ローラを矢板側端面に当接させ、引張具により押圧ア
ームを引張することにより、転動ローラを矢板の側端面
に押圧させて、同矢板の建込み姿勢を規正することがで
きる。
In the present invention, the sheet pile presser is configured such that the horizontal support is detachably mounted between the front and rear frame forming portions, and the pressing arm extends vertically in the middle of the horizontal support. Part is rotatably mounted around an axis in the front-rear direction, a tensioning tool is interposed between the upper end of the pressing arm and the left frame forming portion of the frame body, and a pressing roller is provided at the lower end of the pressing arm. After mounting, the pressing roller is brought into contact with the side end surface of the sheet pile in which it is built, so that the setting posture of the sheet pile can be adjusted.The rolling roller is brought into contact with the sheet pile side end face, and the pressing arm is pulled by a tensioning tool. By pulling the rolling sheet, the rolling roller is pressed against the side end face of the sheet pile, so that the standing posture of the sheet pile can be regulated.

【0054】従って、矢板を垂直に建込むことができ
て、護岸用の壁体を整然と構築することができる。この
際、矢板押圧体は、建込む矢板との間隔を勘案して、前
後側枠体形成部間に着脱自在に横架した横架支持部の固
定位置を適宜変更することにより、所望の押圧力を建込
む矢板の左側端面に作用させることができる。
Therefore, the sheet pile can be erected vertically, and the wall for revetment can be constructed in an orderly manner. At this time, by taking into account the interval between the sheet piles to be erected and the fixing position of the horizontal support portion that is detachably mounted between the front and rear frame forming portions, the desired position of the sheet pile pressing body can be changed. Pressure can be applied to the left end face of the pile to be built.

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

【図1】本発明に係る誘導枠体の平面説明図。FIG. 1 is an explanatory plan view of a guide frame according to the present invention.

【図2】同誘導枠体の側面図。FIG. 2 is a side view of the guide frame.

【図3】同誘導枠体の使用状態背面説明図。FIG. 3 is an explanatory rear view of a state of use of the guide frame.

【図4】同誘導枠体の使用状態側面図。FIG. 4 is a side view of the use state of the guide frame.

【図5】同誘導枠体の使用状態平面説明図。FIG. 5 is an explanatory plan view of a state of use of the guide frame.

【図6】従来の護岸工事の断面側面説明図。FIG. 6 is an explanatory cross-sectional side view of a conventional revetment work.

【図7】従来の矢板の建込み作業の断面側面説明図。FIG. 7 is an explanatory cross-sectional side view of a conventional sheet pile erection work.

【図8】同断面平面説明図。FIG. 8 is a sectional plan view of the same.

【図9】同側面説明図。FIG. 9 is an explanatory side view of the same.

【符号の説明】[Explanation of symbols]

A 誘導枠体 B 沿岸 C 矢板 1 枠体本体 2 矢板案内体 3 矢板案内体 4 矢板押圧体 A guide frame B coastal C sheet pile 1 frame body 2 sheet pile guide 3 sheet pile guide 4 sheet pile press

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 沿岸と、同沿岸より一定の間隔を開けて
水中に建込んだ支柱との間に横架する矢板建込み用の誘
導枠体であって、 誘導枠体は、沿岸に沿って左右方向に伸延する枠体本体
に、建込む矢板の前後面を矢板建込み方向に案内する一
対の矢板案内体と、同矢板の側端面を矢板建込み方向と
略直交する方向に押圧して、矢板の建込み姿勢を規正す
る矢板押圧体とを具備し、 一対の矢板案内体は、枠体本体の前後枠体形成部にそ
れぞれ多数個の前後側案内アームの基端を左右方向に間
隔を開けて取付けると共に、前側案内アーム後下方へ
向けて伸延させる一方、後側案内アーム前下方へ向け
て伸延させて、案内アームの先端に案内ローラを転動
自在に取付け、かつ、左右方向に隣接する案内ローラ同
士の各中央部の間隔は、建込む矢板の左右幅と略同一と
なし、かつ、前後方向に対向する案内ローラ同士の間隔
は、建込む矢板の前後幅と略同一となし、 矢板押え体は、前後側枠体形成部間に横架支持部を着脱
自在に横架し、同横架支持部の中途部に上下方向に伸延
する押圧アームの中途部を前後方向の軸線廻りに回動自
在に取付け、同押圧アームの上端部と枠体本体の左側枠
体形成部との間に引張具を介設すると共に、押圧アーム
の下端に押圧ローラを取付けて、同押圧ローラを建込む
矢板の側端面に当接させて、同矢板の建込み姿勢を規正
可能としたことを特徴とする矢板建込み用の誘導枠体。
1. A guide frame for building a sheet pile, which is laid between a coast and a column built in water at a certain interval from the coast, wherein the guide frame extends along the coast. And a pair of sheet pile guides for guiding the front and rear surfaces of the pile to be built in the direction of the pile pile, and pressing the side end faces of the sheet pile in a direction substantially perpendicular to the pile pile construction direction. Te, comprising a sheet pile pressing member for regulating a construction inclusive posture of the sheet pile, a pair of sheet piles guide body, left and right directions before and after side frame number respectively forming part number of the base end of the front and rear guide arm of the frame body Between
At the same time , the front guide arm is extended rearward and downward, while the rear guide arm is extended forward and downward, and a guide roller is rotatably mounted at the tip of each guide arm, and , Same as the guide roller adjacent in the left and right direction
The distance between the centers of the chiefs is almost the same as the left and right width of the piles to be built
None, and distance between guide rollers facing each other in the front-rear direction
Is assumed to be substantially the same as the front and rear width of the pile to be built.The sheet pile presser is detachably mounted with a horizontal support between the front and rear frame forming parts, and vertically in the middle of the horizontal support. The middle part of the pressing arm extending to the front is rotatably mounted around the axis in the front-back direction. A guide frame for building a sheet pile, wherein a pressing roller is attached to a lower end of an arm and is brought into contact with a side end surface of a sheet pile on which the pressing roller is built, thereby enabling a setting posture of the sheet pile. .
JP09109640A 1997-04-25 1997-04-25 Guide frame for building sheet piles Expired - Fee Related JP3124736B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09109640A JP3124736B2 (en) 1997-04-25 1997-04-25 Guide frame for building sheet piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09109640A JP3124736B2 (en) 1997-04-25 1997-04-25 Guide frame for building sheet piles

Publications (2)

Publication Number Publication Date
JPH10298951A JPH10298951A (en) 1998-11-10
JP3124736B2 true JP3124736B2 (en) 2001-01-15

Family

ID=14515417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09109640A Expired - Fee Related JP3124736B2 (en) 1997-04-25 1997-04-25 Guide frame for building sheet piles

Country Status (1)

Country Link
JP (1) JP3124736B2 (en)

Also Published As

Publication number Publication date
JPH10298951A (en) 1998-11-10

Similar Documents

Publication Publication Date Title
US7048256B2 (en) Method and machine for installing a catenary cable
JP3124736B2 (en) Guide frame for building sheet piles
CN114134993A (en) Installation method for basement steel structure
KR20230029568A (en) Fishing net floats input apparatus
KR20170077074A (en) clamp unit of vibrating Pile driver
CN113957856A (en) Device and method for controlling slope geomembrane laying
CN116890158B (en) A pipeline welding production line
AU2018222984B2 (en) Apparatus and method for manufacturing a helical stirrup
JP4390232B2 (en) Drilling machine
JP3154231B2 (en) Hose winding reel and pile press-fitting device equipped with the reel
CN210216428U (en) A guide device for a pile driver
JP3243716B2 (en) Pile press-in / pull-out machine for water jet method
JP2557643Y2 (en) Slope lining concrete leveling device
CN218580873U (en) Steel beam convenient to locate
JP2004183442A (en) Pile press-in device and pile press-in method
JP7684099B2 (en) Pile press machine
JPH10145921A (en) Jig for cable laying
CN216720851U (en) Cable laying frame for assisting cable laying
CN213976701U (en) Bridge crane for construction of flap gate driven by bottom shaft based on hydraulic engineering
JPS6227542Y2 (en)
CN224133734U (en) A type of mountain photovoltaic piling equipment
JPH0978577A (en) Ground anchor ground fixing structure
CN120099954A (en) Steel structure installation device and installation method
JPS6035634Y2 (en) Sheet pile guiding device
CN210635622U (en) Desert photovoltaic support hoisting machinery

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees