JPH063863Y2 - Barge-type ground improvement machine - Google Patents

Barge-type ground improvement machine

Info

Publication number
JPH063863Y2
JPH063863Y2 JP5086388U JP5086388U JPH063863Y2 JP H063863 Y2 JPH063863 Y2 JP H063863Y2 JP 5086388 U JP5086388 U JP 5086388U JP 5086388 U JP5086388 U JP 5086388U JP H063863 Y2 JPH063863 Y2 JP H063863Y2
Authority
JP
Japan
Prior art keywords
pontoon
attached
leaders
ground improvement
improvement machine
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 - Lifetime
Application number
JP5086388U
Other languages
Japanese (ja)
Other versions
JPH01156232U (en
Inventor
英次郎 瀬戸
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery 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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP5086388U priority Critical patent/JPH063863Y2/en
Publication of JPH01156232U publication Critical patent/JPH01156232U/ja
Application granted granted Critical
Publication of JPH063863Y2 publication Critical patent/JPH063863Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、水底地盤に生コンクリート等の硬化剤を混入
して硬化する台船式地盤改良機に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a pontoon-type ground improvement machine that hardens by mixing a hardening agent such as ready-mixed concrete into the water bottom ground.

(従来の技術) 従来の台船式地盤改良機は、第6図の平面図に示すよう
に、例えば川Aの両側に遊歩道Bや堤防を構築するた
め、現在水が流れている該当個所等の水底の地盤を硬化
させるもので、長方形をなす台船1の短辺1a側に1本
のリーダ2を立設し、そのリーダ2に1本の中空攪拌軸
3を取付け、攪拌軸3を水底に押し入れてその下端より
生コンクリート等の硬化剤を注入しながらに攪拌軸3の
下端に設けた攪拌翼により水底地盤のヘドロを攪拌しな
がら硬化剤を混入するものであった。
(Prior Art) As shown in the plan view of FIG. 6, the conventional barge-type ground improvement machine constructs a promenade B and a dike on both sides of the river A, so that the water is flowing at the relevant place. In order to harden the ground at the bottom of the water, one leader 2 is erected on the short side 1a side of the rectangular pedestal 1, and one hollow stirring shaft 3 is attached to the leader 2 and the stirring shaft 3 is attached. The hardener was mixed while being pushed into the water bottom and pouring a hardener such as green concrete from the lower end thereof while stirring the sludge of the water bottom ground by stirring blades provided at the lower end of the stirring shaft 3.

(考案が解決しようとする問題点) この従来の台船式地盤改良機においては、攪拌軸3を水
底に押し込む際の反力を得るために、台船1を長方形に
構成してその短辺にリーダ2を取付けているので、工事
を行なう際に、川幅Wのかなりの部分を台船1で占領す
ることになり、他の船の通行の邪魔になるという問題点
があった。
(Problems to be solved by the invention) In this conventional pontoon type ground improvement machine, in order to obtain a reaction force when the stirring shaft 3 is pushed into the water bottom, the pedestal 1 is formed into a rectangular shape and its short side is formed. Since the leader 2 is attached to the ship, a large portion of the river width W is occupied by the berth 1 during the construction work, which poses a problem that it obstructs the passage of other ships.

また、短辺1aにリーダ2および攪拌軸3を1本取付け
る構造であるため、能率が悪いという問題点があった。
Further, since the reader 2 and the stirring shaft 3 are attached to the short side 1a, there is a problem that the efficiency is low.

(問題点を解決するための手段) 本考案の台船式地盤改良機は、上記の問題点を解決する
ため、台船を、長さが幅の2倍以上の長方形や長円や両
端を尖らせた形状となるように長形に形成し、該台船の
一方の長辺部に沿って複数本のリーダを立て、これらの
リーダ間を連結体により連結すると共に、各リーダと台
船間をワイヤロープにより接続し、各リーダにそれぞれ
生コンクリート注入用攪拌軸を昇降自在に取付けたもの
である。
(Means for Solving Problems) In order to solve the above-mentioned problems, the pontoon ground improvement machine of the present invention is designed so that the pontoon is a rectangle or an ellipse whose length is at least twice the width, or both ends. It is formed in a long shape so as to have a pointed shape, a plurality of leaders are erected along one long side of the pontoon, and the leaders are connected by a connecting body, and each leader and the pontoon. The space is connected by a wire rope, and a stirring shaft for pouring fresh concrete is attached to each leader in a vertically movable manner.

また、前記各リーダにはそれぞれ1本ずつではなく、2
本の攪拌軸を取付けることができる。
Also, not one for each reader, but two for each.
A book stirring shaft can be attached.

また、前記各リーダにそれぞれ取付けた2本の攪拌軸の
翼の配列方向の合計幅と、隣接するリーダにそれぞれ取
付けられた攪拌軸組の翼の間の幅とをほぼ等しくするこ
とにより、台船のウインチによる移動で場所変えを行な
いながら地盤改良が行なえる。
Further, by making the total width in the arrangement direction of the blades of the two stirring shafts respectively attached to the respective leaders and the width between the blades of the stirring shaft sets respectively attached to the adjacent leaders substantially equal, The ground can be improved while changing the location by moving the winch of the ship.

(実施例) 第1図ないし第3図は本考案による台船式地盤改良機の
一実施例を示す図であり、第1図の平面図において、4
は台船であり、該台船4は、長辺の長さbが短辺の長さ
aに2倍以上の長さを有する長方形に形成しており、一
例として幅aは12m、長さbを36mとする。
(Embodiment) FIGS. 1 to 3 are views showing an embodiment of a barge-type ground improvement machine according to the present invention. In the plan view of FIG.
Is a pontoon, and the pontoon 4 is formed in a rectangular shape in which the length b of the long side is twice or more the length a of the short side, and as an example, the width a is 12 m, and the length is 12 m. Let b be 36 m.

該台船4の一方の長辺部には図示のように2本あるいは
3本以上のリーダ5を立設する。そして各リーダ5に中
空の攪拌軸6を取付ける。図示例においては、各リーダ
5に2本ずつ攪拌軸6を取付けた例を示している。
As shown in the figure, two or three or more readers 5 are erected on one long side of the pontoon 4. Then, a hollow stirring shaft 6 is attached to each reader 5. The illustrated example shows an example in which two stirring shafts 6 are attached to each reader 5.

また、該台船4の4隅にウインチ7を設置し、該ウイン
チ7に巻取られるワイヤロープ8の先端にアンカ9を取
付け、比較的短い距離の台船4の移動はウインチ7の駆
動で行なえ、比較的長い距離の台船4の移動は、運行用
スクリュー(図示せず)をモータ駆動によって回転させ
ることにより行なうものである。台船4上には、油圧ユ
ニット10と生コンクリート供給装置11が搭載され
る。
In addition, winches 7 are installed at the four corners of the pontoon 4, and anchors 9 are attached to the ends of the wire ropes 8 wound around the winch 7, so that the winch 7 can be driven to move the pontoon 4 over a relatively short distance. In fact, the movement of the berth 4 over a relatively long distance is carried out by rotating an operation screw (not shown) by driving a motor. The hydraulic unit 10 and the ready-mixed concrete supply device 11 are mounted on the berth 4.

第2図および第3図は該実施例の地盤改良機の全体構成
を示す側面図および正面図であり、各リーダ5は、台船
4上に設置したブラケット12上に前後、左右の傾斜が
可能となるように、それぞれリーダの垂直保持用油圧シ
リンダ13を有するバックステー14により支持され、
また、両リーダどうしは複数本のロッドあるいはビーム
からなる連結体15によりその両端をピン(図示せず)
により連結して、リーダ5どうしが相互に依存するよう
に構成する。また、各リーダ5と、台船4との間をワイ
ヤロープ16により接続してリーダ5を補強する。
FIG. 2 and FIG. 3 are a side view and a front view showing the overall structure of the ground improvement machine of the embodiment, in which each leader 5 is mounted on the bracket 12 installed on the pedestal 4 and is inclined forward and backward and left and right. As possible, each is supported by a back stay 14 having a vertical holding hydraulic cylinder 13 of the leader,
Both ends of the two leaders are pinned (not shown) by a connecting body 15 composed of a plurality of rods or beams.
The readers 5 are connected to each other so that the readers 5 depend on each other. Moreover, the leader 5 is reinforced by connecting the respective leaders 5 and the pontoons 4 with wire ropes 16.

各リーダ5には2本のガイドパイプ17が添設され、該
ガイドパイプ17にホルダ18が摺動自在に装着され、
該ホルダ18には、油圧モータ19と2つのチャック装
置20とを有する攪拌軸駆動装置21が取付けてあり、
下端に攪拌翼6aを有する攪拌軸6は、それぞれチャッ
ク装置20により上端が保持され、かつリーダ5の下部
に取付けたガイド22により摺動自在に保持されてい
る。下部のガイド22に攪拌軸6の駆動装置を取付ける
場合もある。この場合は、攪拌軸6を断面矩形とする。
Two guide pipes 17 are attached to each reader 5, and a holder 18 is slidably attached to the guide pipes 17,
A stirring shaft drive device 21 having a hydraulic motor 19 and two chuck devices 20 is attached to the holder 18,
The stirring shaft 6 having a stirring blade 6a at its lower end is held at its upper end by a chuck device 20 and slidably held by a guide 22 attached to the lower part of the reader 5. In some cases, the drive unit for the stirring shaft 6 may be attached to the lower guide 22. In this case, the stirring shaft 6 has a rectangular cross section.

ホルダ18は、リーダ5の下端に取付けた油圧モータ2
3により駆動されるスプロケットとリーダ5の上端に取
付けたスプロケットとの間に掛け回したチェーン(いず
れも図示せず)に接続され、油圧モータ23の作動によ
って攪拌軸6が昇降するように構成されている。
The holder 18 is the hydraulic motor 2 attached to the lower end of the leader 5.
3 is connected to a chain (not shown) wound between a sprocket driven by 3 and a sprocket attached to the upper end of the leader 5, and the stirring shaft 6 is moved up and down by the operation of the hydraulic motor 23. ing.

各駆動装置21は、第2図に示すように、コンクリート
供給装置11の圧送ポンプ24よりホース25を介して
攪拌軸6内に注入する装置が付設してあり、攪拌軸6内
に圧入された生コンクリートは、攪拌軸6の下端より水
底26の下方の地盤に注入され、駆動装置21により攪
拌軸6を攪拌しながら、生コンクリートが均一に混合さ
れるようになっている。
As shown in FIG. 2, each driving device 21 is provided with a device for injecting it into the stirring shaft 6 from the pressure feed pump 24 of the concrete supply device 11 via the hose 25, and the device is press-fitted into the stirring shaft 6. The raw concrete is poured into the ground below the water bottom 26 from the lower end of the stirring shaft 6, and the driving device 21 stirs the stirring shaft 6 to uniformly mix the raw concrete.

この実施例の構成によれば、第1図に示すように、川A
における台船4による占有幅を小さくでき、他の船が通
過できる幅Wを大きくすることができるので、船の航行
の邪魔になることはない。
According to the configuration of this embodiment, as shown in FIG.
Since the occupying width of the pontoon 4 can be reduced and the width W through which another ship can pass can be increased, it does not hinder the navigation of the ship.

また、台船4の長辺部にリーダ5を立設したので、複数
本のリーダ5を立てることができ、同時に複数箇所につ
いて生コンクリート等の注入を行なうことができ、実施
例のように、各リーダ5について、2本ずつ攪拌軸6を
取付けることにより、作業能率をさらに向上させること
ができる。また、台船4に2本のリーダ5を立設し、こ
れらを相互にロッド等の連結体15により連結したの
で、リーダ5やバックステー14等を軽量化することが
でき、全体として、従来とほとんど同じ重量で能率のよ
い地盤改良機が構成される。
Further, since the leaders 5 are erected on the long sides of the pontoon 4, a plurality of leaders 5 can be erected, and it is possible to inject ready-mixed concrete or the like at a plurality of locations at the same time. By attaching two stirring shafts 6 to each reader 5, the work efficiency can be further improved. Further, since the two leaders 5 are erected on the pontoon 4 and are connected to each other by the connecting body 15 such as a rod, the leader 5, the back stay 14 and the like can be reduced in weight, and as a whole, conventional A highly efficient ground improvement machine is constructed with almost the same weight as.

また、第4図に示すように、前記各リーダ5,5にそれ
ぞれ取付けた2本の攪拌軸の翼6a,6aの配列方向の
合計幅cと、隣接するリーダにそれぞれ取付けられた攪
拌軸組の翼6a間の幅dとをほぼ等しくする(c≒d)
ことにより、実線で示すように、4本の攪拌軸6により
生コンクリート注入を行なった後、ウインチ7を作動さ
せることによって2点鎖線eで示すように、前記間隔d
分台船4をx方向に移動させて4本の攪拌軸6による生
コンクリート注入を行なうことにより、注入をまんべん
なく行ない、しかも台船4移動をスクリュー駆動によら
ず、短時間に行なうことができ、能率良く作業が行なえ
る。
Further, as shown in FIG. 4, the total width c of the two stirring shafts attached to each of the readers 5 and 5 in the arrangement direction of the blades 6a and 6a, and the stirring shaft assembly attached to the adjacent readers, respectively. The width d between the wings 6a of the same is approximately equal (c≈d)
As a result, as shown by the solid line, after the fresh concrete is injected by the four stirring shafts 6, the winch 7 is actuated to move the gap d as shown by the two-dot chain line e.
By moving the pallet carrier 4 in the x direction and injecting the fresh concrete by the four stirring shafts 6, it is possible to perform the pouring evenly, and the berth 4 can be moved in a short time without using the screw drive. , You can work efficiently.

なお、第5図に示すように、前記ホルダ18に対し駆動
装置21のフレーム21aを支柱29に沿って上下動自
在に取付け、ホルダ18におけるフレーム21aの上下
に取付けた圧縮ばね27,28によりフレーム21aを
支持する構造とすれば、台船4が波によって上下動して
も、水底26に攪拌翼6aが埋没して固定されている作
業状態において、攪拌軸6に過大な応力がかかるおそれ
がなく、攪拌軸6が座屈等によって破損するおそれがな
い。
As shown in FIG. 5, the frame 21a of the drive device 21 is attached to the holder 18 so as to be vertically movable along the support column 29, and the frame is fixed by the compression springs 27 and 28 attached above and below the frame 21a of the holder 18. If the structure for supporting 21a is used, even if the pontoon 4 moves up and down due to waves, there is a risk that excessive stress will be applied to the stirring shaft 6 in a working state in which the stirring blades 6a are buried and fixed in the water bottom 26. There is no possibility that the stirring shaft 6 will be damaged due to buckling or the like.

(考案の効果) 請求項1の台船式地盤改良機は、台船を、長さが幅の2
倍以上の形状に形成し、該台船の一方の長辺部に沿って
複数本のリーダを立て、これらのリーダ間を連結体によ
り連結すると共に、各リーダと台船間をワイヤロープに
より接続し、各リーダにそれぞれ生コンクリート注入用
攪拌軸を昇降自在に取付けたので、川における台船によ
る占有幅を小さくでき、他の船が通過できる幅を大きく
することができるので、船の航行の邪魔になる度合が減
少する。また、台船の長辺にリーダを立設したので、複
数本のリーダを立てることができ、このため、同時に複
数箇所について生コンクリート等の硬化剤の注入を行な
うことができ、能率の向上に寄与する。また、台船4に
複数本のリーダを立設し、これらを相互にロッド等の連
結体により連結したので、リーダやバックステー等を軽
量化することができ、全体として、従来とほとんど同じ
重量で能率のよい地盤改良機が構成される。
(Advantage of the Invention) The pontoon-type ground improvement machine according to claim 1 is a pontoon with a length of 2 mm.
Formed in a shape more than twice the length, and standing a plurality of leaders along one long side of the pontoon, connecting these leaders with a connecting body, and connecting each leader and the pier with a wire rope However, since the mixing shaft for pouring fresh concrete was attached to each leader so that it could be moved up and down, the width occupied by the barge on the river could be reduced, and the width that other ships could pass through could be increased. The degree of obstruction is reduced. In addition, since the leader is erected on the long side of the barge, a plurality of leaders can be erected. Therefore, it is possible to inject a hardening agent such as ready-mixed concrete at multiple locations at the same time, improving efficiency. Contribute. In addition, since a plurality of leaders are erected on the pontoon 4 and these leaders are connected to each other by a connecting body such as a rod, the leaders, the back stays, etc. can be made lighter, and the overall weight is almost the same as the conventional one. A highly efficient ground improvement machine is constructed.

また、請求項2においては、前記各リーダにそれぞれ2
本ずつ攪拌軸を取付けたので、さらに能率が向上する。
Further, in claim 2, 2 is provided for each of the readers.
Since a stirring shaft is attached to each one, the efficiency is further improved.

また、請求項3においては、前記各リーダにそれぞれ取
付けた2本の攪拌軸の配列方向の幅と、隣接するリーダ
にそれぞれ取付けられた攪拌軸組間の幅とをほぼ等しく
したので、台船のウインチによる移動で場所変えを行な
いながらむらなく地盤改良が行なえると共に、場所移動
が短時間に行なえ、能率がさらに向上する。
Further, in claim 3, the width in the arrangement direction of the two stirring shafts respectively attached to the respective leaders and the width between the stirring shaft sets respectively attached to the adjacent leaders are made substantially equal. It is possible to improve the ground evenly while changing the place by moving with a winch, and the place can be moved in a short time, further improving the efficiency.

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

第1図は本考案による台船式地盤改良機の一実施例の概
略を示す平面図、第2図は該実施例の側面図、第3図は
該実施例の正面図、第4図は攪拌軸の配列を示す平面
図、第5図は本考案における攪拌軸の取付け構造の一例
を示す側面図、第6図は従来の台船式地盤改良機を示す
平面図である。
FIG. 1 is a plan view showing an outline of an embodiment of a barge-type ground improvement machine according to the present invention, FIG. 2 is a side view of the embodiment, FIG. 3 is a front view of the embodiment, and FIG. FIG. 5 is a plan view showing an arrangement of stirring shafts, FIG. 5 is a side view showing an example of a stirring shaft mounting structure in the present invention, and FIG. 6 is a plan view showing a conventional barge-type ground improvement machine.

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】台船を、長さが幅の2倍以上となる形状に
形成し、該台船の一方の長辺部に沿って複数本のリーダ
を立て、これらのリーダ間を連結体により連結すると共
に、各リーダと台船間をワイヤロープにより接続し、各
リーダにそれぞれコンクリートミルク注入用攪拌軸を昇
降自在に取付けた台船式地盤改良機。
1. A pontoon is formed into a shape having a length that is at least twice the width, a plurality of leaders are erected along one long side of the pontoon, and the leaders are connected together. The pontoon-type ground improvement machine in which each leader and the pontoon are connected by a wire rope, and a stirring shaft for concrete milk injection is attached to each leader so that it can be raised and lowered.
【請求項2】前記各リーダにそれぞれ2本ずつ攪拌軸を
取付けた請求項1記載の台船式地盤改良機。
2. The pontoon-type ground improvement machine according to claim 1, wherein two stirring shafts are attached to each of the leaders.
【請求項3】前記各リーダにそれぞれ取付けた2本の攪
拌軸の翼の配列方向の合計幅と、隣接するリーダにそれ
ぞれ取付けられた攪拌軸組の翼間の幅とをほぼ等しくし
た請求項2記載の台船式地盤改良機。
3. The total width in the arrangement direction of the blades of the two stirring shafts attached to each of the leaders and the width between the blades of the stirring shaft sets attached to the adjacent leaders are substantially equal to each other. The barge-type ground improvement machine described in 2.
JP5086388U 1988-04-18 1988-04-18 Barge-type ground improvement machine Expired - Lifetime JPH063863Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5086388U JPH063863Y2 (en) 1988-04-18 1988-04-18 Barge-type ground improvement machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5086388U JPH063863Y2 (en) 1988-04-18 1988-04-18 Barge-type ground improvement machine

Publications (2)

Publication Number Publication Date
JPH01156232U JPH01156232U (en) 1989-10-26
JPH063863Y2 true JPH063863Y2 (en) 1994-02-02

Family

ID=31276890

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5086388U Expired - Lifetime JPH063863Y2 (en) 1988-04-18 1988-04-18 Barge-type ground improvement machine

Country Status (1)

Country Link
JP (1) JPH063863Y2 (en)

Also Published As

Publication number Publication date
JPH01156232U (en) 1989-10-26

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