JPS5810560B2 - Plug construction method for bedrock shafts - Google Patents
Plug construction method for bedrock shaftsInfo
- Publication number
- JPS5810560B2 JPS5810560B2 JP55087084A JP8708480A JPS5810560B2 JP S5810560 B2 JPS5810560 B2 JP S5810560B2 JP 55087084 A JP55087084 A JP 55087084A JP 8708480 A JP8708480 A JP 8708480A JP S5810560 B2 JPS5810560 B2 JP S5810560B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- pedestal
- plug
- shaft
- construction method
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】
岩盤内の貯油槽の立坑に水平のコンクリートプラグを形
成するに際し、通常の方法で施工するには立坑のコンク
リートプラグを設けようとする位置を発破によって広げ
、下部の横孔の底面から支保材を組みその上部に型枠を
組み、コンクリートを打設して形成するものであるが、
横孔の底面から支保材を組むにはその作業も大変で支保
材も大量に必要とする等の欠点を有しているものである
。[Detailed Description of the Invention] When forming a horizontal concrete plug in the shaft of an oil storage tank in bedrock, the conventional method is to widen the position of the shaft where the concrete plug is to be installed by blasting, and then It is formed by placing shoring material from the bottom of the hole, building a formwork on top of it, and pouring concrete.
This method has drawbacks such as the work involved in assembling the shoring material from the bottom of the horizontal hole and the need for a large amount of shoring material.
本願はこれ等の欠点に鑑み、簡単且つ迅速に施工するこ
とができるように発明したもので、その一実施例を説明
すれは、立坑1を掘抜コンクリ−トプラグ2を設けよう
とする位置を発破1によって広げて凹所3を形成した後
、台座コンクリート4を固定するロックアンカー5を下
方向に斜状に数本打ち込み、且つロックアンカー5の上
端少し突出した状態で打ち込み、その後台座コンクリー
ト4用の型枠6を上部より吊り降したり、簡単な梯子等
を使用して枠組みし、サポート7で型枠6を支持し、凹
所3の型枠6内にコンクリート8を打設して段部9付の
台座4を形成し、該段部9にプレキャストコンクリート
版10を吊り降して嵌合し、且つ又、立坑1が大きい場
合は必要に応じ二三分割したプレキャストコンクリート
版10を嵌合することも可能である。In view of these drawbacks, the present application was invented to enable easy and quick construction.In order to explain one embodiment, the shaft 1 is excavated and the position where the concrete plug 2 is to be installed is determined. After expanding by blasting 1 to form a recess 3, several rock anchors 5 for fixing the pedestal concrete 4 are driven diagonally downward, and the upper ends of the rock anchors 5 are slightly protruded, and then the pedestal concrete 4 is The formwork 6 is suspended from above or framed using a simple ladder, the formwork 6 is supported by supports 7, and concrete 8 is poured into the formwork 6 in the recess 3. A pedestal 4 with a stepped portion 9 is formed, a precast concrete slab 10 is suspended and fitted onto the stepped portion 9, and if the shaft 1 is large, the precast concrete slab 10 is divided into two or three parts as necessary. It is also possible to fit them together.
その後プレキャストコンクリート版10上に鉄筋11を
組み立てプラグ用のコンクリート12を打設してコンク
リートプラグ2を形成するものである。Thereafter, reinforcing bars 11 are assembled on the precast concrete slab 10, and concrete 12 for the plug is poured to form the concrete plug 2.
台座4には段部9はあってもなくともよいものである。The pedestal 4 may or may not have the stepped portion 9.
本願は前記したように施工するので大がかりな支保材等
を必要とせず簡単に施工できるので施工期間も短時間で
、且つ施工も容易であるなどの特徴を有するものである
。Since the present application is constructed as described above, it can be easily constructed without requiring large-scale shoring materials, so the construction period is short and the construction is easy.
本願は斜上のように立坑を掘削後コンクリートプラグを
設けようとする位置を発破によって広げた後、台座コン
クリートを固定するロックアンカーを立坑周囲に打ち込
み、台座コンクリートを打設してロックアンカーの上端
と台座とを一体にすると共に、台座の上にプレキャスト
コンクリート版を布設した後、プレキャストコンクリー
ト版上に鉄筋組立てその後プラグ用のコンクリートを打
設して成るので施工が容易で、施工期も短時間ででき、
支保材も必要とせずそれだけ施工費も安くすることがで
きる等の特徴を有するものである。In this application, after excavating a vertical shaft diagonally upward, the location where the concrete plug is to be installed is widened by blasting, and then rock anchors to fix the pedestal concrete are driven around the shaft, the pedestal concrete is poured, and the upper end of the rock anchor is In addition to integrating the pedestal and the pedestal, a precast concrete slab is laid on the pedestal, reinforcing bars are assembled on the precast concrete slab, and then concrete for the plug is poured, making construction easy and the construction period short. Made of
It has the advantage of not requiring any shoring material and can reduce construction costs accordingly.
第1図は貯油槽全体の断面図、第2図は台座を形成する
前の型枠を組み立てた状態の断面図、第3図は台座を形
成した状態の断面図、第4図はプラグを形成する状態の
断面図である。Figure 1 is a sectional view of the entire oil storage tank, Figure 2 is a sectional view of the assembled formwork before forming the pedestal, Figure 3 is a sectional view of the pedestal formed, and Figure 4 is a sectional view of the plug. It is a sectional view of a state in which it is formed.
Claims (1)
位置を発破によって広げた後、台座コンクリートを固定
するロックアンカーを立坑周囲に打ち込み、台座コンク
リートを打設してロックアンカーの上端と台座とを一体
にすると共に、台座の上にプレキャストコンクリート版
を布設した後、プレキャストコンクリート版上に鉄筋組
立てその後プラグ用のコンクリートを打設して成ること
を特徴とする岩盤の立坑のプラグ施工工法。1 After excavating the shaft, expand the location where the concrete plug is to be installed by blasting, then drive rock anchors to fix the pedestal concrete around the shaft, pour the pedestal concrete, and unite the top end of the rock anchor with the pedestal. At the same time, this plug construction method for a rock shaft is characterized in that a precast concrete slab is laid on the pedestal, reinforcing bars are assembled on the precast concrete slab, and then concrete for the plug is poured.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP55087084A JPS5810560B2 (en) | 1980-06-26 | 1980-06-26 | Plug construction method for bedrock shafts |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP55087084A JPS5810560B2 (en) | 1980-06-26 | 1980-06-26 | Plug construction method for bedrock shafts |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5712795A JPS5712795A (en) | 1982-01-22 |
JPS5810560B2 true JPS5810560B2 (en) | 1983-02-26 |
Family
ID=13905073
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP55087084A Expired JPS5810560B2 (en) | 1980-06-26 | 1980-06-26 | Plug construction method for bedrock shafts |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5810560B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51112049A (en) * | 1975-03-25 | 1976-10-04 | Toshiba Corp | Counter weight |
-
1980
- 1980-06-26 JP JP55087084A patent/JPS5810560B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5712795A (en) | 1982-01-22 |
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