JPS6135663Y2 - - Google Patents

Info

Publication number
JPS6135663Y2
JPS6135663Y2 JP16343482U JP16343482U JPS6135663Y2 JP S6135663 Y2 JPS6135663 Y2 JP S6135663Y2 JP 16343482 U JP16343482 U JP 16343482U JP 16343482 U JP16343482 U JP 16343482U JP S6135663 Y2 JPS6135663 Y2 JP S6135663Y2
Authority
JP
Japan
Prior art keywords
bucket
turret
frames
floor plate
cutout hole
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
Application number
JP16343482U
Other languages
Japanese (ja)
Other versions
JPS5967454U (en
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 filed Critical
Priority to JP16343482U priority Critical patent/JPS5967454U/en
Publication of JPS5967454U publication Critical patent/JPS5967454U/en
Application granted granted Critical
Publication of JPS6135663Y2 publication Critical patent/JPS6135663Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 この考案は、地表より土砂を掘削して基礎柱を
装設する時に使用する土砂排出用のバケツトを安
全確実に搬出回転操作せしめる事を目的とした深
層掘削用の櫓装置に関するものである。
[Detailed description of the invention] This invention is a turret for deep excavation that aims to safely and reliably rotate and carry out the bucket for discharging earth and sand used when excavating earth and sand from the ground surface and installing foundation columns. It is related to the device.

一般に深層基礎工事に於ける土砂の外出搬出
は、工事の進行に伴い順次深くなるため、大変に
危険な作業となるものである。
In general, transporting earth and sand out of the house during deep foundation work is extremely dangerous work because the depth gradually increases as the work progresses.

従来この種の深層工事に於ける櫓装置は、掘削
位置の坑芯を中心として三脚、四脚櫓を設置し、
その櫓の脚にウインチを取付け、ウインチの回動
操作でワイヤーが上昇し、ワイヤー先端に結束し
たバケツトの上昇によつて掘削土砂を揚上搬出す
るものであるが、この従来の方法では、バケツト
に入つた土砂が坑口より上部に上昇した時に坑口
にいる作業者が手元に引き寄せてバケツトを転倒
排出する。この場合は、作業者が転倒落下した
り、手元に引き寄せる時にも掘削坑の中に土砂等
が落下する事が屡々発生し、非常に危険であると
共に、バケツトの土砂を転倒して排出するバケツ
ト作業業は大変に面倒なものである。また、従来
の櫓枠では非常に不安定である等の欠点がある。
Traditionally, the turret equipment used in this type of deep-depth construction work is to install a tripod or four-leg turret around the core of the excavation location.
A winch is attached to the leg of the turret, and when the winch is rotated, the wire is raised, and a bucket tied to the tip of the wire is raised to lift up and carry out the excavated soil. When the dirt that has entered the tunnel rises above the tunnel entrance, the worker at the tunnel entrance pulls the bucket toward him and overturns the bucket to discharge it. In this case, workers often fall and fall, or even when pulling the worker closer to the site, dirt, etc. often falls into the excavation pit, which is very dangerous, and the buckets that are used to dispose of the dirt by tipping over are very dangerous. The work is very tedious. Additionally, conventional turret frames have drawbacks such as being extremely unstable.

この考案は上述の各欠点を改良せしめたもの
で、その主たる構成とする所は、組立自在の各種
型鋼よりなる脚柱と表裏の横枠と、左右の側枠と
によつて長方形状の櫓枠本体を構成する。その櫓
枠本体の下方には鉄板等を連接した床板を敷設す
る。この床板には略中央部分に開口部を形成する
と共に、一方端部に欠除孔を形成せしめる。この
開口部には、折畳柵を設けた防護柵を装設する。
また、該欠除孔には、バケツト回転体を回転自在
に吊持する支持枠を装設せしめたものである。従
つて、この考案によれば、防護柵によつて作業者
の転倒落下を完全に防止すると共に、バケツトの
移動作用が障害なく確実容易に達成でき、掘削能
力が非常に速い効果と、バケツト回転体によつて
バケツト内部の土砂の反転放出、復帰作動が簡単
確実にでき、掘削能力が優れ、作業者の安全が充
分に達成できる効果がある。
This idea improves on the above-mentioned drawbacks, and its main structure is to create a rectangular turret with pillars made of various types of steel that can be assembled freely, horizontal frames on the front and back, and side frames on the left and right sides. Configure the frame body. Below the main body of the turret frame, a floor plate with connected iron plates etc. will be laid. An opening is formed in the floor plate approximately in the center, and a cutout hole is formed in one end. This opening will be equipped with a protective fence with a folding fence.
Further, a support frame for rotatably suspending the bucket rotor is installed in the cutout hole. Therefore, according to this invention, the protective fence completely prevents the worker from falling and falling, and the movement of the bucket can be achieved reliably and easily without any obstacles, and the excavation ability is extremely fast, and the rotation of the bucket is very fast. The body can easily and reliably perform the reverse discharge and return operation of the earth and sand inside the bucket, which has excellent excavation ability and is effective in achieving sufficient safety for workers.

次にこの考案の実施例を図面について説明する
と、組立自在となる各種の断面形状を有する型鋼
よりなる櫓枠本体1は、相対する4本の脚柱2,
2……を掘削位置の近傍に長方形状に立設する。
この脚柱2,2には、表裏に水平な数本の横枠
3,3……と、左右側面の上下に架設した側枠
4,4とを各々ボルトナツト等の取着子を以つて
組立自在に構成せしめる。また、該横枠3,3と
脚柱2,2の下端とを傾斜せしめた斜枠20,2
0を以つて連結すると共に、側枠4,4側の脚柱
2,2にも交差した斜枠21,21を架設連結せ
しめてある。
Next, an embodiment of this invention will be described with reference to the drawings.A turret frame main body 1 made of molded steel having various cross-sectional shapes that can be freely assembled is made up of four opposing pillars 2,
2... is erected in a rectangular shape near the excavation position.
On the pillars 2, 2, several horizontal frames 3, 3... which are horizontal on the front and back, and side frames 4, 4 installed above and below the left and right sides are assembled using attachments such as bolt nuts. Freely configure it. Further, diagonal frames 20, 2 in which the horizontal frames 3, 3 and the lower ends of the pillars 2, 2 are inclined
0, and intersecting diagonal frames 21, 21 are also constructed and connected to the pillars 2, 2 on the side frames 4, 4 side.

次に、前記櫓枠本体1には、その下方所定位置
に鉄板9,9……を数個溶接等により長方形状に
連接形成した床板5を敷設せしめてある。該床板
5には、略中央部分に所要の大きさの開口部6を
穿設すると共に、長手方向の一方端部に欠除孔1
0を形成せしめてある。そして、該開口部6の上
部には、所定大の底部の開口している防護柵7を
装設せしめ、該防護柵7の側面には、各々相対向
する上方の一部が開閉する折畳柵11,11を蝶
番12,12を以つて折畳み自在に装設せしめて
ある。また、床板5の長手端部の一方に設けた該
欠除孔10には、バケツト19が嵌合する回動自
在のバケツト回転体8を相対する支持枠13,1
3に枢軸14,14を以つて回転自在に吊持せし
めた該支持枠13,13を嵌装せしめてある。ま
た、該バケツト回転体8の内壁には、密接性の有
る弾性体15を貼着せしゆである。
Next, at a predetermined position below the turret frame main body 1, a floor plate 5 is installed, which is made by welding several iron plates 9, 9, . . . and connecting them into a rectangular shape. The floorboard 5 is provided with an opening 6 of a required size approximately in the center, and a cutout hole 1 at one end in the longitudinal direction.
0 is formed. A protective fence 7 with an open bottom of a predetermined size is installed at the top of the opening 6, and a folding fence 7 whose upper part facing each other can be opened and closed is installed on the side of the protective fence 7. The fences 11, 11 are foldably installed using hinges 12, 12. Further, in the cutout hole 10 provided on one of the longitudinal ends of the floor plate 5, a rotatable bucket rotor 8 into which a bucket 19 is fitted is inserted into the opposing support frames 13, 1.
The support frames 13, 13, which are rotatably suspended by pivots 14, 14, are fitted into the support frames 13, 3. Further, an elastic body 15 with close contact is attached to the inner wall of the bucket rotor 8.

更に、櫓枠本体1の上部の該側枠4,4には、
ホイスト軌条16を架設せしめ、このホイスト軌
条16には、下方にバケツト19を吊下げたワイ
ヤー18を捲き締め自在とする電動ホイスト17
を摺動自在に吊設せしめてある。なお、櫓枠本体
1には所要位置に作業者が昇降する梯子等を装設
してある。更に、脚柱2,2……の下端には、キ
ヤスター等の移動体を装着することもある。
Furthermore, the side frames 4, 4 at the top of the turret frame main body 1,
A hoist rail 16 is constructed, and on this hoist rail 16 is an electric hoist 17 that can freely wind a wire 18 with a bucket 19 suspended below.
is suspended so that it can slide freely. Incidentally, the turret frame main body 1 is equipped with a ladder or the like at a required position for the worker to ascend and descend. Furthermore, a movable body such as casters may be attached to the lower ends of the pillars 2, 2....

この考案は、上述の如き構成からなり、今その
使用法を説明すると、掘削位置の坑口に前記脚柱
2,2……に横枠3,3及び側枠4,4とをボル
トナツト等の取着子を以つて組成せしめる。更
に、表裏と左右側面とを斜枠20,20及び斜枠
21,21とを以つて組成せしめる。然して、床
板5の開口部6下方の掘削坑より掘削された土砂
を電動ホイスト17に捲付けされるワイヤー18
下端のバケツト19に注入し、このバケツト19
を坑口より捲上げて防護柵7の略上方位置にて電
動ホイスト17のホイスト軌条16上の走行によ
り該バケツト回転体まで移動して降下と同時にバ
ケツト回転体8に嵌着し、バケツト回転体8と共
にバケツト19も転倒せしめて内部の土砂を排出
するものである。この時、内部のバケツト19
は、バケツト回転体8の内部の弾性体15によつ
て密接状態に支持され、特別な固定装置を使用し
ないでバケツト19内の土砂のみを転倒排出する
ものである。その後、ワイヤー18の捲上げによ
りバケツト19はバケツト回転体8より離脱し、
電動ホイスト17により、元の坑口である折畳柵
11より掘削坑に降下して作業を繰返して実施す
るものである。この作業によつて垂直円形に堀進
せしめ、所定位置の基礎底にコンクリートを打設
して基礎柱を形成するものである。
This device has the above-mentioned configuration, and to explain how to use it now, the horizontal frames 3, 3 and side frames 4, 4 are attached to the pillars 2, 2, etc. using bolts and nuts at the mine entrance at the excavation location. The composition is made using a groin. Furthermore, the front and back sides and the left and right side surfaces are composed of diagonal frames 20, 20 and diagonal frames 21, 21. Therefore, the wire 18 that is wound around the electric hoist 17 carries the earth and sand excavated from the excavation hole below the opening 6 of the floor plate 5.
Inject it into the bucket 19 at the bottom, and
is hoisted up from the mine entrance, moved to the bucket rotor 8 by running the electric hoist 17 on the hoist rail 16 at a position substantially above the protective fence 7, and is simultaneously lowered and fitted into the bucket rotor 8. At the same time, the bucket 19 is also overturned to discharge the dirt inside. At this time, the internal bucket 19
is closely supported by the elastic body 15 inside the bucket rotor 8, and only the earth and sand in the bucket 19 is tumbled and discharged without using any special fixing device. Thereafter, the bucket 19 is separated from the bucket rotating body 8 by winding up the wire 18,
The electric hoist 17 is used to descend into the excavation pit from the folding fence 11, which is the original pit entrance, and the work is repeated. Through this work, the trench is excavated in a vertical circle, and concrete is placed at the bottom of the foundation at a predetermined location to form foundation columns.

この考案の深層掘削用の櫓装置によれば、深層
掘削の土砂搬出は、作業進行に伴い深くなるため
大変に危険な作業であるが、掘削坑口の上部でバ
ケツトを転倒して土砂の排出をしないので、土砂
が坑口より落下する危険がなく、作業者の落下す
ることが皆無となる効果がある。そして、櫓枠本
体の下方に鉄板等の床板を敷設し、その床板の略
中央部分に開口部を穿設して防護柵を装設せしめ
てあるので、櫓枠本体は全体が強靭化され、且つ
作業性が著しく向上し、防護柵によつて作業者は
転倒落下することがなく、バケツト移動の操作も
安心して出来る優れた効果がある。また、防護柵
に折畳柵を設けてあるので、バケツトの上昇距離
を低くでき、移動にも便利で作業性が大変に優れ
る効果がある。
According to the turret device for deep excavation of this invention, carrying out the earth and sand during deep excavation is a very dangerous work as the work gets deeper as the work progresses. Therefore, there is no danger of earth and sand falling from the pit entrance, and there is an effect that there is no chance of workers falling. A floorboard such as an iron plate is laid below the turret frame body, and an opening is drilled in the approximate center of the floorboard and a protective fence is installed, so the turret frame body is strengthened as a whole. In addition, work efficiency is significantly improved, the protective fence prevents workers from falling, and the operator can move the bucket with confidence. In addition, since the protective fence is provided with a folding fence, the lifting distance of the bucket can be reduced, making it convenient for movement and providing excellent workability.

更に、床板の端部に設けた欠除孔にバケツト回
転体を回転自在に吊持した支持枠を装設せしめた
ことにより、掘削されたバケツト内部の土砂の反
転放出及び復帰作動ができると共に、バケツトを
毎回バケツト回転体に固定しないで同時に回転せ
しめられるという実利的な効果がある。また、こ
の考案は分解組立が自由であるため移動や運搬が
大変に便利である等の効果もある。
Furthermore, by installing a support frame that rotatably suspends the bucket rotor in the cutout hole provided at the end of the floorboard, it is possible to reversely release and return the earth and sand inside the excavated bucket. This has the practical effect of allowing the bucket to be rotated at the same time without being fixed to the bucket rotating body each time. Furthermore, this invention has the advantage of being very convenient to move and transport because it can be disassembled and reassembled freely.

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

図面はこの考案の実施例を示すもので、第1図
はこの考案の正面図、第2図は床板部分の欠除し
た斜面図、第3図は側面図、第4図はバケツト回
転体の欠除した正面図である。符号1は櫓枠本
体、2は脚柱、3は横枠、4は側枠、5は床板、
6は開口部、7は防護柵、8はバケツト回転体、
10は欠除孔、11は折畳柵、13は支持枠、1
5は弾性体、16はホイスト軌条、19はバケツ
トである。
The drawings show an embodiment of this invention: Fig. 1 is a front view of this invention, Fig. 2 is a slope view with the floor plate portion removed, Fig. 3 is a side view, and Fig. 4 is a diagram of the bucket rotor. It is a front view with a part cut out. Reference numeral 1 is the turret frame body, 2 is the pedestal, 3 is the horizontal frame, 4 is the side frame, 5 is the floorboard,
6 is an opening, 7 is a protective fence, 8 is a bucket rotating body,
10 is a cutout hole, 11 is a folding fence, 13 is a support frame, 1
5 is an elastic body, 16 is a hoist rail, and 19 is a bucket.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 各種型鋼よりなる相対する4本の脚柱と表裏に
水平な数本の横枠と左右の上下に架設した側枠と
を各々ボルト・ナツト等の取着子を以つて長方形
状の櫓枠本体を構成せしめ、前記櫓枠本体の下方
には鉄板等を数個連接した長方形状の床板を敷設
せしめ、該床板には略中央部分に開口部を形成す
ると共に、端部に欠除孔を形成せしめ、該開口部
には、折畳柵を設けた防護柵を装設せしめ、該床
板の端部に設けた欠除孔には、バケツト回転体を
回動自在に吊設した支持枠を装設した事を特徴と
する深層掘削用の櫓装置。
A rectangular turret frame body is constructed by connecting four opposing pillars made of various types of steel, several horizontal horizontal frames on the front and back, and side frames installed above and below on the left and right, each with attachments such as bolts and nuts. A rectangular floor plate made of several iron plates etc. connected together is laid below the turret frame body, and the floor plate has an opening approximately in the center and a cutout hole at the end. In addition, a protective fence with a folding fence is installed in the opening, and a support frame with a bucket rotor rotatably suspended is installed in the cutout hole provided at the end of the floorboard. A tower device for deep excavation.
JP16343482U 1982-10-28 1982-10-28 Turret device for deep excavation Granted JPS5967454U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16343482U JPS5967454U (en) 1982-10-28 1982-10-28 Turret device for deep excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16343482U JPS5967454U (en) 1982-10-28 1982-10-28 Turret device for deep excavation

Publications (2)

Publication Number Publication Date
JPS5967454U JPS5967454U (en) 1984-05-07
JPS6135663Y2 true JPS6135663Y2 (en) 1986-10-16

Family

ID=30358607

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16343482U Granted JPS5967454U (en) 1982-10-28 1982-10-28 Turret device for deep excavation

Country Status (1)

Country Link
JP (1) JPS5967454U (en)

Also Published As

Publication number Publication date
JPS5967454U (en) 1984-05-07

Similar Documents

Publication Publication Date Title
CN109989333A (en) Fashioned iron trestle work structure and its installation method for concrete horizontal support
JPS6135663Y2 (en)
JP3820517B2 (en) Seismic isolation structure of building
CN211143084U (en) Supporting construction of foundation ditch
CN203625911U (en) Soil discharging construction structure with pit-in-pit door opening arranged in deep foundation pit
JP7519963B2 (en) Retractable lifting equipment
JP6163681B2 (en) Support structure for tsunami and other disaster prevention pillars
CN218060445U (en) A protection architecture for peripheral building of foundation ditch
JPS6131117Y2 (en)
JP2015025351A (en) Evacuation equipment
KR102376067B1 (en) Safety cage and construction method for the core
JP2855210B2 (en) Work scaffolding in the deep foundation method
CN213358627U (en) Supporting structure of building foundation pit
CN218005817U (en) Outdoor height difference structure cable shaft
CN212612548U (en) Construction structure of manual hole digging pile
JP7337343B2 (en) Strut construction device and strut construction method for protective fence
JP2681219B2 (en) Working scaffolding in the deep foundation method
CN211470688U (en) Protection device for shaft expanding excavation construction operation platform
JP3243539B2 (en) Equipment for setting up piles
JP2681218B2 (en) Working scaffolding in the deep foundation method
JPS5812197B2 (en) Self-erecting tower crane
JPS639636Y2 (en)
JPH0352844Y2 (en)
JPH06306867A (en) Steep slope excavating method and equipment therefor
JPH04363470A (en) Floor construction device