JPS6121278A - Split block stay anchor - Google Patents

Split block stay anchor

Info

Publication number
JPS6121278A
JPS6121278A JP13975684A JP13975684A JPS6121278A JP S6121278 A JPS6121278 A JP S6121278A JP 13975684 A JP13975684 A JP 13975684A JP 13975684 A JP13975684 A JP 13975684A JP S6121278 A JPS6121278 A JP S6121278A
Authority
JP
Japan
Prior art keywords
blocks
view
concrete
planned
block
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.)
Granted
Application number
JP13975684A
Other languages
Japanese (ja)
Other versions
JPH0377330B2 (en
Inventor
嗣彦 渡辺
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13975684A priority Critical patent/JPS6121278A/en
Publication of JPS6121278A publication Critical patent/JPS6121278A/en
Publication of JPH0377330B2 publication Critical patent/JPH0377330B2/ja
Granted legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 発明の目的 「産業上の利用分野」 本願発明は電柱等の倒伏を防止せんとして電柱上部と斜
方向地表部とをステーに依って連結する場合、地表部の
支持力を確立するため地中に埋入設置される支持物とな
る分割ブロックステーアンカーに係る発明である。
[Detailed Description of the Invention] Purpose of the Invention "Industrial Application Field" The present invention relates to the supporting capacity of the ground surface when the upper part of the utility pole and the diagonal ground surface are connected by a stay in order to prevent the utility pole from falling down. This invention relates to a split blockstay anchor that serves as a support that is buried underground to establish a structure.

「従来の技術」 従来この種技術は第14図の様に計画された表面積を有
する方形平面のコンクリートプロ・ツク (18)の中
心部にブロック孔(19)を工作しこれに上引棒(8)
を通人してワッシャー(6)とナツト(20)にて結合
した単純構造のものであって要求される耐張力に依って
表面積と耐圧強度たる肉厚量が異るのであるが、中心部
の一点支持であるため相当な肉厚強度が必要となり例え
ば市販されて居る数種のコンクリートブロックアンカー
の平均値に於いて5tonの耐張力用ブロックアンカー
の場合、表面形状は55cm方形にしてその肉厚背高量
は15cm前後にて重量は50kg以上の重量物となる
のである。
``Prior Art'' Conventionally, this type of technology involves making a block hole (19) in the center of a rectangular planar concrete block (18) with a planned surface area as shown in Fig. 8)
It has a simple structure in which the washer (6) and the nut (20) are connected through the passage, and the surface area and wall thickness (compressive strength) differ depending on the required tensile strength. Since it is supported at one point, considerable wall thickness and strength are required. For example, in the case of a block anchor for tensile strength of 5 tons, which is the average value of several types of concrete block anchors on the market, the surface shape is 55 cm square and its wall thickness is The thickness and height are around 15 cm, and the weight is over 50 kg.

処がこのコンクリートブロックが最も多用される用途は
圧倒的に電柱支線用となるのであるがその使用実態、は
都市にありで家屋が密集する狭隘地面や又地方にありて
は山間僻地のあらゆる地域に林立する厖大量の電柱を追
って逐次激しく移動しつつ施工されるものであるから様
々な地形があって機械力が全く駆使出来ない場合が屡々
である。
However, the most common use of this concrete block is overwhelmingly for utility pole branch lines, but its actual use is in urban areas where houses are densely packed, and in rural areas in all kinds of remote areas in the mountains. Since construction work is carried out by moving vigorously one after another in pursuit of the large number of telephone poles that stand in a forest, there are many cases where mechanical power cannot be used at all due to the various terrain.

この様な場合にはやむなく人力のみで施工せざるを得ず
して55cm方形の容積と50kg以上の重量物は取扱
いが極めて不便であり、巨また2m深度程度の穴を掘っ
てその大塵に埋入するのであるから非常に危険であって
その改善は強く要望されて居るのである。
In such cases, construction work has to be carried out by hand alone, and it is extremely inconvenient to handle objects with a volume of 55 cm square and a weight of 50 kg or more, and a large hole of about 2 m depth must be dug to remove the large dust. Since it is implanted, it is very dangerous, and there is a strong demand for improvement.

「発明が解決しようとする問題点」 この様な事態に対して本願発明はブロックを平面積上計
画せる数ケに分割化して小面積化すと共に小面積化に依
る減少耐張力に見合って耐圧強度も減少せしめて飛躍的
に軽量化した上、各個のブロックは夫々その平面中央部
に上引荷重点を設は梱包搬送時には夫々を積重ねて小容
量化軽量荷姿とし、使用時に於いて夫々を平面的に結合
して予定面積に拡大化しその合力を以って目的を達成せ
んと願ったものである。
"Problems to be Solved by the Invention" In response to such a situation, the present invention divides the block into several pieces planned on the planar area to reduce the area, and increases the pressure resistance to compensate for the reduced tensile strength due to the reduction in area. In addition, each block has a top-pulling load point in the center of its plane, which allows it to be stacked on top of each other during packaging and transportation to reduce capacity and reduce weight. The idea was to connect them two-dimensionally, expand them to the intended area, and use the resultant force to achieve the goal.

発明の構成 [問題を解決するための手段」 この様な問題点に対して本願発明はその解決手段として
上記せる55cm方形自重50kg以上にしてS to
n用耐張カブロックアンカーを対象とせる場合、先ず表
面積を4等分化して夫々27.5cm方形にすると共に
5 tonの耐張力に見合った耐圧強度も4等分化した
1、25tonの強度とした上各個は夫々独立したブロ
ックアンカーとしての機能を発揮し得る様に平面中央部
に−L引荷重支点を設けることとし、使用に当っては4
ケを平板面一に密接結合すると)tに夫々のブロックは
すべてその中央部を一ヒ引荷重点に転換した上改めて集
合結束してその合力を活用せんとすれば事態は望外に有
利に展開するのである、即ち27 、5cm方形の面積
を以って1.25tonの耐圧強度を求める状態に於い
てこれをコンクリートのみで造成するとなれば相当な自
重となるが、若しも鋼板で処理するとなれば僅かに1.
5mm程度の薄鋼板を以って十分であってこれを以って
自重も実に1 、5J(g程度に軽量化されるのである
、処が本願発明は地中に埋設するものでるから1.5n
+mll板では容易に腐蝕消滅する危険が生ずるので、
これを全周面を強度維持上と防蝕トとの両面より必要量
コンクリートにて被覆した鋼板コンクリートブロックと
すると、総肉厚背高量は実に3cmと驚異的に薄肉背高
量となり自重も5kg程度に軽量化し得ることになって
正に近代的軽薄短小指向に適合する至便性となるのであ
る。
Structure of the Invention [Means for Solving the Problem] The present invention provides a means for solving these problems by making the above-mentioned 55 cm square with a weight of 50 kg or more.
When targeting a tension-resistant Cublock anchor for n, first divide the surface area into four equal parts and make each 27.5 cm square, and also divide the pressure strength corresponding to the tensile strength of 5 tons into four equal parts with a strength of 1.25 tons. In addition, a -L pulling load fulcrum is provided in the center of the plane so that each block anchor can function as an independent block anchor.
(If the blocks are closely connected to the same flat surface), the central part of each block is converted into a pulling load point, and the situation turns out to be unexpectedly advantageous. In other words, if we were to create a compressive strength of 1.25 tons with a 5 cm square area and were to construct it with only concrete, it would have a considerable dead weight, but if we treated it with steel plates, Only 1.
A thin steel plate of about 5 mm is sufficient, and the weight can be reduced to about 1.5 J (g), but since the present invention is buried underground, 1. 5n
+ml board is at risk of being easily corroded, so
If this is made into a steel plate concrete block whose entire circumference is coated with the required amount of concrete for both strength maintenance and corrosion protection, the total wall thickness and height will be 3 cm, which is an amazingly thin wall and height, and its own weight will be 5 kg. This makes it possible to reduce the weight to a certain degree, making it very convenient and suitable for the modern trend of lightness, thinness, shortness, and smallness.

1作用及び実施例」 以上の手段を具現化すため本願発明はその構造を以下の
様にしたのであってこれを詳記すると先ず添付図面に依
る第1開平面図及び第2図側面図を以ってこれは4ケに
分割されたブロック芯材となる鋼板体(A)を説明せる
ものであって、(IIは4辺を必要量に起上り屈曲せし
めた方形板に依る枠板であり、この枠板(1)の起上り
屈曲側の平板面上には中央部が必要量に□重複交叉して
交叉孔(3)が造成される様に夫々直角に屈曲された補
強板(2)を夫々の端部を4隅部に密着(しめた状態で
固着し、叉交叉された夫々の補強板に依って構成された
4ケの3角形状平板面は夫々必要i量に開窓した乍開窓
平板面を屈曲して連結窓(4)とする。
1 Effects and Examples" In order to embody the above means, the structure of the present invention is as follows. To describe this in detail, first, the first open plan view and the second side view according to the attached drawings are as follows. This explains the steel plate body (A) that is divided into four pieces and serves as the core material of the block, (II is a frame plate made of square plates with the four sides raised and bent by the required amount. , On the flat plate surface of this frame plate (1) on the rising and bent side, reinforcing plates (2) are bent at right angles so that the center portion overlaps with the required amount to create a cross hole (3). ) are tightly attached (tightened) to the four corners, and the four triangular flat plate surfaces constituted by the crisscrossed reinforcing plates are each fenestrated to the required amount. Then, the flat plate surface of the fenestration is bent to form a connecting window (4).

次に第3図側面図及び第4回正面図を以ってこれは集合
棒(5)に係る説明であって計洒丈区の丸鋼を以ってこ
れを中央部より計画された拡開状となる様に屈曲した上
、夫々の端部を必要量平行状′態に直線化しこの部にワ
ッシャーを固着して夫々の端部はねじを螺設する、叉第
5図は上記集合棒(5)を将来2ヶ並列せしめてこれと
一体化に連結されて上用荷重するための上引棒(8)に
°係るもので、集合棒(5)の屈曲部を2ヶ並列して結
合し得る様に結合孔(10)を貫通穿孔せる結合金具(
9)の上辺に上引棒(8)の先端を通人した上これを結
合金具のU状内面に沿って屈曲して結合金具(9)と一
体化固着した構造としたものである。
Next, with the side view in Figure 3 and the front view in Figure 4, this is an explanation of the assembly rod (5), which is planned to be expanded from the center using round steel from Keiyakujoku. After bending it so that it is open, each end is straightened to the required amount in a parallel state, a washer is fixed to this part, and a screw is screwed into each end. This is related to the lifting rod (8) that will be connected to two rods (5) in parallel in the future to carry upward loads, and the bent part of the group rod (5) will be placed in parallel. A coupling fitting (to which the coupling hole (10) is drilled through so that the coupling can be made by
The tip of the upper pulling rod (8) is passed through the upper side of 9), and this is bent along the U-shaped inner surface of the coupling fitting to be integrally fixed with the coupling fitting (9).

続いて第6図星面図及び第7図側面図は夫々分割ブロッ
ク(B)を説明せるものであってこれは上記鋼板体(A
)の全周面を充分なる耐圧強度と耐蝕量となるコンクリ
ート層(11)にて被覆せるものであって、4角部の何
れかの1ケを若干量斜行切欠して切欠部(13)とした
」−交叉孔(3)に該当する部のコンクリート層(11
)はb通したコンクリート孔(12)として開孔するの
である。
Next, the star view in Figure 6 and the side view in Figure 7 are for explaining the divided block (B), which is the same as the steel plate body (A).
) is covered with a concrete layer (11) that has sufficient pressure resistance and corrosion resistance, and one of the four corners is slightly diagonally cut out to form a notch (13). ) - Concrete layer (11) in the area corresponding to the cross hole (3)
) is opened as a concrete hole (12) through b.

尚連結窓(4)は鋼板体(’A )とコンクリート層(
11)との一体化密着状態を一旧効果的にするためのも
のである。
The connecting window (4) is made up of a steel plate body ('A) and a concrete layer (
11) to make the integrated close contact state more effective.

この様にして4ケに分割された形状の分割ブロック(B
)はその施工に当っては第10図の様に夫々の切欠部(
13)を中心部に集合せしめ、方形に密接せしめて配置
した上この状態を維持確立せしめるため第11図の様に
連結具(C)を以って連結しなくてはならないのである
が、この連結具(C)は第一8図平面図及び第9図側面
図を以って中央に位置せる方形の結合板(15)の中心
部に中心孔(16)を穿孔した上直角交叉する4方向に
夫々等量に伸張し且先端に連結板孔(17)を穿孔せる
連結板(14)を固着してなるものであって、これを4
ヶ集合密接化された分割ブロック(B)の上辺と下辺に
夫々配置した上集合棒(5)をコンクリート孔(12)
と一致せる連結板孔(17)に通人し、ナツト緊締をし
てワッシャ−(6)と共に分割ブロック(B)と連結具
(C)並びに集合棒(5)が一体化結合されることとな
り、これに第12図側面図及び第13開平面図の様に夫
々の集合棒1(5)を」−引棒(8)と一体なる結合金
具(9)に依って二体化して上引荷重態勢とするのであ
る。
The divided block (B
) should be installed at each notch (
13) are gathered in the center, arranged closely in a rectangular shape, and in order to maintain and establish this state, they must be connected using connectors (C) as shown in Figure 11. The connecting tool (C) is a rectangular connecting plate (15) located in the center, with a center hole (16) drilled in the center, as shown in the top view of Figure 18 and the side view of Figure 9. It is made by fixing connecting plates (14) that extend equally in each direction and have connecting plate holes (17) drilled at their tips.
The upper collecting rods (5) placed on the upper and lower sides of the divided blocks (B), which have been assembled closely together, are inserted into the concrete holes (12).
Pass through the connecting plate hole (17) that matches the hole, tighten the nut, and the split block (B), connector (C), and collecting rod (5) are integrally connected together with the washer (6). , and as shown in the side view of FIG. 12 and the open plan view of FIG. It is in a load-bearing position.

この様な本願発明は個々の分割ブロック(n)は夫々そ
の中心部を集合棒(5)に依って−1ニ引荷重されてそ
の耐張力と耐圧強度が夫々僅かに1.25tonを充ニ
ジずれば良いのであって、その合力が5 tonとなる
のであるから極めて合理的であって文字通り軽薄短小そ
のものであり第14図に依る従来技術とは比較すべくも
ない至便技術となったのである。
In the present invention, each divided block (n) is subjected to a tensile load of -1 at its center by the collecting rod (5), so that its tensile strength and pressure strength are slightly increased to 1.25 tons. Since the resultant force is 5 tons, it is extremely rational and literally light, thin, short, and small, making it an extremely convenient technology that cannot be compared with the conventional technology shown in FIG. 14.

向辺−Hに於いて本願発明は分割ブロック(B)4ケを
以って一括結合してその目的を達する様に記述しである
が、これは説明の都合−ヒ数を明記せるものであって技
術範囲は4ケ分割に限定するものではなく2ケ以上の複
数に分割し、叉集合棒(5)も当然その複数量に該当せ
しめ、連結具(C)も該当せる形状にすることに依り使
用目的を充足するものである。
In Mukobe-H, the present invention is described as achieving its purpose by combining four divided blocks (B) at once, but this is for the convenience of explanation and the number of H is not specified. Therefore, the technical scope is not limited to dividing into 4 parts, but dividing it into multiple parts of 2 or more, and of course the pronged rod (5) also corresponds to the plurality of quantities, and the connecting tool (C) is also shaped to correspond. It satisfies the purpose of use depending on the following.

[発明の効果−1 本願発明に依って下記する如き各種効果が発揮されるの
である。
[Effects of the Invention-1 The present invention provides various effects as described below.

1、製作上の利点 分割ブロック(B)の芯材となる鋼板体(A)は軽量小
型にして製作工程は極めて合理的であり、これをコンク
リート層(11)に被覆して完成重量が5kg程度とな
るのであるから所謂非常に手離れの良い製作工程となる
のである。
1. Advantages in manufacturing The steel plate (A) that is the core material of the divided block (B) is lightweight and small, and the manufacturing process is extremely rational, and by covering it with a concrete layer (11), the finished weight is 5 kg. Because of this, the manufacturing process is very hands-off.

2、梱包搬送について 在来技術の5 ton耐張力適合製品たる55cm方形
にして重量50kg以上を対象とせる場合の本願発明は
、分割ブロック (B)は27.5cm方形にして肉厚
量が僅かに31程度であるからこれを4ヶ積重ねて梱包
すると荷姿は実に27.5cm方形にして肉厚総量は1
2cm程度となり重量は20kg程度と従来技術に比し
て50%以下になるので圧倒的に至便である。
2. Concerning packaging and transportation, in the case where the product is 55 cm square and weighs 50 kg or more, which is a 5 ton tension resistant product of the conventional technology, the divided block (B) is 27.5 cm square and has a small wall thickness. 31, so if you stack 4 of these and pack them, the packaging will be 27.5cm square and the total wall thickness will be 1.
It is about 2 cm and weighs about 20 kg, which is less than 50% of the conventional technology, so it is overwhelmingly convenient.

3、取扱操作施工について この梱包を現場にて解脱して4ケを平面的に密接結合す
るのであるがこれは集合棒(5)と連結具(C)にて互
いにコンクリート孔(12)と結合孔(10)を−・致
せしめてナソ) (20)にて螺結するだけで極めて至
便であり、叉従来技術に比して50%以下に軽量化され
ることは安全操作上の重大利点となるのである。
3. Regarding handling and construction, this packaging is released on site and the 4 pieces are closely connected on a plane.This is done by connecting each other to the concrete hole (12) using the collecting rod (5) and connecting tool (C). It is extremely convenient just to tighten the hole (10) and screw it in (20), and the weight reduction of less than 50% compared to the conventional technology is a significant advantage in terms of safe operation. It becomes.

以上を以って本願発明は当業界に大きく貢献するは必定
である。    □
Based on the above, the present invention is sure to make a significant contribution to this industry. □

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

第1図は鋼板体(A)の平面図であり、第2図は同じく
側面図である。 第3図は集合棒(5)に係る側面図であり、第4図は同
〜a− じく正面図である。 第5図は一ト引棒(8)に係る斜視図であり、第6図は
分割ブロック ロ3)の平面図であり、文箱7図は同じ
く分割ブロック(B)の側面図である。 第8図は連結具(C)の平面図であり、文箱9図は同じ
く側面図である。 第10図は分割ブロック(B)を夫々切欠部(13)を
中心として4ケ密接平面化した状態を示し、第11図は
第10図状態を連結具(C)と集合棒(5)に依って一
体化結合化した状態を示す平面図である。 第12図は第11図状態に対して夫々の集合棒(5)を
結合金具(9)にて一体化結合して上引棒(8)に依る
上引荷重態勢とした側面図であり、第13図は同じく正
面図である。 第14図は従来技術に係る説明図である。
FIG. 1 is a plan view of the steel plate body (A), and FIG. 2 is a side view of the steel plate body (A). FIG. 3 is a side view of the collecting rod (5), and FIG. 4 is a front view thereof. FIG. 5 is a perspective view of the one-pull bar (8), FIG. 6 is a plan view of divided block RO3), and text box 7 is a side view of divided block (B). FIG. 8 is a plan view of the connector (C), and figure 9 of the text box is a side view as well. Fig. 10 shows a state in which four divided blocks (B) are closely planarized around the notch (13), and Fig. 11 shows the state in Fig. 10 with a connector (C) and a gathering rod (5). FIG. 3 is a plan view showing a state in which the parts are integrated and connected. FIG. 12 is a side view of the state shown in FIG. 11, in which the respective grouping rods (5) are integrally connected with the coupling fittings (9) and are in a top-pulling load state by the top-pulling rod (8); FIG. 13 is a front view as well. FIG. 14 is an explanatory diagram related to the prior art.

Claims (1)

【特許請求の範囲】[Claims] 計画された平面積に依る耐張力と耐圧強度を有するコン
クリートブロックに匹敵せしめて当該平面積を2ケ以上
の複数個に分割して分割ブロック(B)とし、該分割ブ
ロック(B)は耐圧強度維持上最少限度量の鋼材に依る
鋼板体(A)をしてその全周面をコンクリート層(11
)にて必要量の肉厚量に補強すると共に防蝕工作をして
小型軽量化した上、その平面中心部を上引荷重点となる
様に工作しこれを以って梱包時には積重ね梱包して小容
積軽量化荷姿とし、又施工に当っては現場に於いて計画
された必要表面積となる様に必要数量を連結具(C)と
集合棒(5)に依って連結一体化し、これを上引棒(8
)と連結して上引荷重態勢に結合する様にして従来の過
大容積と過大重量のブロックに対しなし得る限り軽薄短
小化して至便化したことを特徴とする分割ブロックステ
ーアンカー。
Divide the planar area into two or more blocks to make them comparable to concrete blocks that have tensile strength and compressive strength depending on the planned planar area, and make divided blocks (B) with compressive strength. The steel plate body (A) is made of the minimum amount of steel material for maintenance purposes, and its entire circumference is covered with a concrete layer (11
) is reinforced to the necessary wall thickness and made to be smaller and lighter by anti-corrosion work, and the center of the plane is made to serve as a top-up load point, which allows for stacking when packing. It has a small volume and lightweight packaging, and during construction, the required quantity is connected and integrated using a connecting tool (C) and a gathering rod (5) so that the required surface area is achieved as planned at the site. Upper pull rod (8
) in a top-pulling load configuration, the split block stay anchor is characterized by being as light, thin, short, and compact as possible compared to conventional blocks with excessive volume and excessive weight.
JP13975684A 1984-07-07 1984-07-07 Split block stay anchor Granted JPS6121278A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13975684A JPS6121278A (en) 1984-07-07 1984-07-07 Split block stay anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13975684A JPS6121278A (en) 1984-07-07 1984-07-07 Split block stay anchor

Publications (2)

Publication Number Publication Date
JPS6121278A true JPS6121278A (en) 1986-01-29
JPH0377330B2 JPH0377330B2 (en) 1991-12-10

Family

ID=15252652

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13975684A Granted JPS6121278A (en) 1984-07-07 1984-07-07 Split block stay anchor

Country Status (1)

Country Link
JP (1) JPS6121278A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007146468A (en) * 2005-11-28 2007-06-14 Tokyo Electric Power Co Inc:The Guy block mounting method and guy block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007146468A (en) * 2005-11-28 2007-06-14 Tokyo Electric Power Co Inc:The Guy block mounting method and guy block

Also Published As

Publication number Publication date
JPH0377330B2 (en) 1991-12-10

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