JPS5980817A - Connection work of iron bars in deep foundation work - Google Patents
Connection work of iron bars in deep foundation workInfo
- Publication number
- JPS5980817A JPS5980817A JP19160082A JP19160082A JPS5980817A JP S5980817 A JPS5980817 A JP S5980817A JP 19160082 A JP19160082 A JP 19160082A JP 19160082 A JP19160082 A JP 19160082A JP S5980817 A JPS5980817 A JP S5980817A
- Authority
- JP
- Japan
- Prior art keywords
- bars
- work
- iron bars
- gauge
- reinforcing bars
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Piles And Underground Anchors (AREA)
Abstract
Description
【発明の詳細な説明】
この発明は深礎工法における配筋材の連結作業方法に関
する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for connecting reinforcing members in a deep foundation construction method.
従来、深礎工法は地盤中に径1.4〜8.5mの丸い穴
を人力で掘削し、山止めをしながら掘下げていく工法で
あり、穴の中にはコンクリートを充填し構造物の基礎と
するものである。Conventionally, the deep foundation construction method involves manually digging a round hole with a diameter of 1.4 to 8.5 m in the ground, and digging it down while blocking the pile.The hole is filled with concrete and the structure is This is the basis.
そして、コンクリートの基1漿工召1においては、縦鉄
筋を穴の内縁にそって複数本′?i:環状に配置′Jh
シ、穴内でこれら縦鉄筋を@回するイ」“4鉄筋ン配筋
ずイ〕と共に該横鉄筋を縦鉄筋と連結する作業を行って
おり、この作業は極めて煩雑であった。In addition, for the concrete base 1 and 1st layer, multiple vertical reinforcing bars are placed along the inner edge of the hole. i: Arranged in a ring ′Jh
In addition to rotating these vertical reinforcing bars in the hole, the work involved connecting the horizontal reinforcing bars to the vertical reinforcing bars, which was extremely complicated.
即ち、作業は穴内で行わなければならず狭く、作業性が
悪く、又、上部より物が落下したり、穴内でまれにはガ
スが発生したりし、危険であった@そこでこの発明は上
記の各欠点を除去し、施工が簡単で効率よく、安全に作
業ができる深礎工法における配筋材の連結作業方法を提
供するものである。In other words, the work had to be carried out inside the hole, which was narrow and difficult to work with, and objects could fall from above, and in rare cases, gas was generated inside the hole, which was dangerous. The present invention provides a method for connecting reinforcing materials in a deep foundation construction method that eliminates the drawbacks of the above and allows easy, efficient, and safe construction.
以下、この発明の一実施例を図面に従って説明すると、
地盤中に掘設した穴のOR部より上方【こ、所定の位置
毎に吊り下げた複数本の縦鉄筋(2a)をそれぞれ挿入
し保持させる下位ti決めゲージ(3)を設置し、これ
ら複数本の縦鉄筋(2&)を鉄筋吊りゲージ(4)で一
体に吊り下げ、穴(1]の口縁部(IIL)と下位置決
めゲージ(3)との間で縦鉄筋(2&)を横JsfJ(
2b )で巻き1.rがら針金で結止し、縦鉄筋(2&
)と連結して、この連結作業の終えた部分を穴内に降下
2!せ、111U次この作業を繰り返して地上で連結作
業をするものである。An embodiment of the present invention will be described below with reference to the drawings.
Above the OR part of the hole dug in the ground, install a lower Ti determining gauge (3) that inserts and holds multiple vertical reinforcing bars (2a) suspended at predetermined positions, and The vertical reinforcing bars (2 &) of the book are hung together with the reinforcing bar suspension gauge (4), and the vertical reinforcing bars (2 &) are horizontally suspended between the mouth edge (IIL) of the hole (1) and the lower positioning gauge (3). (
2b) Winding with 1. Tie the r pieces with wire and install vertical reinforcing bars (2 &
) and lower the completed part into the hole 2! This work is then repeated on the 111U to perform the connection work on the ground.
尚、F位置決めゲージ(3)の一実施例としてその構造
を説明すると、複数本の鋼材(8a)を一定角度毎に放
射状に組み各鋼材の中心より一定距離毎にそれぞれ保持
’t<sb>を設け、該保持管(8b)にそれぞれ縦鉄
筋(2&)を挿入し、各縦鉄筋(2a)が所定の位置に
維持するようにしたものである。To explain the structure of the F positioning gauge (3) as an example, a plurality of steel members (8a) are arranged radially at fixed angles and held at fixed distances from the center of each steel member. are provided, and longitudinal reinforcing bars (2&) are inserted into the holding tubes (8b), so that each longitudinal reinforcing bar (2a) is maintained at a predetermined position.
又、鉄筋吊りゲージ(4)の一実施例としてその構造を
説明すると、環状あるいは角状の枠(4a)を設け、こ
れら枠(4a)には補強枠(4a′)を設けており、下
位1斤決めゲージ(3)の保持管(8b)の位置に応当
する箇所にそれぞれ縦鉄筋(2b)を吊るためのp−プ
(4b)をそれぞれ設け、各ロープ(4b)の先端には
それぞれ縦鉄筋(2a)を一時固定するための固定具(
4c)を設けている。Further, to explain the structure as an example of the reinforcing bar suspension gauge (4), an annular or square frame (4a) is provided, a reinforcing frame (4a') is provided on these frames (4a), and a lower A p-pull (4b) for suspending the vertical reinforcing bars (2b) is provided at a location corresponding to the position of the holding tube (8b) of the one-loaf determining gauge (3), and a p-pull (4b) is provided at the tip of each rope (4b). Fixing device for temporarily fixing the vertical reinforcing bars (2a) (
4c).
又、下位置決めゲージ(3)は穴(1)の底から設置さ
れ、地上の作業者の肩の高さまで建築用足場を却みその
上に設ければよい。Further, the lower positioning gauge (3) is installed from the bottom of the hole (1), and a construction scaffolding is installed on top of it to the height of the shoulders of workers on the ground.
この発明は以上の構成からなり、縦鉄筋(2a)と横鉄
筋(2b)(!Jング筋)と全針金で結止する連結作業
を地上の穴口縁付近で行うことができるため作業が楽に
効率よく行え、しかも安全に作業でき極めて有益なる9
果を奏する。This invention has the above-mentioned configuration, and the connection work of connecting the vertical reinforcing bars (2a) and the horizontal reinforcing bars (2b) (!J bars) with all the wires can be performed near the edge of the hole on the ground, making the work easier. It can be done efficiently and safely, making it extremely useful9.
play the fruit.
第1図はこの発明の一実施例を示す説明図、第2図は第
1図中1−I断面図、第8図は第1図中ト」断面図であ
る。
l・・穴 1a・・口縁部 21L・・縦鉄筋 2b・
・横鉄筋 8・・下位置決めゲージ 4・・鉄筋吊りゲ
ージ。
特 許 出願人 有限会社 久−鉄筋代理人 弁理士
三 原 隆
(外1名)FIG. 1 is an explanatory view showing one embodiment of the present invention, FIG. 2 is a sectional view taken along line 1-I in FIG. 1, and FIG. 8 is a sectional view taken along line 1-I in FIG. L... Hole 1a... Edge 21L... Vertical reinforcing bar 2b.
・Horizontal reinforcing bar 8...Lower positioning gauge 4...Rebar suspension gauge. Patent applicant: Kyu-Rebar Co., Ltd. Agent: Takashi Mihara (1 other person)
Claims (1)
に吊り下げた複数本の縦鉄筋をそれぞれ挿入し保持きせ
る下位置決めゲージを設置し、これら複数本の縦鉄筋を
鉄筋吊りゲージで一体に吊り下げ、穴の口縁部と下位置
決めゲージとの間で縦鉄筋を横筋で巻きながら縦鉄筋と
連結して、この連結作業の終えた部分を穴内に降下させ
、順次仁の作業を繰り返して地上で連結作業をする仁と
を特徴とする深礎工法における配筋材の連結作業方法。A lower positioning gauge is installed above the mouth edge of the hole dug in the ground to insert and hold multiple vertical reinforcing bars suspended at predetermined positions, and these multiple vertical reinforcing bars are suspended from the reinforcing bars. Suspend the vertical reinforcing bars together with a gauge, wrap the vertical reinforcing bars with horizontal bars between the edge of the hole and the lower positioning gauge, connect them to the vertical reinforcing bars, lower the connected part into the hole, and then A work method for connecting reinforcing members in the deep foundation construction method, which is characterized by repeating the work and connecting work on the ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19160082A JPS5980817A (en) | 1982-10-30 | 1982-10-30 | Connection work of iron bars in deep foundation work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19160082A JPS5980817A (en) | 1982-10-30 | 1982-10-30 | Connection work of iron bars in deep foundation work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5980817A true JPS5980817A (en) | 1984-05-10 |
Family
ID=16277330
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19160082A Pending JPS5980817A (en) | 1982-10-30 | 1982-10-30 | Connection work of iron bars in deep foundation work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5980817A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07216877A (en) * | 1994-01-27 | 1995-08-15 | Mitsui Constr Co Ltd | Method of building reinforcement and device therefor used for the method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53148108A (en) * | 1977-05-28 | 1978-12-23 | Kingo Asayama | Method and device for placing pile to be driven on spot |
JPS5631412A (en) * | 1979-08-22 | 1981-03-30 | Osaka Print Kk | Treatment of waste printing paste |
-
1982
- 1982-10-30 JP JP19160082A patent/JPS5980817A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53148108A (en) * | 1977-05-28 | 1978-12-23 | Kingo Asayama | Method and device for placing pile to be driven on spot |
JPS5631412A (en) * | 1979-08-22 | 1981-03-30 | Osaka Print Kk | Treatment of waste printing paste |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07216877A (en) * | 1994-01-27 | 1995-08-15 | Mitsui Constr Co Ltd | Method of building reinforcement and device therefor used for the method |
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