JPS63945Y2 - - Google Patents
Info
- Publication number
- JPS63945Y2 JPS63945Y2 JP1982100186U JP10018682U JPS63945Y2 JP S63945 Y2 JPS63945 Y2 JP S63945Y2 JP 1982100186 U JP1982100186 U JP 1982100186U JP 10018682 U JP10018682 U JP 10018682U JP S63945 Y2 JPS63945 Y2 JP S63945Y2
- Authority
- JP
- Japan
- Prior art keywords
- column
- insertion hole
- reinforcing bar
- block body
- grout
- 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
- 230000037431 insertion Effects 0.000 claims description 35
- 238000003780 insertion Methods 0.000 claims description 35
- 230000003014 reinforcing effect Effects 0.000 claims description 35
- 239000011440 grout Substances 0.000 description 12
- 230000005540 biological transmission Effects 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
Landscapes
- Foundations (AREA)
Description
【考案の詳細な説明】
本考案は特に崖縁等の岩盤よりなる地面に送電
線用の支柱を建設する場合に適した柱体の支柱構
造に関するものである。[Detailed Description of the Invention] The present invention relates to a columnar support structure particularly suitable for constructing a support for a power transmission line on the ground made of rock such as the edge of a cliff.
従来から、このような場所においては、直接岩
盤に穿孔して送電線の支柱を建設することは非常
に困難で、又、その作業には危険を伴うという問
題点があつた。 Conventionally, in such places, it has been extremely difficult to construct power transmission line supports by directly drilling into the bedrock, and this work has been problematic in that it is dangerous.
本考案はこのような問題点に鑑みてなされたも
ので、岩盤上に設置したブロツク体に設けた鉄筋
挿通孔を通して地中に鉄筋を打ち込み、該鉄筋と
鉄筋挿通孔間の隙間にモルタル等のグラウトを充
填してこのグラウトにより鉄筋とブロツク体とを
一体に固着させると共に鉄筋を介してブロツク体
を岩盤に固定させ、さらに、ブロツク体に設けた
柱体挿入孔に柱体の下端部を挿入して該柱体と柱
体挿入孔間の隙間にグラウトを充填することによ
り柱体をブロツク体に固定してなる柱体の支持溝
造を提供するものである。 The present invention was developed in view of these problems, and involves driving reinforcing bars into the ground through reinforcing bar insertion holes provided in a block body installed on bedrock, and applying mortar or the like to the gaps between the reinforcing bars and the reinforcing bar insertion holes. Fill with grout, use this grout to fix the reinforcing bars and block body together, fix the block body to the rock via the reinforcing bars, and then insert the lower end of the column into the column insertion hole provided in the block body. The present invention provides a support groove structure for a column in which the column is fixed to a block by filling the gap between the column and the column insertion hole with grout.
本考案の実施例を図面について説明すると、1
は地上に設置したコンクリートよりなるブロツク
体で、隅角部を切欠した断面正方形の立方体形状
に形成されてあり、その中心部に柱体挿入孔2を
貫設すると共にその周辺の隅角部に4個の鉄筋挿
通孔3を貫設してある。 The embodiments of the present invention will be explained with reference to the drawings: 1
is a block body made of concrete placed on the ground, and is formed into a cubic shape with a square cross section with the corners cut out.A column insertion hole 2 is inserted through the center of the block, and holes are formed in the surrounding corners. Four reinforcing bar insertion holes 3 are provided through the hole.
4は鉄筋挿通孔3を通して地中に打設した鉄筋
で、その表面と鉄筋挿通孔3間の隙間にモルタル
等のグラウト5を充填し、該グラウト5の固化に
より鉄筋4とブロツク体1とを一体に固着してあ
る。 Reference numeral 4 denotes a reinforcing bar that is driven into the ground through a reinforcing bar insertion hole 3. A grout 5 such as mortar is filled in the gap between the surface of the reinforcing bar and the reinforcing bar insertion hole 3, and the grout 5 hardens to connect the reinforcing bar 4 and the block body 1. It is fixed in one piece.
6は前記柱体挿入孔2にその下端部を挿入した
柱体で、該下端部と柱体挿入孔2間の隙間にモル
タル等のグラウト7を充填し、該グラウト7の固
化によつて柱体6の下端部をブロツク体1に一体
に固着してある。 Reference numeral 6 denotes a column whose lower end is inserted into the column insertion hole 2. The gap between the lower end and the column insertion hole 2 is filled with grout 7 such as mortar, and as the grout 7 solidifies, the column is closed. The lower end of the body 6 is integrally fixed to the block body 1.
図中、8は柱体6の上端部に取付けた腕木、9
は該腕木8に架設した送電線である。 In the figure, 8 is a arm attached to the upper end of the column 6, and 9
is a power transmission line installed on the arm 8.
上記のように構成した実施例の柱体支持構造を
施工するには、先ず、岩盤上の適所にブロツク体
1を設置したのち鉄筋挿通孔3を通して鉄筋4を
岩盤に打設し、該鉄筋4と鉄筋挿通孔3間の隙間
にグラウト5を充填して固化させることにより鉄
筋4とブロツク体1とを一体に固着する。 To construct the column support structure of the embodiment configured as described above, first, the block body 1 is installed at an appropriate location on the bedrock, and then the reinforcing bars 4 are driven into the bedrock through the reinforcing bar insertion holes 3, and the reinforcing bars 4 The reinforcing bars 4 and the block body 1 are fixed together by filling the gap between the reinforcing bars 4 and the reinforcing bar insertion holes 3 with grout 5 and solidifying the grout 5.
次いで、柱体挿入孔2に柱体6の下端部を挿入
し、該柱体6と柱体挿入孔2間の隙間にグラウト
7を充填して固化させることにより柱体6の下端
部をブロツク体1に一体に固着させて柱体6の建
設を完了するものである。 Next, the lower end of the column 6 is inserted into the column insertion hole 2, and the gap between the column 6 and the column insertion hole 2 is filled with grout 7 and solidified, thereby blocking the lower end of the column 6. The construction of the column 6 is completed by fixing it integrally to the body 1.
以上のように本考案の柱体支持構造は、中心部
に柱体挿入孔2を貫設すると共に、該柱体挿入孔
2の周辺部の少なくとも四隅部に鉄筋挿通孔3を
貫設した立方体のコンクリートブロツク体1を地
上に設置し、該ブロツク体1の鉄筋挿通孔3を通
して地中に該挿通孔3より小径の鉄筋4を打設す
ると共に前記柱体挿入孔2に該挿入孔2よりも小
径の柱体6の下端部を挿入し、鉄筋挿通孔3と鉄
筋4間の隙間及び柱体挿入孔2と柱体6間の隙間
にグラウト5,7を夫々充填して該グラウト5,
7により鉄筋4と柱体6とをコンクリートブロツ
ク体1に固着してなるものであるから、柱体6の
下端部を立方体のコンクリートブロツク体1に貫
設した挿入孔2の全長に亘つてグラウト7を介
し、ブロツク体1に強固に固定させることができ
ると共に、鉄筋挿通孔3を通して岩盤に打設した
鉄筋4もグラウト5を介してブロツク体1に確実
に固着させることができ、従つて、極めて簡単な
構造でブロツク体1を介して柱体6を岩盤上に確
実に安定した状態で立設、支持できるものであ
り、従来から柱体の建設が困難であつた場所でも
危険を伴わずに簡単な作業で柱体建設作業が行な
えるものである。 As described above, the column support structure of the present invention is a cubic structure having a column insertion hole 2 in the center and reinforcing bar insertion holes 3 in at least four corners of the periphery of the column insertion hole 2. A concrete block body 1 is installed on the ground, and a reinforcing bar 4 having a smaller diameter than the through hole 3 is driven into the ground through the reinforcing bar insertion hole 3 of the block body 1, and a reinforcing bar 4 with a diameter smaller than that of the through hole 3 is inserted into the column insertion hole 2 from the insertion hole 2. The lower end of the small-diameter column 6 is inserted, and the gap between the reinforcing bar insertion hole 3 and the reinforcing bar 4 and the gap between the column insertion hole 2 and the column 6 are filled with grouts 5 and 7, respectively.
7, the reinforcing bars 4 and the column 6 are fixed to the concrete block 1, so the lower end of the column 6 is grouted over the entire length of the insertion hole 2 penetrated through the cubic concrete block 1. 7, the reinforcing bars 4 driven into the rock through the reinforcing bar insertion holes 3 can also be securely fixed to the block 1 via the grout 5. With an extremely simple structure, the column 6 can be reliably and stably erected and supported on the bedrock via the block 1, and can be used without danger even in places where it has traditionally been difficult to construct columns. Column construction work can be done easily.
図面は本考案の実施例を示すもので、第1図は
全体図、第2図は要部の平面図、第3図は第2図
A−A線における断面図である。
1……ブロツク体、2……柱体挿入孔、3……
鉄筋挿通孔、4……鉄筋、6……柱体、5,7…
…グラウト。
The drawings show an embodiment of the present invention; FIG. 1 is an overall view, FIG. 2 is a plan view of a main part, and FIG. 3 is a sectional view taken along the line A--A in FIG. 2. 1...Block body, 2...Column body insertion hole, 3...
Reinforcing bar insertion hole, 4... Reinforcing bar, 6... Column, 5, 7...
…grout.
Claims (1)
体挿入孔2の周辺部の少なくとも四隅部に鉄筋挿
通孔3を貫設した立方体のコンクリートブロツク
体1を地上に設置し、該ブロツク体1の鉄筋挿通
孔3を介して地中に該挿通孔3よりも小径の鉄筋
4を打設すると共に前記柱体挿入孔2に該挿入孔
2よりも小径の柱体6の下端部を挿入し、鉄筋挿
通孔3と鉄筋4間の隙間及び柱体挿入孔2と柱体
6間の隙間にグラウト5,7を夫々充填して該グ
ラウト5,7により鉄筋4と柱体6とをコンクリ
ートブロツク体1に固着してなる柱体の支持構
造。 A cubic concrete block body 1 having a column insertion hole 2 in the center and reinforcing bar insertion holes 3 in at least four corners around the column insertion hole 2 is installed on the ground. A reinforcing bar 4 with a smaller diameter than the insertion hole 3 is driven into the ground through the reinforcing bar insertion hole 3 of the body 1, and a lower end portion of the column 6 with a smaller diameter than the insertion hole 2 is inserted into the column insertion hole 2. The grouts 5 and 7 are filled in the gap between the reinforcing bar insertion hole 3 and the reinforcing bar 4 and the gap between the column insertion hole 2 and the column 6, respectively, and the grouts 5 and 7 connect the reinforcing bar 4 and the column 6. A column support structure fixed to a concrete block body 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10018682U JPS593955U (en) | 1982-07-01 | 1982-07-01 | Column support structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10018682U JPS593955U (en) | 1982-07-01 | 1982-07-01 | Column support structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS593955U JPS593955U (en) | 1984-01-11 |
JPS63945Y2 true JPS63945Y2 (en) | 1988-01-11 |
Family
ID=30237115
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10018682U Granted JPS593955U (en) | 1982-07-01 | 1982-07-01 | Column support structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS593955U (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH026063U (en) * | 1988-06-27 | 1990-01-16 |
-
1982
- 1982-07-01 JP JP10018682U patent/JPS593955U/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH026063U (en) * | 1988-06-27 | 1990-01-16 |
Also Published As
Publication number | Publication date |
---|---|
JPS593955U (en) | 1984-01-11 |
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