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
JP3065952B2 - Keren method for circular columnar structures - Google Patents
[go: Go Back, main page]

JP3065952B2 - Keren method for circular columnar structures - Google Patents

Keren method for circular columnar structures

Info

Publication number
JP3065952B2
JP3065952B2 JP8279300A JP27930096A JP3065952B2 JP 3065952 B2 JP3065952 B2 JP 3065952B2 JP 8279300 A JP8279300 A JP 8279300A JP 27930096 A JP27930096 A JP 27930096A JP 3065952 B2 JP3065952 B2 JP 3065952B2
Authority
JP
Japan
Prior art keywords
columnar structure
chain
keren
columnar
hanging
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
JP8279300A
Other languages
Japanese (ja)
Other versions
JPH10118580A (en
Inventor
大三郎 田邉
義晃 鈴木
Original Assignee
株式会社ピー・エス
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 株式会社ピー・エス filed Critical 株式会社ピー・エス
Priority to JP8279300A priority Critical patent/JP3065952B2/en
Publication of JPH10118580A publication Critical patent/JPH10118580A/en
Application granted granted Critical
Publication of JP3065952B2 publication Critical patent/JP3065952B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Cleaning In General (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】本発明は水中や地中に構築さ
れた実質的に断面が円形をなす柱状構造物、例えば、橋
脚などの柱状部に付着した土砂などの汚れや、苔、貝殻
などの水性動植物の付着物などを除去する円形柱状構造
物のケレン方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a columnar structure having a substantially circular cross section constructed underwater or in the ground, for example, dirt such as earth and sand adhered to a columnar portion such as a pier, moss, shells, etc. The present invention relates to a method for removing water, animals and plants attached to a circular columnar structure.

【0002】[0002]

【従来の技術】近年問題が顕在化した橋梁の耐震性の向
上のための補強方法として、水中部分の補強工事に地中
または水面下部分に空間を形成して、既設構造物の周囲
に構造体を構築し、その構造物と構造体を一体化して補
強する方法がある。本出願人は特願平8−223954
号で、特に水中構造物の補強に効果的な方法を提案し
た。この方法は、図5〜図6に示すように、水中部分の
橋脚柱状部1に周方向に複数分割したプレキャストパネ
ルを水面上で組み合わせ、筒体状にした構造体32を沈
設し、筒体内部と柱状体表面との間隙に膨張硬化性モル
タル34などを充填しようとするものである。図5は全
体図で、図6は図5のB−B矢視図である。また、陸上
に構築された構造物でも、その構造物の地中部分に補強
構造などの添加工事をする場合にも同様な方法を提案し
ている。
2. Description of the Related Art As a reinforcement method for improving the seismic resistance of a bridge in which a problem has become apparent in recent years, a space is formed in the underground or below the water surface for reinforcement work of an underwater part, and a structure around an existing structure is formed. There is a method of constructing a body, integrating the structure with the structure, and reinforcing the structure. Applicant filed Japanese Patent Application No. 8-223954.
In particular, the authors proposed an effective method for reinforcing underwater structures. In this method, as shown in FIGS. 5 and 6, a plurality of precast panels divided in the circumferential direction are combined on a water surface with a pier column portion 1 in an underwater portion, and a tubular structure 32 is laid down. The gap between the inside and the surface of the columnar body is to be filled with expansion-curable mortar 34 or the like. FIG. 5 is an overall view, and FIG. 6 is a view taken along the line BB of FIG. Also, for a structure constructed on land, a similar method has been proposed in a case where an addition work such as a reinforcement structure is performed on an underground portion of the structure.

【0003】既設構造物と補強構造体とを密に一体化す
るためには、モルタルまたはコンクリートの付着を阻害
する汚物を構造物外周面から完全にケレンし除去してお
くことが望ましい。既設構造物の周囲地下部分を掘削す
ると、その構造物の露出した表面周囲には土砂などの付
着物が残り、ブラシやたがね、高圧洗浄水などによる表
面洗浄を必要とし、更に水面下にあったものでは水苔
や、特に海中に構築した構造物では、フジツボや蠣など
の貝殻が付着し、その除去には潜水作業などが必要とな
り多大な費用が掛かる問題があった。
In order to tightly integrate the existing structure and the reinforcing structure, it is desirable to completely remove and remove dirt from the outer peripheral surface of the structure, which inhibits the adhesion of mortar or concrete. When excavating the underground area around the existing structure, deposits such as earth and sand remain around the exposed surface of the structure, requiring surface cleaning with a brush, chisel, high-pressure cleaning water, etc. In some cases, there is a problem that seaweed and especially shells such as oysters adhere to the structures constructed in the sea, and the removal thereof requires diving work and the like, resulting in a large cost.

【0004】[0004]

【発明が解決しようとする課題】既設の円形柱状構造物
の周囲に添加する構造体を密に一体化するために、既設
柱状構造物表面の付着物のケレン除去を要する。本発明
は、特に水中部分でも潜水作業など危険な作業を必要と
しない方法を開発し提供することを目的とする。
In order to tightly integrate the structure to be added around the existing circular columnar structure, it is necessary to remove the debris on the surface of the existing columnar structure. An object of the present invention is to develop and provide a method that does not require dangerous work such as diving work even in an underwater part.

【0005】[0005]

【課題を解決するための手段】本発明は、断面円形柱状
構造物の外周に接触するように鎖状体をU字状に垂下
し、前記鎖状体をU字状を保ちつつ柱状構造物の周囲に
沿って移動させ、鎖状体を柱状構造物表面上を滑動させ
て付着物を除去することを特徴とする円形柱状構造物の
ケレン方法である。前記鎖状体がU字状に垂下して円形
柱状構造物に接触する外周は柱状構造物の中心角で18
0度以上とすればよい。また、鎖状体は係止位置、垂下
方向、長さなどの異なる複数本としてもよい。また、前
記鎖状体の垂下端に付加重量物を吊下すると好ましい。
付加重量物としては鉄塊などでよい。
SUMMARY OF THE INVENTION According to the present invention, a chain-shaped body is suspended in a U-shape so as to come into contact with the outer periphery of a columnar structure having a circular cross section, and the chain-shaped body is maintained in a U-shape while maintaining the U-shape. And moving the chain-like body over the surface of the columnar structure to remove extraneous matter. The outer circumference where the chain-like body hangs down in a U-shape and contacts the circular columnar structure has a central angle of 18 mm at the central angle of the columnar structure.
The angle may be 0 degrees or more. Further, the chain-like body may be a plurality of chains having different locking positions, hanging directions, lengths, and the like. Further, it is preferable that an additional weight is hung on the hanging lower end of the chain.
The additional weight may be an iron lump or the like.

【0006】ここで言う鎖状体とは、既製品のリンクチ
ェーン、ローラチェーンや、更にはワイヤロープに鉄塊
などを固定して数珠状にしたものでもよく、この場合鉄
塊として多面球状体を用い、各球状体間は適宜間隔をあ
けたものが効果的である。また、鎖状体がU字状に垂下
して柱状構造物に接触する範囲は柱状構造物の中心角で
180度以上とするのがよい。180度未満ではケレン
効果が乏しい。なお、180度を超え360度程度の範
囲が好ましい範囲であるが、場合によっては360度を
超えて鎖状体をラップさせて垂下することでもよい。
The chain-like body referred to here may be a ready-made link chain, a roller chain, or a bead formed by fixing an iron lump or the like to a wire rope. In this case, the iron lump is a polyhedral sphere. It is effective that the spherical bodies are appropriately spaced from each other. Further, the range in which the chain-like body hangs down in a U-shape and comes into contact with the columnar structure is preferably 180 degrees or more at the central angle of the columnar structure. If it is less than 180 degrees, the Keren effect is poor. Note that a range of more than 180 degrees and about 360 degrees is a preferable range. However, in some cases, the chain body may be wrapped over 360 degrees and hung down.

【0007】[0007]

【発明の実施の形態】以下、図面を参照しながら説明す
る。図1は、水中に構築されたコンクリート製の直径
2.5mの円形柱状躯体部を持つ柱状構造物1(橋脚)
の基礎2から上方に4mを被覆補強するための前処理と
して本発明を実施した例である。
Embodiments of the present invention will be described below with reference to the drawings. Fig. 1 shows a columnar structure 1 (bridge pier) having a circular columnar skeleton of 2.5 m in diameter made of concrete built in water.
This is an example in which the present invention is implemented as a pretreatment for covering and reinforcing 4 m upward from the base 2 of the present invention.

【0008】本発明では柱状構造物の外周に接触するよ
うに鎖状体をU字状に垂下し、これをU字状を保ちつつ
柱状構造物の周囲に沿って移動させ、鎖状体を柱状構造
物表面上を滑動させて付着物を除去する。図1はこれを
実施する構造の例を示したもので、柱状構造物1の水面
3下の付着物4を除去するために、水面上の柱状構造物
に環状の固定作業台11を取り付ける。作業台11は、
柱状構造物1の直径より若干大きく製作し、柱状構造物
1の表面に4台のジャッキ12を固定する。同時に柱状
構造物上部5に設けた吊具14に吊り材13によって吊
下し、支持する。柱状構造物上部5としては橋脚の枕梁
などを使用するとよい。吊り材13は伸縮可能としてお
き、固定作業台11の高さ位置の変更が可能なようにし
ておく。固定作業台11から、鎖状体16を吊持した回
転装置15を吊下している。ここで使用した鎖状体16
としては、柱状構造物1の表面に馴染み易い、呼び線径
14mmのリンクチェーンを使用した。
In the present invention, the chain is hung in a U-shape so as to come into contact with the outer periphery of the columnar structure, and the chain is moved along the periphery of the columnar structure while maintaining the U-shape to form the chain. Sliding on the surface of the columnar structure removes deposits. FIG. 1 shows an example of a structure for implementing this. In order to remove the deposit 4 below the water surface 3 of the columnar structure 1, an annular fixed worktable 11 is attached to the columnar structure on the water surface. The work table 11
It is made slightly larger than the diameter of the columnar structure 1, and four jacks 12 are fixed to the surface of the columnar structure 1. At the same time, it is hung by a hanging material 13 on a hanger 14 provided on the columnar structure upper part 5 and supported. As the columnar structure upper part 5, a pier pillow or the like may be used. The suspending member 13 is made to be able to expand and contract so that the height position of the fixed worktable 11 can be changed. A rotating device 15 that suspends the chain 16 is suspended from the fixed worktable 11. Chain-like body 16 used here
A link chain having a nominal line diameter of 14 mm, which easily fits on the surface of the columnar structure 1, was used.

【0009】図2は、図1のA−A矢視図で、鎖状体1
6の両端はそれぞれ柱状構造物1の半周以上回った係着
点19、19で回転装置15に係止してある。図3は、
回転装置15の一例を示すもので、固定台25と回転台
21の受面22との間にローラ23を挟設し、回転台2
1が柱状構造物1の周囲を回転移動する。作業台上11
に発電機をおき(図示せず)、電動の減速機付きモータ
24で回転台21を駆動した。回転台21の周回速度
は、高速なほどケレン作業は効率的となるが、高速過ぎ
るとチェーン16が遠心力によって柱状構造物に押圧さ
れる力が弱くなりケレン効果が落ちる。また付着物の種
類によってもケレン効果が異なるのでケレン状態を監視
しながら回転台21の周回速度の調整をする。固定台2
5はジャッキ12によって柱状構造物1に固定されてい
る。
FIG. 2 is a view taken along the line AA in FIG.
Both ends of 6 are locked to the rotating device 15 at engagement points 19 and 19, respectively, which have been turned more than half the circumference of the columnar structure 1. FIG.
This shows an example of the rotating device 15, in which a roller 23 is interposed between a fixed table 25 and a receiving surface 22 of the rotating table 21,
1 rotates around the columnar structure 1. Workbench 11
An electric generator (not shown) was set in the rotary table, and the turntable 21 was driven by an electric motor 24 equipped with a speed reducer. The higher the rotation speed of the turntable 21, the more efficient the Keren operation becomes. However, if the rotational speed is too high, the force of the chain 16 pressed against the columnar structure by the centrifugal force is weakened, and the Keren effect is reduced. Since the Keren effect varies depending on the type of the attached matter, the rotation speed of the turntable 21 is adjusted while monitoring the Keren state. Fixed stand 2
5 is fixed to the columnar structure 1 by a jack 12.

【0010】図4は、本発明のケレン方法の原理模式図
で、回転装置15の係着点19、19に係止されU字状
に自然垂下したチェーン16が、回転装置15の周回に
よって回転方向18のように回転し、係着位置を19
a,19a,19b,19bと変化させながら、柱状構
造物1の表面に添って滑動移動しながら付着物を除去す
る様子を示している。ケレン範囲20を1リフトでケレ
ン出来ない場合は、吊り材13(図1参照)の長さを調
整し、固定作業台11の位置を上下方向(矢印17)に
移動させる。又は、適宜長さを変えた複数本のチェーン
16を使用するとよい。
FIG. 4 is a schematic view of the principle of the Keren method according to the present invention. The chain 16 which is suspended at the engagement points 19 of the rotating device 15 and naturally hangs in a U-shape is rotated by the rotation of the rotating device 15. Rotate in the direction 18 and set the engagement position to 19
The figure shows a state in which the adhering matter is removed while sliding along the surface of the columnar structure 1 while changing to a, 19a, 19b, 19b. If it is not possible to remove the lifting area 20 by one lift, the length of the hanging member 13 (see FIG. 1) is adjusted, and the position of the fixed worktable 11 is moved in the vertical direction (arrow 17). Alternatively, a plurality of chains 16 having appropriately changed lengths may be used.

【0011】本発明方法では、チェーン16の自重で柱
状構造物表面をケレンするので、場合によっては、より
柱状構造物表面に強圧で密着するようにチェーン16に
ウェイトWを付加し、ケレン効果の向上を図る。本発明
は柱状構造物の表面に接触するようにU字状に垂下した
鎖状体を柱状構造物表面を滑動させてケレンを行うもの
で、上記実施例の装置や移動方式に限定されるものでは
ない。例えば上記実施例ではチェーン16自体は両端二
点固定で使用したが、チェーン16をエンドレスループ
にして、チェーン自体も駆動し走行させるようにすると
更にケレン効果を高めることが可能となる。
In the method of the present invention, the surface of the columnar structure is quenched by the weight of the chain 16, and in some cases, a weight W is added to the chain 16 so that the chain 16 is brought into close contact with the surface of the columnar structure with a strong pressure, thereby reducing the Keren effect. Improve. The present invention slides a U-shaped chain-shaped body in contact with the surface of the columnar structure to slide the surface of the columnar structure, and performs kelening, and is limited to the apparatus and the moving method of the above embodiment. is not. For example, in the above embodiment, the chain 16 is fixed at two points at both ends. However, if the chain 16 is formed into an endless loop so that the chain itself is driven and run, the Keren effect can be further enhanced.

【0012】また、この実施形態は、コンクリート製柱
状構造物のケレンに適用した例であるが、鋼製の柱状構
造物のケレンにも適用できることはもちろんである。
Although this embodiment is an example in which the present invention is applied to a concrete columnar structure, it is needless to say that the present invention can also be applied to a steel columnar structure.

【0013】[0013]

【発明の効果】本発明の方法によれば、水中に構築され
た柱状構造物の表面に付着した汚物、土砂、苔、貝殻な
どを除去する場合に潜水作業などの危険作業を必要とせ
ず、効果的に柱状構造物のケレンが可能となり、柱状構
造物に添設する補強構造体と柱状構造物と付着効果をよ
り一層高めることが可能となった。
According to the method of the present invention, when removing dirt, earth and sand, moss, shells and the like attached to the surface of a columnar structure constructed in water, danger work such as diving work is not required. The columnar structure can be effectively quenched, and the adhesion effect between the reinforcing structure and the columnar structure attached to the columnar structure can be further enhanced.

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

【図1】本発明の実施例の側面図である。FIG. 1 is a side view of an embodiment of the present invention.

【図2】本発明の実施例の横断面図である。FIG. 2 is a cross-sectional view of an embodiment of the present invention.

【図3】本発明の実施例の回転装置の説明図である。FIG. 3 is an explanatory diagram of a rotating device according to an embodiment of the present invention.

【図4】実施例の原理模式図である。FIG. 4 is a schematic view of the principle of the embodiment.

【図5】水中構造物の補強方法の説明図である。FIG. 5 is an explanatory diagram of a method of reinforcing an underwater structure.

【図6】水中構造物の補強方法の説明図である。FIG. 6 is an explanatory diagram of a method of reinforcing an underwater structure.

【符号の説明】 1 柱状構造物(橋脚) 2 基礎 3 水面 4 付着物 5 柱状構造物上部 11 固定作業台 12 ジャッキ 13 吊り材 14 吊具 15 回転装置 16 鎖状体(チェーン) 17 上下方向(矢印) 18 回転方向 19 係着点 20 ケレン範囲 21 回転台 22 受面 23 ローラ 24 モータ 25 固定台 32 補強部材 34 充填材 W 付加重量物(ウェイト)[Description of Signs] 1 pillar-shaped structure (pier) 2 foundation 3 water surface 4 attached matter 5 pillar-shaped structure upper part 11 fixed work table 12 jack 13 hanging material 14 hanging tool 15 rotating device 16 chain 17 vertical Arrow) 18 Rotation direction 19 Engagement point 20 Keren range 21 Turntable 22 Receiving surface 23 Roller 24 Motor 25 Fixed base 32 Reinforcement member 34 Filler W Additional weight (weight)

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭62−112807(JP,A) 特開 昭52−1971(JP,A) 実開 平2−33835(JP,U) 実開 昭60−1491(JP,U) 実開 昭56−138932(JP,U) 実開 昭48−44736(JP,U) (58)調査した分野(Int.Cl.7,DB名) B08B 1/00 - 13/00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-62-112807 (JP, A) JP-A-52-1971 (JP, A) JP-A 2-33835 (JP, U) JP-A 60-112807 1491 (JP, U) Japanese Utility Model Showa 56-138932 (JP, U) Japanese Utility Model Showa 48-44736 (JP, U) (58) Fields studied (Int. Cl. 7 , DB name) B08B 1/00-13 / 00

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 断面円形柱状構造物の外周に接触するよ
うに鎖状体をU字状に垂下し、前記鎖状体をU字状を保
ちつつ柱状構造物の周囲に沿って移動させ、鎖状体を柱
状構造物表面上を滑動させて付着物を除去することを特
徴とする円形柱状構造物のケレン方法。
1. A chain-shaped body is hung down in a U-shape so as to contact the outer periphery of a columnar structure having a circular cross section, and the chain-shaped body is moved around the columnar structure while maintaining the U-shape. A Keren method for a circular columnar structure, wherein a chain is slid on the surface of the columnar structure to remove extraneous matter.
【請求項2】 前記接触する外周は柱状構造物の中心角
で180度以上であることを特徴とする請求項1記載の
円形柱状構造物のケレン方法。
2. The method according to claim 1, wherein the outer periphery of the columnar structure has a central angle of 180 degrees or more at the center angle of the columnar structure.
【請求項3】 前記鎖状体はそれぞれ上端係止位置、垂
下位置、垂下長さの異なる複数本を用いることを特徴と
する請求項1記載の円形柱状構造物のケレン方法。
3. The method according to claim 1, wherein a plurality of chains are used, each having a different upper end locking position, a hanging position, and a hanging length.
【請求項4】 前記鎖状体の垂下端に付加重量物を吊下
することを特徴とする請求項1記載の円形柱状構造物の
ケレン方法。
4. The method according to claim 1, wherein an additional weight is suspended from a hanging lower end of the chain.
JP8279300A 1996-10-22 1996-10-22 Keren method for circular columnar structures Expired - Fee Related JP3065952B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8279300A JP3065952B2 (en) 1996-10-22 1996-10-22 Keren method for circular columnar structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8279300A JP3065952B2 (en) 1996-10-22 1996-10-22 Keren method for circular columnar structures

Publications (2)

Publication Number Publication Date
JPH10118580A JPH10118580A (en) 1998-05-12
JP3065952B2 true JP3065952B2 (en) 2000-07-17

Family

ID=17609255

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8279300A Expired - Fee Related JP3065952B2 (en) 1996-10-22 1996-10-22 Keren method for circular columnar structures

Country Status (1)

Country Link
JP (1) JP3065952B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113737637B (en) * 2021-09-26 2023-04-18 烟建集团有限公司 High stability dysmorphism pier stud
CN114769179B (en) * 2022-06-07 2022-10-04 江苏海通海洋工程装备有限公司 Maritime work platform pile leg decontamination device

Also Published As

Publication number Publication date
JPH10118580A (en) 1998-05-12

Similar Documents

Publication Publication Date Title
JPS59109696A (en) Drilling system from water surface without receiving wave influence
JP3065952B2 (en) Keren method for circular columnar structures
JP3020896B2 (en) Temporary deadline method and assembly / sinking device for deadline members
CN213510418U (en) Local boulder treatment equipment in underground continuous wall construction process
JP2767224B2 (en) Underwater concrete casting equipment
CN213682271U (en) Automatic soil taking and transporting device
CN214989692U (en) Nodular cast iron pipeline hoisting structure
CN108750929B (en) Lifting appliance special for vertical rod of excavator
JPS62122898A (en) Underwater work equipment
CN216108647U (en) Single-pile anti-scouring protection bottom
CN215718459U (en) Rig substructure convenient to rig transportation
CN210915205U (en) Manned hanging basket for oil rig
CN223386543U (en) A walking device for concrete guardrail
CN221027332U (en) Complex interactive boulder stratum rotary digging pore-forming cast-in-place pile
CN218405548U (en) Inspection well anti-falling device with antitheft function
KR102524910B1 (en) Water jet cutting methods for cutting pile that supports top side when dismantling offshore structures in underwater
CN210340234U (en) Civil engineering construction is with sewer pipe transfer device
CN216943122U (en) Multifunctional trolley for hoisting plastic pipes
CN210176357U (en) Novel underground pipe jacking construction equipment
JP3683238B2 (en) Vertical shaft construction machine and its width reduction method
JPH0665920A (en) Bonded steel plate cleaning device for underground wall joints
JP3754336B2 (en) Double pipe buried pile device and construction method
JP4061477B2 (en) Pile continuous pulling method by aerial movement of pile puller and aerial mobile pile puller
JP2591385Y2 (en) Drilling auxiliary equipment for foundation work
JP3486135B2 (en) Construction method of construction material and processing stone

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20000425

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees