JP2587008B2 - Load bearing for ground anchor - Google Patents

Load bearing for ground anchor

Info

Publication number
JP2587008B2
JP2587008B2 JP30617394A JP30617394A JP2587008B2 JP 2587008 B2 JP2587008 B2 JP 2587008B2 JP 30617394 A JP30617394 A JP 30617394A JP 30617394 A JP30617394 A JP 30617394A JP 2587008 B2 JP2587008 B2 JP 2587008B2
Authority
JP
Japan
Prior art keywords
load
bearing
bearing body
ground anchor
groove
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 - Fee Related
Application number
JP30617394A
Other languages
Japanese (ja)
Other versions
JPH08158362A (en
Inventor
亮平 黒沢
恵三 田辺
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.)
Kurosawa Construction Co Ltd
Original Assignee
Kurosawa 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 Kurosawa Construction Co Ltd filed Critical Kurosawa Construction Co Ltd
Priority to JP30617394A priority Critical patent/JP2587008B2/en
Publication of JPH08158362A publication Critical patent/JPH08158362A/en
Application granted granted Critical
Publication of JP2587008B2 publication Critical patent/JP2587008B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、グラウンドアンカー用
耐荷体に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load bearing member for a ground anchor.

【0002】[0002]

【従来の技術】従来、グラウンドアンカー用耐荷体は、
図12に示すようなものが多く使用されている。
2. Description of the Related Art Conventionally, load-bearing bodies for ground anchors are:
Those shown in FIG. 12 are often used.

【0003】この耐荷体20は、同図の(2)及び
(3)に示すように、先端部に単一の巻き掛け溝30
が、また先端部及び後端部のフランジ40には掛け止め
溝50が放射状に形成されている。
[0003] As shown in (2) and (3) of this figure, the load-bearing body 20 has a single winding groove 30 at its tip.
However, latch grooves 50 are formed radially in the flanges 40 at the front and rear ends.

【0004】そして、この耐荷体20は、図13に示す
ように、適宜間隔をもって結束された状態でアンカー孔
に挿入される。
[0004] Then, as shown in FIG. 13, the load bearing body 20 is inserted into the anchor hole while being bound at an appropriate interval.

【0005】この場合、各耐荷体20、20a、20b
は巻き掛け溝30、30a、30bが異なる方向で結束
され、各耐荷体20、20a、20bにUターン状に巻
き掛けられたPC鋼線60、60a、60bは、上部の
耐荷体20、20a、20bの掛け止め溝50、50
a、50bに掛け止めされている。
In this case, each of the load bearing bodies 20, 20a, 20b
Are wound around the winding grooves 30, 30a, 30b in different directions, and the PC steel wires 60, 60a, 60b wound around each load-bearing body 20, 20a, 20b in a U-turn shape are connected to the upper load-bearing body 20, 20a. , 20b latch grooves 50, 50
a, 50b.

【0006】[0006]

【発明が解決しようとする課題】しかし、前記のように
耐荷体20、20a、20bを適宜間隔をもって結束す
る場合、巻き掛け溝30、30a、30bが異なる方向
で結束されるため、その結束が困難であった。
However, when the load-bearing members 20, 20a, 20b are bound at appropriate intervals as described above, the winding grooves 30, 30a, 30b are bound in different directions. It was difficult.

【0007】また、上記のように耐荷体20、20a、
20bが適宜間隔をもって結束された場合、各耐荷体2
0、20a、20bに巻き掛けられたPC鋼線60、6
0a、60bは、上部の耐荷体20a、20bの掛け止
め溝50、50a、50bに掛け止めされ、しかも最上
部における耐荷体20bの掛け止め溝50bには、下部
の耐荷体20、20aの全てのPC鋼線60、60aが
掛け止めされるため、グラウンドアンカーのアンカー体
における断面欠損を大きくしてしまうという欠点があっ
た。
Further, as described above, the load bearing bodies 20, 20a,
20b are bound at appropriate intervals, each load-bearing body 2
PC steel wires 60, 6 wound around 0, 20a, 20b
0a, 60b are hung in the retaining grooves 50, 50a, 50b of the upper load-bearing members 20a, 20b, and all of the lower load-bearing members 20, 20a are retained in the retaining grooves 50b of the uppermost load-bearing member 20b. Since the PC steel wires 60 and 60a are hung, there is a disadvantage that a cross-sectional defect in the anchor body of the ground anchor is increased.

【0008】本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、耐荷体を適宜間隔をもって
結束する場合、その結束が容易にできるとともに、グラ
ウンドアンカーのアンカー体における断面欠損を小さく
することである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems. An object of the present invention is to facilitate the binding when the load-bearing members are bound at appropriate intervals, and to reduce the cross-sectional defect in the anchor of the ground anchor. Is to reduce the

【0009】[0009]

【課題を解決するための手段】以上の課題を達成するた
めの本発明は、PC鋼線がUターン状に巻き掛けられる
グラウンドアンカー用耐荷体であって、該グラウンドア
ンカー用耐荷体の先端部にPC鋼線がUターン状に巻き
掛けられる複数の巻き掛け溝を一定方向にのみ備え、耐
荷体の後端部にはUターンされたPC鋼線を掛け止めす
る複数の掛け止め溝が前記巻き掛け溝と同一方向に設け
られ、前記巻き掛け溝及び掛け止め溝は複数のPC鋼線
を重ね合わせて掛け止めできる深さを備えたことを特徴
とし、前記巻き掛け溝と掛け止め溝との間における耐荷
体の側部に、ガイド部が設けられたことを特徴とし、前
記ガイド部は長さ方向に適宜間隔をもって複数形成され
たことを特徴とする構成にすることである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a load anchor for a ground anchor around which a PC steel wire is wound in a U-turn shape, and a tip portion of the load anchor for the ground anchor. A plurality of winding grooves in which the PC steel wire is wound in a U-turn shape only in a certain direction, and a plurality of locking grooves for hanging the U-turned PC steel wire at the rear end of the load-bearing body. The winding groove and the locking groove are provided in the same direction as the winding groove, and the winding groove and the locking groove have a depth capable of overlapping and locking a plurality of PC steel wires. A guide portion is provided on a side portion of the load-bearing member between the guide members, and a plurality of the guide portions are formed at appropriate intervals in a length direction.

【0010】[0010]

【作用】耐荷体の先端部における巻き掛け溝にPC鋼線
がUターン状に巻き掛けられるとともに、該Uターンさ
れたPC鋼線が掛け止め溝に掛け止めされる。したがっ
て、前記耐荷体を適宜間隔ごとに結束する場合、その巻
き掛け溝を同一方向にした状態で結束できる。
The PC steel wire is wound in a U-turn around the winding groove at the end of the load-bearing body, and the U-turned PC steel wire is hooked in the locking groove. Therefore, when the load-bearing bodies are bound at appropriate intervals, they can be bound with the winding grooves in the same direction.

【0011】また、PC鋼線を掛け止め溝に重ね合わせ
て掛け止めしたことにより、該PC鋼線が耐荷体の一定
方向にのみ掛け止めできるので、グラウンドアンカーの
アンカー体における断面欠損を小さくできる。
Further, since the PC steel wire is overlapped with the retaining groove and latched, the PC steel wire can be latched only in a fixed direction of the load-bearing body, so that a cross-sectional defect in the anchor body of the ground anchor can be reduced. .

【0012】巻き掛け溝と掛け止め溝との間における耐
荷体の側部に、ガイド部が設けられたことにより、これ
らの溝に巻き掛けられたPC鋼線が互いに接触するのが
防止できる。
Since the guide portion is provided on the side of the load bearing member between the winding groove and the retaining groove, it is possible to prevent the PC steel wires wound around these grooves from coming into contact with each other.

【0013】[0013]

【実施例】以下、本発明の一実施例を図面に基づいて詳
細に説明する。図1は本発明のグラウンドアンカー用耐
荷体の斜視図、図2は同正面図、図3は同底面図、図4
は同平面図、図5は同側面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. 1 is a perspective view of the load-bearing body for a ground anchor of the present invention, FIG. 2 is a front view thereof, FIG. 3 is a bottom view thereof, and FIG.
Is a plan view, and FIG. 5 is a side view.

【0014】グラウンドアンカー用耐荷体(以下「耐荷
体」という)1は、U字形の耐荷板2と、該耐荷板2の
上面に溶接されたフランジ3と、耐荷板2の下部に設け
た巻き掛け溝4とから構成されている。
A load-bearing body 1 for a ground anchor (hereinafter referred to as a "load-bearing body") 1 has a U-shaped load-bearing plate 2, a flange 3 welded to the upper surface of the load-bearing plate 2, and a winding provided below the load-bearing plate 2. And a hook groove 4.

【0015】前記耐荷板2は、両側板2aが補強板5で
補強され、該補強板5の両面には補強桁5aが上下方向
に適宜間隔をもって設けられている。
In the load-bearing plate 2, both side plates 2a are reinforced by reinforcing plates 5, and reinforcing girders 5a are provided on both sides of the reinforcing plate 5 at appropriate intervals in the vertical direction.

【0016】また、耐荷板2のU形部2bは両側板2a
よりも幅広く形成され、このU形部2bに沿って4枚の
区画板6が突設されて、3条の巻き掛け溝4が形成され
ている。
The U-shaped portion 2b of the load-bearing plate 2 has two side plates 2a.
The U-shaped portion 2b has four partition plates 6 protruding from the U-shaped portion 2b to form three winding grooves 4.

【0017】また、この区画板6のうち中央部の2枚
は、両側に比べて高く形成されることにより、前記巻き
掛け溝4がPC鋼線7を重ねて巻き掛けることのできる
深さに形成される。
The center two of the partition plates 6 are formed to be higher than both sides, so that the winding groove 4 has a depth at which the PC steel wire 7 can be overlapped and wound. It is formed.

【0018】尚、この巻き掛け溝4は、前記のように3
条に限定されるものではなく、必要に応じて任意の数に
設定できる。
Incidentally, the winding groove 4 is formed in the 3
It is not limited to an article, and can be set to any number as needed.

【0019】前記フランジ3はU形部2bと同じ幅を有
し、その両側に掛け止め溝8が形成され、該掛け止め溝
8に前記巻き掛け溝4でUターンされたPC鋼線7が掛
け止めされる。
The flange 3 has the same width as the U-shaped portion 2b, and has locking grooves 8 formed on both sides thereof. The PC steel wire 7 which is U-turned by the winding grooves 4 is formed in the locking grooves 8. It is locked.

【0020】この掛け止め溝8は、前記巻き掛け溝4と
同一方向で、かつ同数設けられて、PC鋼線7が重なり
合って掛け止めされる深さを備えている。
The hook grooves 8 are provided in the same direction and in the same number as the winding grooves 4, and have a depth at which the PC steel wires 7 overlap and are hooked.

【0021】また、これらの巻き掛け溝4と掛け止め溝
8との間における側板2aには、ガイド部9が適宜間隔
をもって上下に設けられている。このガイド部9は、前
記各溝4、8と同様の凹形溝であり、UターンされたP
C鋼線7同士の接触を防止する。
Further, guide portions 9 are provided vertically on the side plate 2a between the winding groove 4 and the retaining groove 8 at appropriate intervals. The guide portion 9 is a concave groove similar to each of the grooves 4 and 8, and has a U-turned P.
The contact between the C steel wires 7 is prevented.

【0022】したがって、この耐荷体1は、3本のPC
鋼線7をUターンさせて並列状に巻き掛けることができ
る。
Therefore, the load-carrying member 1 has three PCs.
The steel wire 7 can be U-turned and wound in parallel.

【0023】図8は、3本のPC鋼線7、7a、7bが
Uターン状に巻き掛けられた耐荷体1、1a、1bを、
適宜間隔をもって結束したものである。このように適宜
間隔をもって結束した耐荷体4をアンカー孔に挿入する
と、各耐荷体1、1a、1bが深さの異なる箇所に設定
される。
FIG. 8 shows a load-bearing body 1, 1a, 1b in which three PC steel wires 7, 7a, 7b are wound in a U-turn shape.
They are bound at appropriate intervals. When the load-bearing members 4 bound at appropriate intervals are inserted into the anchor holes, the load-bearing members 1, 1a, and 1b are set at different depths.

【0024】この場合、最下部の耐荷体1には、図9に
示すように、3本のPC鋼線7が並列状に巻き掛け溝4
及び掛け止め溝8に掛け止められる。
In this case, as shown in FIG. 9, three PC steel wires 7 are wound in parallel in the lowermost
And is latched in the latch groove 8.

【0025】また、中間部の耐荷体1aには、図10に
示すように、並列状に巻き掛けられたPC鋼線7aの上
に、最下部の耐荷体1に巻き掛けられたPC鋼線7が重
ね合わされている。
As shown in FIG. 10, the PC steel wire wound around the lowermost load bearing body 1 a on the PC steel wire 7 a wound in parallel with the intermediate load bearing body 1 a. 7 are superimposed.

【0026】さらに、最上部の耐荷体1bには、図11
に示すように、並列状に巻き掛けられたPC鋼線7bの
上に、最下部及び中間部の耐荷体1、1aに巻き掛けら
れたPC鋼線7、7aが重ね合わされている。
Further, the uppermost load-bearing body 1b has
As shown in (1), the PC steel wires 7, 7a wound on the lowermost and intermediate load-bearing bodies 1, 1a are superimposed on the PC steel wires 7b wound in parallel.

【0027】このようなことから、複数の耐荷体1、1
a、1bを適宜間隔をもって結束しても、最下部の耐荷
体1に巻き掛けられたPC鋼線7が、上部の耐荷体1
a、1bに巻き掛けられたPC鋼線7a、7bに順次重
ね合わされるので、例え耐荷体1、1a、1bがこれ以
上に増えたとしても、PC鋼線7、7a、7bは常に同
一の方向にのみ巻き掛けられる。
From the above, a plurality of load bearing bodies 1, 1
When the PC steel wire 7 wound around the lowermost load-bearing body 1 is bonded to the upper load-bearing body 1,
a, 1b, the PC steel wires 7, 7a, 7b are always the same even if the load-bearing bodies 1, 1a, 1b are further increased. It can be wound only in the direction.

【0028】[0028]

【発明の効果】耐荷体の先端部にPC鋼線がUターン状
に巻き掛けられる複数の巻き掛け溝を一定方向にのみ備
え、耐荷体の後端部には巻き掛け溝でUターンされたP
C鋼線を掛け止めする複数の掛け止め溝が前記巻き掛け
溝と同一方向に設けられたことにより、複数のPC鋼線
を同一方向に並列状に巻き掛けることができる。
According to the present invention, a plurality of winding grooves in which a PC steel wire is wound in a U-turn shape at the leading end of the load-bearing body are provided only in a certain direction, and the rear end of the load-bearing body is U-turned by the winding groove. P
Since the plurality of retaining grooves for retaining the C steel wire are provided in the same direction as the winding groove, a plurality of PC steel wires can be wound in parallel in the same direction.

【0029】耐荷体を適宜間隔をもって結束した場合、
下部の耐荷体のPC鋼線が、上部の耐荷体のPC鋼線の
上に順次重ね合わされるため、各耐荷体の巻き掛け溝を
一定方向にして結束することができ、かつその結束が容
易に行なえる。
When the load bearing members are bound at appropriate intervals,
Since the PC steel wire of the lower load-bearing body is sequentially superimposed on the PC steel wire of the upper load-bearing body, the winding groove of each load-bearing body can be bound in a fixed direction, and the binding is easy. Can be done.

【0030】巻き掛け溝及び掛け止め溝はPC鋼線を重
ね合わせて掛け止めできる深さを備えたことにより、耐
荷体を適宜間隔をもって結束した場合、下部の耐荷体の
PC鋼線が、上部の耐荷体のPC鋼線の上に順次重ね合
わされて一定方向にのみ巻き掛けられるので、グラウン
ドアンカーのアンカー体における断面欠損を少なくする
ことができる。
The winding groove and the retaining groove have a depth that allows the PC steel wires to be overlapped and latched, so that when the load-bearing bodies are bound at appropriate intervals, the PC steel wire of the lower load-bearing body becomes upper. Since it is sequentially superimposed on the PC steel wire of the load-bearing body and wound only in a certain direction, it is possible to reduce cross-sectional defects in the anchor body of the ground anchor.

【0031】巻き掛け溝と掛け止め溝との間における耐
荷体の側部に、ガイド部が設けられたことにより、これ
らの溝に巻き掛けられたPC鋼線が互いに接触するのが
防止できる。
Since the guide portion is provided on the side of the load-bearing body between the winding groove and the retaining groove, it is possible to prevent the PC steel wires wound around these grooves from coming into contact with each other.

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

【図1】グラウンドアンカー用耐荷体の斜視図である。FIG. 1 is a perspective view of a load bearing body for a ground anchor.

【図2】同正面図である。FIG. 2 is a front view of the same.

【図3】同底面図である。FIG. 3 is a bottom view of the same.

【図4】同平面図である。FIG. 4 is a plan view of the same.

【図5】同側面図である。FIG. 5 is a side view of the same.

【図6】図2のA−A線断面図である。FIG. 6 is a sectional view taken along line AA of FIG. 2;

【図7】図2のB−B線断面図である。FIG. 7 is a sectional view taken along line BB of FIG. 2;

【図8】耐荷体を適宜間隔をもって結束した正面図であ
る。
FIG. 8 is a front view in which load-bearing bodies are bound at appropriate intervals.

【図9】(1)は図8のC−C線断面図、(2)は同D
−D線断面図である。
9A is a cross-sectional view taken along the line CC of FIG. 8, and FIG.
FIG. 4 is a sectional view taken along line D.

【図10】(1)は図8のE−E線断面図、(2)は同
F−F線断面図である。
10A is a sectional view taken along line EE of FIG. 8, and FIG. 10B is a sectional view taken along line FF of FIG.

【図11】(1)は図8のG−G線断面図、(2)は同
H−H線断面図である。
11A is a sectional view taken along line GG of FIG. 8, and FIG. 11B is a sectional view taken along line HH of FIG.

【図12】(1)は従来の耐荷体の正面図、(2)は同
平面図、(3)は同底面図である。
12 (1) is a front view of a conventional load-bearing body, FIG. 12 (2) is a plan view thereof, and FIG. 12 (3) is a bottom view thereof.

【図13】従来の耐荷体を適宜間隔をもって結束した斜
視図である。
FIG. 13 is a perspective view in which conventional load bearing bodies are bound at appropriate intervals.

【符号の説明】[Explanation of symbols]

1、1a、1b グラウンドアンカー用耐荷体 2 耐荷板 2a 側板 2b U形部 3 フランジ 4 巻き掛け溝 5 補強板 6 区画板 7、7a、7b PC鋼線 8 掛け止め溝 9 ガイド部 DESCRIPTION OF SYMBOLS 1, 1a, 1b Load-bearing body for ground anchors 2 Load-bearing plate 2a Side plate 2b U-shaped part 3 Flange 4 Winding groove 5 Reinforcement plate 6 Partition plate 7, 7a, 7b PC steel wire 8 Hanging groove 9 Guide part

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 PC鋼線がUターン状に巻き掛けられる
グラウンドアンカー用耐荷体であって、該グラウンドア
ンカー用耐荷体の先端部にPC鋼線がUターン状に巻き
掛けられる複数の巻き掛け溝を一定方向にのみ備え、耐
荷体の後端部にはUターンされたPC鋼線を掛け止めす
る複数の掛け止め溝が前記巻き掛け溝と同一方向に設け
られ、前記巻き掛け溝及び掛け止め溝は複数のPC鋼線
を重ね合わせて掛け止めできる深さを備えたことを特徴
とするグラウンドアンカー用耐荷体。
1. A load-bearing body for a ground anchor in which a PC steel wire is wound in a U-turn shape, and a plurality of windings in which the PC steel wire is wound in a U-turn shape at the tip of the ground anchor load-bearing body. A groove is provided only in a certain direction, and a plurality of retaining grooves for retaining a U-turned PC steel wire are provided at the rear end of the load-bearing body in the same direction as the winding groove. The load-bearing body for a ground anchor, wherein the retaining groove has a depth such that a plurality of PC steel wires can be overlapped and latched.
【請求項2】 前記巻き掛け溝と掛け止め溝との間にお
ける耐荷体の側部に、ガイド部が設けられたことを特徴
とする請求項1に記載のグラウンドアンカー用耐荷体。
2. The load bearing member for a ground anchor according to claim 1, wherein a guide portion is provided on a side portion of the load bearing member between the winding groove and the retaining groove.
【請求項3】 前記ガイド部は長さ方向に適宜間隔をも
って複数形成されたことを特徴とする請求項2に記載の
グラウンドアンカー用耐荷体。
3. The load-bearing body for a ground anchor according to claim 2, wherein a plurality of the guide portions are formed at appropriate intervals in a length direction.
JP30617394A 1994-12-09 1994-12-09 Load bearing for ground anchor Expired - Fee Related JP2587008B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30617394A JP2587008B2 (en) 1994-12-09 1994-12-09 Load bearing for ground anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30617394A JP2587008B2 (en) 1994-12-09 1994-12-09 Load bearing for ground anchor

Publications (2)

Publication Number Publication Date
JPH08158362A JPH08158362A (en) 1996-06-18
JP2587008B2 true JP2587008B2 (en) 1997-03-05

Family

ID=17953924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30617394A Expired - Fee Related JP2587008B2 (en) 1994-12-09 1994-12-09 Load bearing for ground anchor

Country Status (1)

Country Link
JP (1) JP2587008B2 (en)

Also Published As

Publication number Publication date
JPH08158362A (en) 1996-06-18

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