JPH0743158Y2 - Load-bearing body - Google Patents

Load-bearing body

Info

Publication number
JPH0743158Y2
JPH0743158Y2 JP4767592U JP4767592U JPH0743158Y2 JP H0743158 Y2 JPH0743158 Y2 JP H0743158Y2 JP 4767592 U JP4767592 U JP 4767592U JP 4767592 U JP4767592 U JP 4767592U JP H0743158 Y2 JPH0743158 Y2 JP H0743158Y2
Authority
JP
Japan
Prior art keywords
load
steel wire
bearing body
body portion
main body
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 - Lifetime
Application number
JP4767592U
Other languages
Japanese (ja)
Other versions
JPH068438U (en
Inventor
康雄 宮崎
Original Assignee
株式会社大阪防水建設社
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 株式会社大阪防水建設社 filed Critical 株式会社大阪防水建設社
Priority to JP4767592U priority Critical patent/JPH0743158Y2/en
Publication of JPH068438U publication Critical patent/JPH068438U/en
Application granted granted Critical
Publication of JPH0743158Y2 publication Critical patent/JPH0743158Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は除去アンカー工法に適用
される耐荷体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load bearing body applied to a removal anchor construction method.

【0002】[0002]

【従来の技術とその問題点】従来除去アンカー工法とし
て、図7に概略的に示すように、アンボンドPC鋼線a
を使用し、該鋼線をアンカー幹体bの先端に配置された
耐荷体CでUターンさせ、該鋼線の両端を引張り、緊
張、定着せさてアンカーを構成し、アンカーが不要とな
った時は、PC鋼線だけを引抜き除去する工法が提案さ
れている。
2. Description of the Related Art As a conventional removal anchor construction method, as shown schematically in FIG. 7, unbonded PC steel wire a
The steel wire is used to make a U-turn with the load bearing body C arranged at the tip of the anchor trunk body b, and both ends of the steel wire are pulled, tensioned and fixed to form the anchor, and the anchor is no longer required. In some cases, a method of extracting and removing only PC steel wire has been proposed.

【0003】このような除去アンカー工法の施工後に
は、耐荷体が地中に残置されるが、耐荷体としては定着
性を考慮し、通常比較的長尺(例えば30〜70cm)
のものが使用され且つ鋳鉄などの金属製であるため、工
事終了後に地中障害物となる虞れがあった。
After the construction of such a removal anchor construction method, the load bearing body is left in the ground, but the load bearing body is usually relatively long (for example, 30 to 70 cm) in consideration of the fixing property.
Since this is used and made of metal such as cast iron, there is a risk that it will become an underground obstacle after the construction is completed.

【0004】また除去アンカー工法の施工に際し、アン
ボンドPC鋼線はUターン部分に於いて耐荷体に対しバ
ンドを用いて締結されるが、PC鋼線は弾発力により強
く広がる傾向があるため、バンド締結作業が容易でない
ばかりでなく、バンド締結後に於いても広がり傾向のた
めに耐荷体との間に隙間が生ずることがあり、このよう
な隙間はモルタル、セメントミルクなどの浸入を招き、
好ましくない。
Further, when the removal anchor method is applied, the unbonded PC steel wire is fastened with a band to the load bearing body at the U-turn portion, but the PC steel wire tends to spread strongly due to the resilience. Not only is the band fastening operation not easy, but a gap tends to form between the load-bearing body due to the tendency to spread even after the band is fastened, and such a gap causes the infiltration of mortar, cement milk, etc.,
Not preferable.

【0005】本考案はこのような従来の問題点を一掃す
ることを目的としてなされたものである。
The present invention has been made for the purpose of eliminating such conventional problems.

【0006】[0006]

【問題点を解決するための手段】本考案は、先端ヘッド
部と、該ヘッド部に切離可能に接続された本体部とを具
備し、先端ヘッド部並びに本体部には、アンボンドPC
鋼線をUターンさせて係止するための係止溝が、また本
体部には、係止溝に係止されたPC鋼線を本体部に対し
バンド締めするための周溝が、それぞれ設けられ、上記
本体部は切離可能に長さ方向に接続された複数個の分割
体から構成されていて、最後尾の分割体の後端には、P
C鋼線をUターン状態に拘束するための端末金物が同軸
状且つ切離可能に接続されていることを特徴とする耐荷
体に係る。
SUMMARY OF THE INVENTION The present invention comprises a tip head portion and a body portion detachably connected to the head portion, and the tip head portion and the body portion each include an unbonded PC.
A locking groove for U-turning the steel wire to lock the steel wire is provided, and a peripheral groove for band-fastening the PC steel wire locked in the locking groove to the main body portion is provided on the main body portion. The main body is composed of a plurality of split bodies which are separably connected in the lengthwise direction, and the rear end of the rearmost split body has a P
The present invention relates to a load-bearing body, characterized in that a terminal metal object for restraining a C steel wire in a U-turn state is coaxially and detachably connected.

【0007】[0007]

【実施例】以下に本考案の1実施例を、添付図面にもと
づき説明すると次の通りである。図1〜6はアンボンド
PC鋼線を縦、横にUターンさせる所謂ダブル型の本考
案耐荷体の1例を示し、該耐荷体は、鋳鉄、アルミ鋳物
などの金属その他プラスチックなどから成形されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to the accompanying drawings. 1 to 6 show an example of a so-called double-type load-bearing body of the present invention in which an unbonded PC steel wire is U-turned vertically and horizontally. The load-bearing body is made of metal such as cast iron or aluminum casting, or plastic, or the like. There is.

【0008】図1に示すように本考案耐荷体は、耐荷体
部1と、該耐荷体部1の後端に同軸状に接続された端末
金物2とから構成され、端末金物2は接手部3の凹凸部
3a、3bの嵌合を解くことにより耐荷体部1より切離
できるようになっている。
As shown in FIG. 1, the load-bearing body of the present invention comprises a load-bearing body portion 1 and a terminal hardware 2 coaxially connected to the rear end of the load-bearing body portion 1. The terminal hardware 2 is a joint portion. The load-bearing body portion 1 can be separated from the load-bearing body portion 1 by releasing the fitting of the uneven portions 3a and 3b.

【0009】耐荷体部1は先端ヘッド部4と本体部5か
ら構成され先端ヘッド部4は接手部6の凹凸部6a、6
bの嵌合を解くことにより、本体部5から切離できるよ
うになっている。
The load bearing portion 1 is composed of a tip head portion 4 and a body portion 5, and the tip head portion 4 is provided with uneven portions 6a, 6 of a joint portion 6.
It can be separated from the main body 5 by releasing the fitting of b.

【0010】先端ヘッド部4は砲弾型であって、前部品
4aと後部品4bとから構成され、之等の両部品4a、
4bは接手部7の凹凸部7a、7bの嵌合を解くことに
より切離できるようになっている。凸部7bは図3に斜
線で示されている。
The tip head part 4 is of a bullet type and is composed of a front part 4a and a rear part 4b.
4b can be separated by uncoupling the concavo-convex portions 7a and 7b of the joint portion 7. The convex portion 7b is shown by hatching in FIG.

【0011】本体部5は、長さ方向に長尺で、通常30
〜70cm程度の長さを有し、長さ方向に接続する複数
個、例えば3個の分割体5aから構成されている。分割
体5aは相互間の接手部8の凹凸部8a、8bの嵌合を
解くことにより、それぞれ切離できるようになってい
る。
The main body 5 is elongated in the longitudinal direction and is usually 30
It has a length of about 70 cm and is composed of a plurality of, for example, three divided bodies 5a connected in the length direction. The divided body 5a can be separated from each other by uncoupling the concave and convex portions 8a and 8b of the joint portion 8 from each other.

【0012】耐荷体部1には、その全長に亘り、縦方向
にUターンする縦係止溝9と、横方向にUターンする横
係止溝10とが設けられ、縦、横の係止溝9、10のそ
れぞれに、2本1組のアンボンドPC鋼線a1 、a2
先端部の折返し部a11、a12に於いて係止される。
The load-bearing body 1 is provided with a vertical locking groove 9 that makes a U-turn in the vertical direction and a horizontal locking groove 10 that makes a U-turn in the horizontal direction over the entire length thereof. Two pairs of unbonded PC steel wires a 1 and a 2 are locked in the grooves 9 and 10, respectively, at the folded-back portions a 11 and a 12 at the tips.

【0013】縦係止溝9は先端ヘッド部4の全長に亘り
縦向きに形成された縦湾曲凹溝9aと、該縦湾曲凹溝9
aの上、下両端に接続するように本体部5の上、下両端
部に形成された軸線方向に延長する上、下直線凹溝9
b、9bとから構成されている。
The vertical locking groove 9 is a vertically curved groove 9a formed vertically over the entire length of the tip head portion 4, and the vertically curved groove 9 is formed.
The upper and lower straight groove 9 extending in the axial direction formed on the upper and lower ends of the main body 5 so as to connect to the upper and lower ends of a.
b and 9b.

【0014】一方横係止溝10は、先端ヘッド部1の後
部品1bの全長に亘り横向きに形成された横湾曲凹溝1
0aと、該横湾曲凹溝10aの上、下両端に接続するよ
うに本体部5の左、右両端部に形成された軸線方向に延
長する左、右直線凹溝10b、10bとから構成されて
いる。
On the other hand, the lateral engaging groove 10 is a laterally curved concave groove 1 formed laterally over the entire length of the rear part 1b of the tip head portion 1.
0a, and left and right straight groove 10b, 10b extending in the axial direction formed at both left and right ends of the main body 5 so as to be connected to the upper and lower ends of the lateral curved groove 10a. ing.

【0015】端末金物2は本体部5と略々同径乃至これ
より大径の厚肉板状であって、本体部5への同軸状接続
状態に於て、縦、横の係止溝9、10の後端と一致する
位置に、アンボンドPC鋼線の挿通孔11が90゜間隔
で4個所に形成されている。分割体5aは長さ方向の中
間部に周溝12を有し、該周溝12は縦、横の係止溝
9、10に係止されたアンボンドPC鋼線をバンド14
(図1参照)を用いて締結するためのものであり、また
凹凸形状により耐荷体の定着性を高める仂きをする。耐
荷体の定着性を高めるために、接手部3、6及び8の部
分にも補助周溝13を形成してもよい。
The terminal metal fitting 2 is a thick-walled plate having a diameter substantially the same as or larger than that of the main body portion 5, and in the state of being coaxially connected to the main body portion 5, the vertical and horizontal locking grooves 9 are formed. Insertion holes 11 of the unbonded PC steel wire are formed at four positions at 90 ° intervals at positions corresponding to the rear ends of the No. 10 and 10. The divided body 5a has a circumferential groove 12 in the middle portion in the length direction, and the circumferential groove 12 is formed by connecting the unbonded PC steel wire in the vertical and horizontal locking grooves 9 and 10 to the band 14
(Refer to FIG. 1) for fastening, and the uneven shape serves to enhance the fixing property of the load bearing body. In order to improve the fixing property of the load-bearing body, the auxiliary circumferential groove 13 may be formed in the joint portions 3, 6 and 8.

【0016】本考案耐荷体は例えば図6に示す手順でア
ンボンドPC鋼線a1 、a2 の折り返し部a11、a12
セットされる。
The load-bearing body of the present invention is set on the folded portions a 11 and a 12 of the unbonded PC steel wires a 1 and a 2 in the procedure shown in FIG. 6, for example.

【0017】図6に実線で示すように最初に端末金物2
の上下の組の挿通孔11、11に一方側のアンドボンド
PC鋼線a1 を挿通してUターンさせ、このUターンに
より形成される折り返し部a11は長めに引き出してお
く。次に端末金物2の左右の組の挿通孔11、11に他
方側のアンボンドPC鋼線a2 を挿通してUターンさ
せ、このUターンにより形成される折り返し部a21もま
た長目に引出しておくが、引出し長さは、先のものより
多少短い。尚PC鋼線a1 、a2 としては2本を1組と
して用いられている。
First, as shown by the solid line in FIG.
The AND bond PC steel wire a 1 on one side is inserted into the insertion holes 11 of the upper and lower groups to make a U-turn, and the folded-back portion a 11 formed by this U-turn is drawn out a long time. Next, the unbonded PC steel wire a 2 on the other side is inserted into the insertion holes 11 and 11 of the left and right sets of the terminal metal fitting 2 to make a U-turn, and the folded-back portion a 21 formed by this U-turn is also pulled out for a long time. However, the drawer length is slightly shorter than the previous one. Two pieces of PC steel wires a 1 and a 2 are used as one set.

【0018】次に耐荷体部1が先端ヘッド部4の前部品
4aを取り外した状態で、左右方向の折返し部a21内に
各組のPC鋼線間を保有弾性に抗し押し広げつつ挿入
し、凹凸部3a、3bの嵌合で端末金物2に接手すると
同時に、その横係止溝10に左右折り返し部a21を係止
する。この係止状態でPC鋼線a2 を図6で矢符15に
示す方向に引き締めると、折返し部a21は横係止溝10
内に全長に亘りしっかりと係止し、且つ端末金物2によ
る拘束力により、反発弾性による広がり傾向に拘わら
ず、以後この係止状態を安定確実に保持する。
Next, the load-bearing body portion 1 is inserted into the folded-back portion a 21 in the left-right direction with the front part 4a of the tip head portion 4 removed, while pushing apart the PC steel wires of each set against the resilience. Then, the left and right folded-back portions a 21 are locked in the lateral locking grooves 10 at the same time when the terminal metal fitting 2 is contacted by fitting the uneven portions 3a, 3b. When tightened in the direction indicated by the arrow 15 the PC steel wires a 2 in FIG. 6 in this locked state, the folded portion a 21 horizontal locking groove 10
The terminal is firmly locked in its entire length, and by the restraint force of the terminal metal piece 2, the locked state is stably retained thereafter regardless of the tendency of expansion due to repulsion elasticity.

【0019】次に取り外しておいた先端ヘッド部4の前
部品4aを、前後方向の折返し部a11内で耐荷体部1の
前端に凹凸部7a、7bの嵌合で接手した後、残るPC
鋼線a1 を図6に矢符16に示す方向に引き締めると、
折返し部a11は、耐荷体部の縦係止溝9の全長に至りし
っかりと係止し、且つ先の折返し部a21の場合と同様
に、端末金物2による拘束力を受けて、以後この係止状
態を安定確実に保持する。この状態が図1に仮想線で示
されている。
Then, the front part 4a of the removed head part 4 is attached to the front end of the load-bearing part 1 by fitting the concave-convex parts 7a and 7b in the folded-back part a 11 in the front-rear direction, and the remaining PC is left behind.
When the steel wire a 1 is tightened in the direction shown by the arrow 16 in FIG. 6,
The folded-back portion a 11 securely locks up to the entire length of the vertical locking groove 9 of the load-bearing body portion, and similarly to the case of the folded-back portion a 21 described above, the folded-back portion a 11 receives the restraining force by the terminal metal fitting 2 and thereafter, Holds the locked state in a stable and reliable manner. This state is shown by a virtual line in FIG.

【0020】次にバンド14による締結で、耐荷体部1
に対しPC鋼線a1 、a2 の折返し部a11、a21をしっ
かりと固定するのであるが、折返し部a11、a12は端末
金物2の挿通孔11内への挿入で、その強い反発弾性に
拘わらず、U状折返し状態に拘束されているので、バン
ド14による締結作業を容易且つ安全確実に行なうこと
ができる。また端末金物2による拘束状態のもとにバン
ド14による締結を行なうので、PC鋼線の強い反発弾
性に拘わらず、PC鋼線の折返し部を係止溝9、10内
に隙間の発生なしに、しっかりと係止させることができ
る。
Next, by fastening with the band 14, the load-bearing body 1
On the other hand, the folded-back portions a 11 and a 21 of the PC steel wires a 1 and a 2 are firmly fixed, but the folded-back portions a 11 and a 12 are strong when they are inserted into the insertion hole 11 of the terminal hardware 2. Regardless of the impact resilience, since it is restrained in the U-shaped folded state, the fastening operation by the band 14 can be performed easily and safely. Further, since the band 14 is fastened under the restraint condition by the terminal metal fitting 2, the folded portion of the PC steel wire is not generated in the locking grooves 9 and 10 regardless of the strong impact resilience of the PC steel wire. , Can be firmly locked.

【0021】PC鋼線a1 、a2 の折返し部a11、a21
に固定セットされた耐荷体は、常法通り除去アンカー工
法の施工により地中に埋設固定され、PC鋼線a1 、a
2 の引抜き除去後には、地中に埋設物として残置される
が、耐荷体は、先端ヘッド部、本体部及び端末金物のそ
れぞれに切離可能であるばかりでなく、本体部は複数個
の分割体に切離できるので、地中障害物になる虞れはな
くなる。
PC steel wires a 1 and a 2 folded back portions a 11 and a 21
The load-bearing body fixedly set on the PC steel wire a 1 , a is fixed by being buried in the ground by the construction of the removal anchor method as usual.
After the removal and removal of 2 , it is left as an embedded object in the ground, but the load-bearing body is not only separable into the tip head part, the main body part and the terminal metal object, but also the main body part is divided into a plurality of parts. Since it can be separated from the body, there is no risk of becoming an underground obstacle.

【0022】尚実施例ではPC鋼線を耐荷体に上下方向
と左右方向の2個所でUターンさせる所謂ダブル型につ
いて説明したが、例えば上下方向にのみUターンさせる
シングル型であってもよく、この場合は横係止溝10並
びにこれに接続する挿通孔11が省略される。
In the embodiment, the so-called double type in which the PC steel wire is U-turned on the load bearing body at two positions in the vertical direction and the horizontal direction has been described. However, for example, a single type in which the U-turn is made only in the vertical direction, In this case, the lateral locking groove 10 and the insertion hole 11 connected to it are omitted.

【0023】[0023]

【考案の効果】本考案耐荷体はアンドボンドPC鋼線を
Uターン状態に拘束し得る端末金物を備えているので、
耐荷体に対するPC鋼線Uターン部分のバンド締め作業
が容易になると共に耐荷体のUターン係止溝内にPC鋼
線を隙間の発生なしに安定確実に係止させることができ
る。さらに、耐荷体は、先端ヘッド部、本体部及び端末
金物に切離しできると共に、本体部は複数個の分割体に
切離しできるので、地中障害物になる危険性も一掃でき
る。
Since the load-bearing body of the present invention is equipped with the terminal hardware capable of restraining the and-bonded PC steel wire in the U-turn state,
The band tightening work of the U-turn portion of the PC steel wire with respect to the load bearing body is facilitated, and the PC steel wire can be stably and reliably locked in the U-turn locking groove of the load bearing body without generating a gap. Further, the load-bearing body can be separated into the tip head portion, the main body portion and the terminal metal object, and the main body portion can be separated into a plurality of divided bodies, so that the risk of becoming an underground obstacle can be eliminated.

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

【図1】本考案の1実施例並びに一使用状態を示す一部
切欠き側面図である。
FIG. 1 is a partially cutaway side view showing an embodiment of the present invention and a usage state.

【図2】先端ヘッド部の前部品の正面図である。。FIG. 2 is a front view of a front part of the tip head portion. .

【図3】同後部品の正面図である。FIG. 3 is a front view of the rear part.

【図4】分割体の正面図である。FIG. 4 is a front view of a divided body.

【図5】端末金物の正面図である。FIG. 5 is a front view of the terminal hardware.

【図6】本考案耐荷体の使用状況の概略説明図である。FIG. 6 is a schematic explanatory view of a usage state of the load bearing body of the present invention.

【図7】耐荷体を用いる公知の除去アンカー工法の説明
図である。
FIG. 7 is an explanatory view of a known removal anchor construction method using a load bearing body.

【符号の説明】[Explanation of symbols]

1 耐荷体部 2 端末金物 3 接手部 4 先端ヘッド部 5 本体部 6 接手部 7 接手部 8 接手部 9 縦係止溝 10 横係止溝 11 挿通孔 12 周溝 13 補助周溝 14 バンド 15 矢符 16 矢符 1 load-bearing body part 2 end hardware 3 joint part 4 tip head part 5 main body part 6 joint part 7 joint part 8 joint part 9 vertical locking groove 10 lateral locking groove 11 insertion hole 12 circumferential groove 13 auxiliary circumferential groove 14 band 15 arrow Mark 16 Arrow

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 先端ヘッド部と、該ヘッド部に切離可能
に接続された本体部とを具備し、先端ヘッド部並びに本
体部には、アンボンドPC鋼線をUターンさせて係止す
るための係止溝が、また本体部には、係止溝に係止され
たPC鋼線を本体部に対しバンド締めするための周溝
が、それぞれ設けられ、上記本体部は切離可能に長さ方
向に接続された複数個の分割体から構成されていて、最
後尾の分割体の後端には、PC鋼線をUターン状態に拘
束するための端末金物が同軸状且つ切離可能に接続され
ていることを特徴とする耐荷体。
1. A tip head portion and a body portion detachably connected to the head portion, wherein an unbonded PC steel wire is U-turned and locked to the tip head portion and the body portion. And a peripheral groove for band-fastening the PC steel wire locked in the locking groove to the main body portion are provided in the main body portion, respectively, and the main body portion is detachably long. It is composed of a plurality of divisions connected in the vertical direction, and at the rear end of the rearmost division, a terminal metal fitting for restraining the PC steel wire in a U-turn state is coaxial and separable. Load-bearing body characterized by being connected.
JP4767592U 1992-07-08 1992-07-08 Load-bearing body Expired - Lifetime JPH0743158Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4767592U JPH0743158Y2 (en) 1992-07-08 1992-07-08 Load-bearing body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4767592U JPH0743158Y2 (en) 1992-07-08 1992-07-08 Load-bearing body

Publications (2)

Publication Number Publication Date
JPH068438U JPH068438U (en) 1994-02-04
JPH0743158Y2 true JPH0743158Y2 (en) 1995-10-04

Family

ID=12781854

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4767592U Expired - Lifetime JPH0743158Y2 (en) 1992-07-08 1992-07-08 Load-bearing body

Country Status (1)

Country Link
JP (1) JPH0743158Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7438634B2 (en) * 2020-07-13 2024-02-27 Kjsエンジニアリング株式会社 Load-bearing body of removal anchor, method of using removal anchor, and manufacturing method of load-bearing body

Also Published As

Publication number Publication date
JPH068438U (en) 1994-02-04

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