JP3101288U - Branch line anchor - Google Patents

Branch line anchor Download PDF

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JP3101288U
JP3101288U JP2003272118U JP2003272118U JP3101288U JP 3101288 U JP3101288 U JP 3101288U JP 2003272118 U JP2003272118 U JP 2003272118U JP 2003272118 U JP2003272118 U JP 2003272118U JP 3101288 U JP3101288 U JP 3101288U
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rod
base
branch line
anchor
hole
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重男 飯田
正義 田中
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日本コムシス株式会社
田山工業株式会社
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Abstract

【課題】地面に孔を明けてその中にセットすることで支線を支持し得るようにして、短時間で設置でき、地面の掘削面先もその孔の分のみの最小限で済み、交通量の多い場所でも交通渋滞を防止し得るようにすることにある。
【解決手段】支線3を結合される環状部5aを一端部に設けられたロッド5と、前記ロッドの他端部に設けられた基部6と、一端から途中まで軸線方向に延在する複数のスリット7aを有し、前記基部にかぶせられる外筒7と、を具えてなり、前記基部が、前記ロッドの前記一端部から前記他端部へ向かう方向へ向かうに連れて拡径するよう傾斜した複数の棒材6aを有し、前記外筒が、前記スリット側の一端を前記基部に向けて前記ロッドに挿通されて前記基部へ向けて押圧されることで前記傾斜した複数の棒材により前記スリット側から拡径されることを特徴とする、岩盤用支線アンカ4である。
【選択図】図1
An object of the present invention is to open a hole in the ground and set it in the hole to support a branch line, to be installed in a short time, and to excavate the ground only with a minimum amount of the hole. The purpose is to prevent traffic congestion even in places with many traffic.
A rod (5) provided at one end with an annular portion (5a) to which a branch line (3) is connected, a base (6) provided at the other end of the rod, and a plurality of members extending in the axial direction from one end to the middle. An outer cylinder 7 having a slit 7a and being fitted over the base, wherein the base is inclined so as to expand in diameter in a direction from the one end to the other end of the rod. The plurality of rods 6a are provided, and the outer cylinder is inserted by the rod with one end on the slit side toward the base and pressed toward the base, and the plurality of rods are inclined by the inclined rods. A rock-bed branch line anchor 4 characterized in that its diameter is enlarged from the slit side.
[Selection diagram] Fig. 1

Description

この考案は、架空設備や電柱等を支持する支線の端を地面に固定するのに用いられる支線アンカに関するものである。   The present invention relates to a branch line anchor used to fix the end of a branch line supporting an overhead facility, a utility pole or the like to the ground.

上記の如き支線アンカとしては従来、例えば、岩盤に開けて底部を拡径した孔内にモルタルで固定されるスパイキボルトや、先端部が二股に開くように地中に打ち込まれる鋤型アンカが知られている。   Conventionally known spur anchors as described above include, for example, spike bolts that are opened in rock and fixed with mortar in holes whose bottoms are enlarged, and plow-type anchors that are driven into the ground so that the tips open in two. Have been.

しかしながら、スパイキボルトではモルタルが硬化するまで支線を支持できないという不都合があり、また鋤型アンカでは地表から打ち込むため、転石が埋まっているような場所では使用できないという問題ガあった。   However, the spike bolt has a disadvantage that the branch line cannot be supported until the mortar is hardened, and the plow type anchor is driven from the surface of the ground, so that it cannot be used in a place where boulders are buried.

それゆえこの考案は、地面に孔を明けてその中にセットすることで支線を支持し得る支線アンカを提供することを目的としている。   Therefore, an object of the present invention is to provide a branch anchor that can support a branch by setting a hole in the ground and setting the hole therein.

上記課題を有利に解決するこの考案の支線アンカは、請求項1記載の岩盤用支線アンカでは、支線を結合される環状部を一端部に設けられたロッドと、前記ロッドの他端部に設けられた基部と、一端から途中まで軸線方向に延在する複数のスリットを有し、前記基部にかぶせられる外筒と、を具えてなり、前記基部が、前記ロッドの前記一端部から前記他端部へ向かう方向へ向かうに連れて拡径するよう傾斜した複数の棒材を有し、前記外筒が、前記スリット側の一端を前記基部に向けて前記ロッドに挿通されて前記基部へ向けて押圧されることで前記傾斜した複数の棒材により前記スリット側から拡径されるものであることを特徴としている。   The branch line anchor according to the present invention that advantageously solves the above-mentioned problem is a rock branch line anchor according to claim 1, wherein an annular portion to which the branch line is connected is provided at one end of the rod, and at the other end of the rod. A base, and a plurality of slits extending in the axial direction from one end to the middle, comprising an outer cylinder that is placed over the base, wherein the base is disposed at one end to the other end of the rod. A plurality of rods inclined so as to increase in diameter toward the direction toward the portion, and the outer cylinder is inserted through the rod with the one end on the slit side facing the base and facing the base. The diameter is increased from the slit side by the plurality of inclined bars when pressed.

また、請求項2記載の鍬型支線アンカでは、支線を結合される環状部を一端部に設けられたロッドと、前記ロッドの他端部にそのロッドを鋭角に曲げて形成された基部と、前記ロッドに向く側を内側にして樋状に湾曲し、その樋の延在方向に対応する方向を前記基部の延在方向に一致させてその基部に固定された鍬板と、を具えてなることを特徴としている。   Further, in the hoe-type branch anchor according to claim 2, a rod provided at one end with an annular portion to which the branch is coupled, and a base formed by bending the rod at the other end of the rod at an acute angle, And a hoe plate fixed to the base in such a manner that the side facing the rod is inwardly curved in a gutter shape, the direction corresponding to the direction in which the gutter extends corresponds to the direction in which the base extends. It is characterized by:

そして、請求項3記載の羽根型支線アンカでは、支線を結合される環状部を一端部に設けられたロッドと、前記ロッドの他端部に設けられた基部と、前記基部に前記ロッドの前記一端部から遠い側の端部を枢支されて、前記ロッドの前記一端部に近い側の端部が前記ロッドから離間するように前記ロッドに対し鋭角をなす範囲で拡開可能な複数の羽根と、前記ロッドに挿通されて前記基部へ向けて押圧されることで前記複数の羽根を拡開させるリングと、を具えてなることを特徴としている。   In the vane-type branch anchor according to claim 3, a rod provided at one end with an annular portion to which the branch is connected, a base provided at the other end of the rod, and the base provided with the rod. A plurality of blades pivotally supported at an end remote from the one end and capable of expanding at an acute angle to the rod so that an end of the rod close to the one end is separated from the rod; And a ring that is inserted through the rod and pressed toward the base to expand the plurality of blades.

かかる請求項1〜3記載の支線アンカにあっては、岩盤用アンカは地面にあけた孔内に基部を挿入し、外筒をロッドに嵌めたパイプ等で押してその基部に押し被せることで、外筒が拡径して岩盤に食い付き、また鍬形アンカは、地面に斜めにあけた孔内に鍬板を下向きにして基部を挿入し、ロッドを引くことで鍬板が地中に食い込み、羽根型アンカでは地面に斜めにあけた孔内に羽根をすぼめて基部を挿入し、ロッドに相通したリングをロッドに嵌めたパイプ等で押して複数の羽根を拡径させることで、それらの羽根が地中に食い込む。   In such a branch anchor according to claims 1 to 3, the rock anchor is inserted into a hole drilled in the ground, and the outer cylinder is pushed by a pipe or the like fitted on a rod to cover the base. The outer cylinder expands and bites into the rock, and the hoe-shaped anchor inserts the base with the hoe plate facing down into a hole made obliquely on the ground and pulls the rod so that the hoe plate bites into the ground, In a wing type anchor, the wings are inserted into the hole made obliquely on the ground, the base is inserted, and a ring connected to the rod is pushed with a pipe etc. fitted to the rod to expand the number of wings, so that those wings are expanded. Dig into the ground.

従って、この考案の支線アンカは何れも、地面に孔を明けてその中にセットすることで支線を支持することができるので、短時間で設置でき、地面の掘削面先もその孔の分のみの最小限で済み、道路を短時間で解放できるため交通量の多い場所でも交通渋滞を防止することができる。   Therefore, the branch line anchors of the present invention can be installed in a short time because the branch line can be supported by making a hole in the ground and setting the hole in the hole, and the excavation surface of the ground is only for the hole. Since the road can be released in a short time, traffic congestion can be prevented even in a place with heavy traffic.

以下に、この考案の実施の形態を実施例によって、図面に基づき詳細に説明する。ここに、図1(a),(b)は、この考案の岩盤用支線アンカの一実施例を示す正面図および底面図、図2は、その実施例の岩盤用支線アンカで支線を支持する際の使用方法を示す説明図であり、図中符号1は電柱、2は地面、3は支線、4は上記実施例の岩盤用支持アンカをそれぞれ示す。   Hereinafter, embodiments of the present invention will be described in detail by way of examples with reference to the drawings. 1 (a) and 1 (b) are a front view and a bottom view showing an embodiment of a rock line anchor according to the present invention, and FIG. 2 is a diagram for supporting a branch line with the rock line anchor according to the embodiment. It is an explanatory view showing a method of use at the time, wherein reference numeral 1 denotes a telephone pole, 2 denotes a ground, 3 denotes a branch line, and 4 denotes a rock support anchor of the embodiment.

この実施例の岩盤用支持アンカ4は、図1に示すように、支線3を結合される環状部5aを一端部(図1(a)では上端部)に設けられたロッド5と、そのロッド5の他端部(図1(a)では下端部)に設けられた基部6と、一端(図1(a)では下端部)から途中まで軸線方向に延在する複数のスリット7aを有し、基部6に被せられる外筒7とを具えてなり、基部6が、ロッド5の上記一端部から他端部へ向かう方向((図1(a)では下方)へ向かうに連れて拡径するよう傾斜して溶接固定された複数の棒材6aを有し、外筒7が、スリット7a側の一端を基部6に向けてロッド5に挿通されて基部6へ向けて押圧されることで、傾斜した複数の棒材6aとの摺接により、小さな摩擦力でスリット7a側から拡径されるものである。   As shown in FIG. 1, the rock support anchor 4 of this embodiment includes a rod 5 provided with an annular portion 5 a to which the branch line 3 is connected at one end (the upper end in FIG. 1A), and the rod 5. 5 has a base 6 provided at the other end (the lower end in FIG. 1A) and a plurality of slits 7a extending in the axial direction from one end (the lower end in FIG. 1A) to the middle. And an outer cylinder 7 covered on the base 6, and the base 6 expands in diameter in the direction from the one end of the rod 5 to the other end (downward in FIG. 1A). The outer cylinder 7 is inserted into the rod 5 with one end on the side of the slit 7a facing the base 6 and pressed toward the base 6 by having the plurality of bars 6a fixed and welded in such a manner. The sliding contact with the plurality of inclined rods 6a increases the diameter from the slit 7a side with a small frictional force.

かかる実施例の岩盤用支持アンカ4は、図2に示すように、地面2から岩盤内に削孔した孔内に基部6を挿入し、外筒7をロッド5に嵌めたパイプ等で押してその基部6に押し被せることで、外筒7が拡径して岩盤に食い付き、孔内にセットされる。なお、そのセット後に孔内にモルタルを充填する。   As shown in FIG. 2, the rocker support anchor 4 of this embodiment has a base 6 inserted into a hole drilled in the rock from the ground 2, and the outer cylinder 7 is pushed by a pipe or the like fitted on the rod 5, as shown in FIG. 2. By pushing over the base 6, the outer cylinder 7 expands in diameter and bites the rock, and is set in the hole. After the setting, the mortar is filled in the holes.

従ってこの実施例の岩盤用支持アンカ4によれば、地面に孔を明けてその中にセットすることで、モルタルの硬化を待たずに支線3を支持することができるので、短時間で設置でき、地面の掘削面先もその孔の分のみの最小限で済み、道路を短時間で解放できるため交通量の多い場所でも交通渋滞を防止することができる。   Therefore, according to the rock support anchor 4 of this embodiment, the branch line 3 can be supported without waiting for the mortar to be hardened by drilling a hole in the ground and setting the hole therein. In addition, the excavation surface on the ground only needs to be the minimum for the hole, and the road can be released in a short time, so that traffic congestion can be prevented even in a place with a large traffic volume.

図3(a),(b)は、この考案の鍬型支線アンカの一実施例を示す側面図およびA矢視図、図4は、その実施例の鍬型支線アンカで支線を支持する際の使用方法を示す説明図であり、図中符号上記実施例と同様の部分はそれと同一の符号にて示す。また符合8は上記実施例の鍬型支持アンカを示す。   3 (a) and 3 (b) are a side view and an arrow A view showing an embodiment of the hoe-shaped branch line anchor of the present invention, and FIG. 4 shows a case where the branch line is supported by the hoe-shaped branch line anchor of the embodiment. It is an explanatory view showing how to use, and the same reference numerals in the figure denote the same parts as in the above embodiment. Reference numeral 8 indicates the hoe-shaped support anchor of the above embodiment.

この実施例の鍬型支持アンカ8は、図3に示すように、支線3を結合される環状部5aを一端部(図3(a)では上端部)に設けられたロッド5と、そのロッド5の他端部(図3(a)では下端部)にそのロッド5を鋭角に曲げて形成された基部6と、ロッド5に向く側を内側にして樋状に湾曲し、その樋の延在方向に対応する方向を基部6の延在方向に一致させてその基部6に溶接固定された鍬板9とを具えてなるものである。なお、ロッド5と基部6との間にはそれらに渡して補強板6bが溶接固定されている。   As shown in FIG. 3, the hoe-shaped support anchor 8 of this embodiment includes a rod 5 provided with an annular portion 5a to which the branch line 3 is connected at one end (the upper end in FIG. 3A). A base 6 formed by bending the rod 5 at the other end (the lower end in FIG. 3A) of the rod 5 and a gutter-like shape with the side facing the rod 5 on the inner side. The hoe plate 9 is welded and fixed to the base 6 so that the direction corresponding to the existing direction coincides with the extending direction of the base 6. A reinforcing plate 6b is fixed between the rod 5 and the base 6 by welding.

かかる実施例の鍬型支持アンカ8は、図4に示すように、地面2から転石等の埋まった地中に斜めに削孔した孔内に鍬板9を下向きにして基部6を挿入し、ロッド5を引くことで鍬板9が地中に食い込み、孔内にセットされる。なお、そのセット後に孔内に土砂を埋め戻しする。   As shown in FIG. 4, the hoe-shaped support anchor 8 of this embodiment inserts the base 6 with the hoe plate 9 facing downward into a hole cut obliquely from the ground 2 into the ground buried with boulders or the like, By pulling the rod 5, the hoe plate 9 bites into the ground and is set in the hole. After the setting, earth and sand are backfilled in the holes.

従ってこの実施例の鍬型支持アンカ8によれば、地面に孔を明けてその中にセットすることで、埋め戻し前に支線3を支持することができるので、短時間で設置でき、地面の掘削面先もその孔の分のみの最小限で済み、道路を短時間で解放できるため交通量の多い場所でも交通渋滞を防止することができる。   Therefore, according to the hoe-shaped support anchor 8 of this embodiment, the branch line 3 can be supported before backfilling by drilling a hole in the ground and setting it in the hole. The excavation surface only needs to be the minimum for the hole, and the road can be released in a short time, so that traffic congestion can be prevented even in a place with heavy traffic.

図5(a),(b)は、この考案の羽根型支線アンカの一実施例を示す羽根を閉じた状態の正面図および羽根を開いた状態の正面図、図6は、その実施例の羽根型支線アンカで支線を支持する際の使用方法を示す説明図であり、図中符号上記実施例と同様の部分はそれと同一の符号にて示す。また符合10は上記実施例の羽根型支持アンカを示す。   5 (a) and 5 (b) are front views of an embodiment of the blade type branch anchor according to the present invention, with the blades closed and open, and FIG. 6 shows the embodiment. It is explanatory drawing which shows the use method at the time of supporting a branch line with a blade-type branch line anchor, and the code | symbol in a figure The part similar to the said Example is shown with the same code | symbol. Reference numeral 10 indicates the blade-type support anchor of the above embodiment.

この実施例の羽根型支持アンカ10は、図5に示すように、支線3を結合される環状部5aを一端部(図3(a)では上端部)に設けられたロッド5と、そのロッド5の他端部(図5(a)では下端部)に設けられた基部6と、基部6にロッド5の上記一端部から遠い側の端部を枢支されて、ロッド5の上記一端部に近い側の端部がロッド5から離間するようにロッド5に対し鋭角をなす範囲で拡開可能な複数(図示例では四枚)の羽根11と、ロッド5に挿通されて基部6へ向けて押圧されることで複数の羽根11と摺接してそれらを拡開させるリング12とを具えてなるものである。   As shown in FIG. 5, the blade-type support anchor 10 of this embodiment includes a rod 5 provided with an annular portion 5a to which the branch line 3 is connected at one end (the upper end in FIG. 3A). 5, a base 6 provided at the other end (the lower end in FIG. 5A), and an end of the rod 5 remote from the one end is pivotally supported by the base 6 so that the one end of the rod 5 A plurality of (four in the illustrated example) blades 11 that can be expanded within a range that forms an acute angle with respect to the rod 5 so that the end near the side is separated from the rod 5, and is inserted into the rod 5 and directed toward the base 6. And a ring 12 for slidingly contacting and spreading the plurality of blades 11 when pressed.

かかる実施例の羽根型支持アンカ10は、図6に示すように、地面2から転石等の埋まった地中に斜めに削孔した孔内に羽根11をすぼめて基部6を挿入し、ロッド5に相通したリング12をロッド5に嵌めたパイプ等で押して複数の羽根12を拡径させることで、それらの羽根12が地中に食い込み、孔内にセットされる。なお、そのセット後に孔内に土砂を埋め戻しする。   As shown in FIG. 6, the blade-type support anchor 10 of this embodiment inserts the base portion 6 by inserting the base portion 6 by sliding the blade 11 into a hole which is obliquely drilled from the ground 2 into the ground buried with boulders or the like. By pushing the ring 12 communicating with the above with a pipe or the like fitted on the rod 5 to expand the plurality of blades 12, the blades 12 bite into the ground and are set in the holes. After the setting, earth and sand are backfilled in the holes.

従ってこの実施例の羽根型支持アンカ10によれば、地面に孔を明けてその中にセットすることで、、埋め戻し前に支線3を支持することができるので、短時間で設置でき、地面の掘削面先もその孔の分のみの最小限で済み、道路を短時間で解放できるため交通量の多い場所でも交通渋滞を防止することができる。   Therefore, according to the wing-shaped support anchor 10 of this embodiment, the branch line 3 can be supported before backfilling by making a hole in the ground and setting it in the hole, so that it can be installed in a short time, and The excavation surface of the excavator only needs to be the minimum for the hole, and the road can be released in a short time, so that traffic congestion can be prevented even in a place with heavy traffic.

以上、図示例に基づき説明したが、この考案は上述の例に限定されるものでなく、実用新案登録請求の範囲の記載範囲内で適宜変更することができるものである。   As described above, the present invention has been described based on the illustrated example, but the present invention is not limited to the above-described example, and can be appropriately changed within the scope of the claims of the utility model registration.

かくしてこの考案の支持アンカによれば、地面に孔を明けてその中にセットすることで支線を支持することができるので、短時間で設置でき、地面の掘削面先もその孔の分のみの最小限で済み、道路を短時間で解放できるため交通量の多い場所でも交通渋滞を防止することができる。   Thus, according to the support anchor of the present invention, a branch line can be supported by drilling a hole in the ground and setting it in the hole, so that it can be installed in a short time, and the excavation surface of the ground is only for the hole. Since it requires only a minimum amount of time and the road can be released in a short period of time, traffic congestion can be prevented even in places with heavy traffic.

(a),(b)は、この考案の岩盤用支線アンカの一実施例を示す正面図および底面図である。(A), (b) is a front view and a bottom view showing an embodiment of a branch line anchor for rock of the present invention. 上記実施例の岩盤用支線アンカで支線を支持する際の使用方法を示す説明図である。It is explanatory drawing which shows the use method at the time of supporting a branch line with the rock line branch anchor of the said Example. (a),(b)は、この考案の鍬型支線アンカの一実施例を示す側面図およびA矢視図である。(A), (b) is a side view and A arrow view which show one Example of the hoe-shaped branch line anchor of this invention. 上記実施例の鍬型支線アンカで支線を支持する際の使用方法を示す説明図である。It is explanatory drawing which shows the use method at the time of supporting a branch line with the hoe-shaped branch line anchor of the said Example. (a),(b)は、この考案の羽根型支線アンカの一実施例を示す羽根を閉じた状態の正面図および羽根を開いた状態の正面図である。(A), (b) is the front view in the state where the blade was closed, and the front view in the state which opened the blade which shows one Example of the blade-type branch line anchor of this invention. 上記実施例の羽根型支線アンカで支線を支持する際の使用方法を示す説明図である。It is explanatory drawing which shows the use method at the time of supporting a branch line with the blade-type branch line anchor of the said Example.

符号の説明Explanation of reference numerals

1 電柱
2 地面
3 支線
4 岩盤用支持アンカ
5 ロッド
5a 環状部
6 基部
6a 棒材
6b 補強板
7 外筒
7a スリット
8 鍬型支持アンカ
9 鍬板
10 羽根型支持アンカ
11 羽根
12 リング
DESCRIPTION OF SYMBOLS 1 Power pole 2 Ground 3 Branch line 4 Support anchor for rock 5 Rod 5a Annular part 6 Base 6a Bar 6b Reinforcement plate 7 Outer cylinder 7a Slit 8 Hoe-shaped support anchor 9 Hoe plate 10 Blade-type support anchor 11 Blade 12 Ring

Claims (3)

支線(3)を結合される環状部(5a)を一端部に設けられたロッド(5)と、
前記ロッドの他端部に設けられた基部(6)と、
一端から途中まで軸線方向に延在する複数のスリット(7a)を有し、前記基部にかぶせられる外筒(7)と、を具えてなり、
前記基部が、前記ロッドの前記一端部から前記他端部へ向かう方向へ向かうに連れて拡径するよう傾斜した複数の棒材(6a)を有し、
前記外筒が、前記スリット側の一端を前記基部に向けて前記ロッドに挿通されて前記基部へ向けて押圧されることで前記傾斜した複数の棒材により前記スリット側から拡径されるものである、岩盤用支線アンカ。
A rod (5) provided at one end with an annular portion (5a) to which the branch line (3) is connected;
A base (6) provided at the other end of the rod;
An outer cylinder (7) having a plurality of slits (7a) extending in the axial direction from one end to the middle thereof, and being covered with the base.
The base has a plurality of rods (6a) inclined to increase in diameter in a direction from the one end to the other end of the rod,
The outer cylinder is expanded from the slit side by the plurality of inclined bars by being inserted through the rod with the one end on the slit side facing the base and being pressed toward the base. There is a branch line anchor for rock.
支線(3)を結合される環状部(5a)を一端部に設けられたロッド(5)と、
前記ロッドの他端部にそのロッドを鋭角に曲げて形成された基部(6)と、
前記ロッドに向く側を内側にして樋状に湾曲し、その樋の延在方向に対応する方向を前記基部の延在方向に一致させてその基部に固定された鍬板(9)と、
を具えてなる、鍬型支線アンカ。
A rod (5) provided at one end with an annular portion (5a) to which the branch line (3) is connected;
A base (6) formed by bending the rod at an acute angle at the other end of the rod;
A hoe plate (9) that is curved in a gutter shape with the side facing the rod inward and that is fixed to the base so that the direction corresponding to the direction in which the gutter extends corresponds to the direction in which the base extends.
A hoe-shaped branch line anchor.
支線(3)を結合される環状部(5a)を一端部に設けられたロッド(5)と、
前記ロッドの他端部に設けられた基部(6)と、
前記基部に前記ロッドの前記一端部から遠い側の端部を枢支されて、前記ロッドの前記一端部に近い側の端部が前記ロッドから離間するように前記ロッドに対し鋭角をなす範囲で拡開可能な複数の羽根(11)と、
前記ロッドに挿通されて前記基部へ向けて押圧されることで前記複数の羽根を拡開させるリング(12)と、
を具えてなる、羽根型支線アンカ。
A rod (5) provided at one end with an annular portion (5a) to which the branch line (3) is connected;
A base (6) provided at the other end of the rod;
An end of the rod farther from the one end is pivotally supported by the base, and an end of the rod closer to the one end forms an acute angle with the rod so as to be separated from the rod. A plurality of expandable blades (11);
A ring (12) inserted through the rod and pressed toward the base to expand the plurality of blades;
A wing-shaped branch line anchor.
JP2003272118U 2003-10-29 2003-10-29 Branch line anchor Expired - Fee Related JP3101288U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003272118U JP3101288U (en) 2003-10-29 2003-10-29 Branch line anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003272118U JP3101288U (en) 2003-10-29 2003-10-29 Branch line anchor

Publications (1)

Publication Number Publication Date
JP3101288U true JP3101288U (en) 2004-06-10

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003272118U Expired - Fee Related JP3101288U (en) 2003-10-29 2003-10-29 Branch line anchor

Country Status (1)

Country Link
JP (1) JP3101288U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101013736B1 (en) 2008-11-14 2011-02-14 (주)에이에스 A Pre - Stressed Extension Anchor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101013736B1 (en) 2008-11-14 2011-02-14 (주)에이에스 A Pre - Stressed Extension Anchor

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