JPS6143496B2 - - Google Patents

Info

Publication number
JPS6143496B2
JPS6143496B2 JP22440183A JP22440183A JPS6143496B2 JP S6143496 B2 JPS6143496 B2 JP S6143496B2 JP 22440183 A JP22440183 A JP 22440183A JP 22440183 A JP22440183 A JP 22440183A JP S6143496 B2 JPS6143496 B2 JP S6143496B2
Authority
JP
Japan
Prior art keywords
sand
earth
frame
center
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
JP22440183A
Other languages
Japanese (ja)
Other versions
JPS60119823A (en
Inventor
Masayoshi Hiranuma
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP22440183A priority Critical patent/JPS60119823A/en
Publication of JPS60119823A publication Critical patent/JPS60119823A/en
Publication of JPS6143496B2 publication Critical patent/JPS6143496B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Description

【発明の詳細な説明】 本発明はケーソン作業室の施工法及びこの施工
に用いる土砂セントルに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a caisson work chamber and an earth and sand center used in this construction.

従来、土砂セントルを用いてケーソン工事を行
う場合には、まず施工すべき位置の地盤上に盛土
により土砂セントルを造成し、ついでこの土砂セ
ントル上にケーソンの第1躯体を形成し、その後
この躯体のシヤフト孔を利用して人力により初期
掘削をして、土砂セントル内に作業孔を設け、こ
の作業孔内でシヤフト孔を通じて降ろした掘削機
械部品を組み立てて、組立て後に土砂セントルを
機械掘削して第1躯体の下方に作業室を施工する
ものであつた。しかしながらこの施工法による
と、初期掘削としての作業孔を人力により掘削し
て形成するので、機械掘削に至るまでに人手と時
間がかかる問題があつた。
Conventionally, when constructing a caisson using an earth and sand center, the earth and sand center is first created by embankment on the ground at the location where the construction is to be performed, then the first frame of the caisson is formed on this earth and sand center, and then this skeleton is Initial excavation is performed manually using the shaft hole of the earth and sand center, a working hole is created in the earth and sand center, the excavation machine parts that are lowered through the shaft hole are assembled in this work hole, and after assembly, the earth and sand center is mechanically excavated. A work room was to be constructed below the first frame. However, according to this construction method, a working hole is manually excavated as the initial excavation, so there is a problem in that it takes time and manpower to perform mechanical excavation.

本発明の目的は作業孔の施工作業を簡素化し
て、機械掘削に至るまでの作業の省力化と迅速化
とを図ることにある。
An object of the present invention is to simplify the construction work of a working hole, thereby saving labor and speeding up the work up to mechanical excavation.

本発明の施工法においては、土砂セントルとし
て施工されるべきケーソンのシヤフト孔の下部の
これと対向する位置のセントル内部に、予め砂入
り缶等の仮埋設支保体を埋込んだものを用いる。
この埋設支保体は上記シヤフト孔から第1躯体外
へ取り出し得る大きさと重量を有する。そして施
工法は、まず、上記土砂セントル上にケーソンの
第1躯体を施工し、ついでこの第1躯体のシヤフ
ト孔を利用して、埋込んである支保体を躯体上方
へ引き上げ、この引上げによつて土砂セントル内
に孔ができ、この孔を作業孔としてこの孔内で掘
削機械の組立てを行つてから、土砂セントルの機
械掘削等の掘削をして、第1躯体下方に作業室を
施工するものである。
In the construction method of the present invention, a temporary buried support such as a sand-filled can is embedded in advance inside the center at a position opposite to the lower part of the shaft hole of the caisson to be constructed as an earth and sand center.
This buried support has a size and weight that allows it to be taken out of the first frame through the shaft hole. The construction method is to first construct the first frame of the caisson on top of the earth and sand center, then use the shaft hole of this first frame to pull up the embedded supporting body above the frame. A hole is created in the earth and sand center, this hole is used as a work hole, and an excavation machine is assembled inside this hole, and then the earth and sand center is excavated by mechanical excavation, etc., and a work room is constructed below the first frame. It is something.

以下本発明の一実施例を図面に基づいて説明す
る。
An embodiment of the present invention will be described below based on the drawings.

まず本発明に係る土砂セントルの具体的構成を
説明し、次にこの土砂セントルを用いて行う作業
室の施工法を説明する。
First, a specific configuration of the earth and sand center according to the present invention will be explained, and then a method of constructing a work room using this earth and sand center will be explained.

第1,2図において、土砂セントル1は地盤上
に高さ2mの盛土により造成したものである。こ
の土砂セントル内には、その外表面で受けている
ケーソンの第1躯体2のシヤフト孔2a及び2b
と対向する位置に、仮埋設支保体としての砂入り
缶3が所定数予め埋込んである。すなわち作業員
が利用するシヤフト孔2aと対向する位置には、
9本の砂入り缶3……が、下段に5本、上段に4
本と積上げた状態で埋設してあり、掘削機械部品
等の運搬路として利用するシヤフト孔2bと対向
する位置には、20本の砂入り缶3……が、上下段
各10本ずつ積上げた状態で埋設してある。
In Figures 1 and 2, the earth and sand center 1 is constructed by embanking to a height of 2 m on the ground. Inside this earth and sand center are shaft holes 2a and 2b of the first frame 2 of the caisson which are received on the outer surface of the center.
A predetermined number of sand-filled cans 3 as temporary burial supports are embedded in advance at a position facing the . In other words, at a position facing the shaft hole 2a used by the worker,
9 cans of sand 3...but 5 on the bottom shelf and 4 on the top shelf
20 sand cans 3 are buried in piles with books, 10 each in the upper and lower tiers, in a position facing the shaft hole 2b used as a transportation path for excavation machine parts, etc. It is buried in good condition.

砂入り缶3は、第3,4図に示すように高さ約
900mm、外径が約550mmのドラム缶状のもので、内
部一杯に砂が収納してある。砂入り缶の外面に
は、縦方向及び水平方向にそれぞれ補強筋4及び
4aが溶接してあり、縦方向の補強筋4は水平方
向の補強筋4aより幾分太いものを用いてある。
砂入り缶3の上端部にはワイヤからなる吊り紐5
が取り付けてある。
The sand-filled can 3 has a height of approximately
It is shaped like a drum with a diameter of 900 mm and an outer diameter of approximately 550 mm, and is filled with sand. Reinforcing bars 4 and 4a are welded to the outer surface of the sand can in the vertical and horizontal directions, respectively, and the reinforcing bars 4 in the vertical direction are somewhat thicker than the reinforcing bars 4a in the horizontal direction.
A hanging string 5 made of wire is attached to the upper end of the sand can 3.
is installed.

土砂セントル1の外表面は捨てコンクリート6
で被覆してある。
The outer surface of the earth and sand center 1 is made of waste concrete 6
It is covered with.

なお、第1躯体2の外周の刃口は地盤G中に打
込んである杭7上で支持されている。
Note that the cutting edge on the outer periphery of the first frame 2 is supported on a pile 7 driven into the ground G.

次に第1躯体の作業室の施工法を、土砂セント
ルの施工作業と共に説明する。
Next, the construction method for the work room of the first frame will be explained together with the construction work for the earth and sand center.

まず、施工されるべきケーソンの第1躯体2、
シヤフト孔2a,2bに対向する位置の地盤G上
の2個所に砂入り缶3……を順次積重ね、ついで
盛土をして砂入り缶を埋設し(第5図)、その後
に盛土の外表面に捨てコンクリート6を打設して
外表面を覆つて、土砂セントル1の造成を終え
る。
First, the first frame 2 of the caisson to be constructed,
The sand-filled cans 3 are stacked one after another in two places on the ground G facing the shaft holes 2a and 2b, and then the sand-filled cans are buried with embankment (Fig. 5), and then the outer surface of the embankment is The construction of the earth and sand center 1 is completed by pouring concrete 6 to cover the outer surface.

そして土砂セントル1上に、第1図に示すよう
に型枠を組立て、配筋し、コンクリートを打設し
て、ケーソンの第1躯体2を形成する。その後、
この第1躯体に設けたシヤフト孔2a,2bを利
用して、クレーンにて順次砂入り缶3……を第1
躯体外へ取り出す。最初の1〜2本を取り出す時
に、缶と缶の間隙に詰まつている土砂を取り除く
ために、この間隙にジエツトを使用すれば、その
引上げが円滑となる。すべての砂入り缶3を引き
上げれば、土砂セントル1内の2個所には、第6
図に示すように各シヤフト孔2a,2bと対向す
る位置に作業孔1a及び1bがそれぞれ形成され
る。各作業孔内及び周辺を必要に応じて掘削整地
して、一方のシヤフト孔2bから掘削機械部品等
を作業孔1b内に降ろし、機械組立てをしてから
掘削機械により、また必要に応じて入力により土
砂セントル1を掘削して、第7図に示すように第
1躯体2の下方に作業室8を形成する。
Then, as shown in FIG. 1, a formwork is assembled on the earth and sand center 1, reinforcement is arranged, and concrete is poured to form the first frame 2 of the caisson. after that,
Using the shaft holes 2a and 2b provided in this first body, a crane sequentially moves sand-filled cans 3... to the first
Take it out of the body. When taking out the first one or two cans, if you use a jet in the gap between the cans to remove the dirt stuck in the gap between the cans, it will be easier to pull them up. If all the sand cans 3 are pulled up, there will be a 6th can in two places in the sand center 1.
As shown in the figure, working holes 1a and 1b are formed at positions facing each shaft hole 2a and 2b, respectively. After excavating and leveling the ground in and around each work hole as necessary, unload the excavation machine parts etc. into the work hole 1b from one shaft hole 2b, assemble the machine, and then input it with the excavation machine as necessary. By excavating the earth and sand center 1, a working chamber 8 is formed below the first frame 2, as shown in FIG.

なお、砂入り缶3としてドラム缶状のものを用
いれば、安価で積重ね及び撤去作業が迅速に伝え
るが、必ずしも砂入りのものに限定されず、砂に
代えて土、砕石等であつてもよい。缶の本数も、
土砂セントルの高さ、ケーソンの第1躯体の大き
さ等によより適宜選択的である。勿論、仮埋設支
保体は缶に限られるものではなく、砂袋等であつ
てもよい。
Note that if a drum-shaped can is used as the sand-filled can 3, it is inexpensive and the stacking and removal work can be done quickly. . The number of cans
It can be selected as appropriate depending on the height of the earth and sand center, the size of the first frame of the caisson, etc. Of course, the temporary burial support is not limited to a can, but may also be a sandbag or the like.

以上説明したように本発明によれば、従来のよ
うに人力掘削により作業孔を施工する必要がない
ので、この作業孔の施工作業が簡素化でき、した
がつて作業孔を利用して機械掘削ができるまでの
作業の省力化及び迅速化を図ることができる。ま
た仮埋設支保体の体積に相当する量の盛土用土砂
を節約できる。
As explained above, according to the present invention, there is no need to construct a working hole by manual excavation as in the past, so the construction work of this working hole can be simplified, and therefore, the work hole can be used for mechanical excavation. It is possible to save labor and speed up the work until the process is completed. Furthermore, it is possible to save earth and sand for embankment in an amount equivalent to the volume of the temporary burial support.

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

第1図は施工状態を示す縦断面図、第2図は第
1図の平面図、第3図は砂入り缶の正面図、第4
図は第3図−線断面図、第5図は砂入缶を埋
設した状態を示す断面図、第6図は砂入缶を取出
した状態を示す断面図、第7図は作業室を施工し
た状態を示す断面図である。 1……土砂セントル、1a,1b……作業孔、
2……第1躯体、2a,2b……シヤフト孔、3
……砂入り缶、5……吊り紐、8……作業室。
Figure 1 is a longitudinal sectional view showing the construction state, Figure 2 is a plan view of Figure 1, Figure 3 is a front view of the sand can, and Figure 4 is a front view of the sand can.
The figure is a cross-sectional view taken along the lines shown in Figure 3, Figure 5 is a cross-sectional view showing the sand canister buried, Figure 6 is a cross-sectional view showing the sand canister removed, and Figure 7 is the state where the work chamber has been constructed. FIG. 1... Sediment center, 1a, 1b... Working hole,
2...First body, 2a, 2b...Shaft hole, 3
...Sand can, 5...Hanging string, 8...Work room.

Claims (1)

【特許請求の範囲】 1 土砂セントル上にケーソンの第1躯体を施工
し、その後この第1躯体に設けてあるシヤフト孔
と対向する位置の土砂セントル内部に埋込んであ
る仮埋設支保体を上記シヤフト孔を利用してクレ
ーン等で第1躯体外方へ取り出し、そしてこの仮
埋設支持体の撤去によつて土砂セントル内に生じ
た孔を作業孔として、この孔内で機械掘削等の掘
削をして第1躯体下方に作業室を形成することを
特徴とするケーソン作業室の施工法。 2 施工されるべきケーソンの第1躯体のシヤフ
ト孔に対向する位置の土砂セントル内部に、仮埋
設支保体を埋込んであり、この仮埋設支保体は上
記シヤフト孔より第1躯体外へ取出し可能の大き
さと重量を有することを特徴とするケーソン作業
室の施工に用いる土砂セントル。 3 特許請求の範囲第2項において、仮埋設支保
体は吊り紐を取り付けているドラム缶状の砂入り
缶であることを特徴とする土砂セントル。
[Scope of Claims] 1. A first frame of the caisson is constructed on the earth and sand center, and then a temporary burial support embedded inside the earth and sand center at a position facing the shaft hole provided in the first body is installed as described above. The shaft hole is used to take out the first frame using a crane, etc., and the hole created in the earth and sand center by the removal of this temporary buried support is used as a working hole, and excavation such as mechanical excavation is carried out in this hole. A method of constructing a caisson working room, characterized in that the working room is formed below the first frame. 2 A temporary buried support is embedded inside the earth and sand center at a position opposite to the shaft hole of the first frame of the caisson to be constructed, and this temporary buried support can be taken out of the first frame through the shaft hole. An earth and sand center used in the construction of a caisson work chamber characterized by having the size and weight of 3. The earth and sand center according to claim 2, wherein the temporary burial support is a drum-shaped sand-filled can to which a hanging string is attached.
JP22440183A 1983-11-30 1983-11-30 Construction work of caisson operation chamber and soil centre therefor Granted JPS60119823A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22440183A JPS60119823A (en) 1983-11-30 1983-11-30 Construction work of caisson operation chamber and soil centre therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22440183A JPS60119823A (en) 1983-11-30 1983-11-30 Construction work of caisson operation chamber and soil centre therefor

Publications (2)

Publication Number Publication Date
JPS60119823A JPS60119823A (en) 1985-06-27
JPS6143496B2 true JPS6143496B2 (en) 1986-09-27

Family

ID=16813172

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22440183A Granted JPS60119823A (en) 1983-11-30 1983-11-30 Construction work of caisson operation chamber and soil centre therefor

Country Status (1)

Country Link
JP (1) JPS60119823A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020656A (en) * 2001-07-05 2003-01-24 Taisei Corp Caisson construction method
US10682830B2 (en) 2013-06-06 2020-06-16 3M Innovative Properties Company Successively peelable coextruded polymer film with embedded antimicrobial layer(s)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020656A (en) * 2001-07-05 2003-01-24 Taisei Corp Caisson construction method
US10682830B2 (en) 2013-06-06 2020-06-16 3M Innovative Properties Company Successively peelable coextruded polymer film with embedded antimicrobial layer(s)

Also Published As

Publication number Publication date
JPS60119823A (en) 1985-06-27

Similar Documents

Publication Publication Date Title
JP2837128B2 (en) Construction method of cast-in-place concrete pile
JPS6143496B2 (en)
JP2000291398A (en) Underground structure and construction method therefor
JP2000129696A (en) Pile foundation method and pile foundation constructed by the method
US4900197A (en) Process for holding up the lateral walls of deep ditches
JPH0721196B2 (en) Reverse construction method of underground structure
JP3637945B2 (en) Construction method of base-isolated building by reverse driving method
JP2633199B2 (en) How to build a concrete foundation
JPS6018769B2 (en) Construction method of underground structure
JP3179243B2 (en) Concrete placement method for deep foundation work
JP2583830B2 (en) Construction method of concrete deep foundation pile
JP2004332368A (en) Construction method of concrete foundation
JP2003074053A (en) Execution method of continuous underground wall and cage unit used for this execution method
JP6851180B2 (en) How to rebuild the building
JP4045623B2 (en) Construction method of reinforced concrete underground floor and underground structure constructed by this method
JPH0347320A (en) Base structure by inverted placing method
JP3567387B2 (en) How to build an underground skeleton
JP2700769B2 (en) Construction method of box-shaped building
JPS5921831A (en) Reverse placement work
JP2892756B2 (en) How to build a basement
JPS59233028A (en) Residential land formation work on sloped ground
JPH0317314A (en) Execution of underground continuous wall
JPH0699940B2 (en) Method of constructing underground skeleton and formwork for underground skeleton construction
CN105887809A (en) Construction method of large-diameter manpower excavation pile
JPS6121277A (en) Building of underground tank