JP2732360B2 - Connection metal fittings for concrete block reinforcement - Google Patents

Connection metal fittings for concrete block reinforcement

Info

Publication number
JP2732360B2
JP2732360B2 JP26172994A JP26172994A JP2732360B2 JP 2732360 B2 JP2732360 B2 JP 2732360B2 JP 26172994 A JP26172994 A JP 26172994A JP 26172994 A JP26172994 A JP 26172994A JP 2732360 B2 JP2732360 B2 JP 2732360B2
Authority
JP
Japan
Prior art keywords
slot
concrete block
elongated hole
length
distance
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
JP26172994A
Other languages
Japanese (ja)
Other versions
JPH08100486A (en
Inventor
博昭 小谷
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.)
SHINKO KIGYO KK
YAHIRO KOSAN KK
Original Assignee
SHINKO KIGYO KK
YAHIRO KOSAN KK
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 SHINKO KIGYO KK, YAHIRO KOSAN KK filed Critical SHINKO KIGYO KK
Priority to JP26172994A priority Critical patent/JP2732360B2/en
Publication of JPH08100486A publication Critical patent/JPH08100486A/en
Application granted granted Critical
Publication of JP2732360B2 publication Critical patent/JP2732360B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Fencing (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

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、コンクリートブロツク
を積み上げてブロツク塀等を形成するに当たって、ブロ
ツク内に埋め込む補強筋をアンカー筋と連結するために
使用する連結金具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting bracket used for connecting reinforcing bars embedded in a block to anchor bars in stacking concrete blocks to form a block wall or the like.

【0002】[0002]

【従来の技術】従来この種の補強筋は、アンカー筋に対
して溶接によって連結していた。他の略式連結手段とし
ては、添わせた両筋の上下2カ所に針金を複数回巻き付
けその端末を捩って止めるという手段を講じていた。
2. Description of the Related Art Conventionally, this kind of reinforcing bar is connected to an anchor bar by welding. As another simplified connection means, a wire was wound around the upper and lower two places of the two stitches a plurality of times and the terminal was twisted and stopped.

【0003】[0003]

【発明が解決しようとする課題】したがって、従来のこ
の種連結手段にあっては、溶接による連結の場合には持
ち運びに不便な大型で重量のある一連の溶接機器が必要
であり、かつ、溶接技師が必要であるため、経費の関係
上手軽には実施し難いという問題があった。また、針金
巻きの略式連結の場合は、アンカー筋に対して連結する
鉄筋を添わせた状態として上下2カ所に針金を複数回巻
き付けて連結しなければならないため、相当の時間と手
数を必要とし、殊に、細い針金の場合には経年劣化し易
く長年月経過すると腐食して緊締力を失い、ブロツクの
倒壊という不測の事態を招きかねない危険性を孕んでい
るものである。
Therefore, this type of conventional connection means requires a series of large and heavy welding equipment which is inconvenient to carry in the case of connection by welding, and requires a large amount of welding equipment. Since a technician was required, there was a problem that it was difficult to implement it easily due to cost. In addition, in the case of the schematic connection of wire winding, since the wire must be wound around the upper and lower two or more times with the reinforcing bar connected to the anchor bar and connected, a considerable amount of time and labor is required. In particular, in the case of fine wires, they tend to deteriorate over time, and after a long period of time, they corrode and lose their tightening force, and there is a danger that an unexpected situation such as collapse of the block may be caused.

【0004】そこで、本発明は、このような従来の手段
が有していた課題を解決するために、経年劣化の危険性
が少なく、しかも鉄筋どうしの連結を確実にしかも容易
に行うことができ、作業性の向上を図ることが可能な連
結金具を提供しようとするものである。
[0004] In order to solve the problems of the conventional means, the present invention has a low risk of aging and can reliably and easily connect rebars. Another object of the present invention is to provide a connection fitting capable of improving workability.

【0005】[0005]

【課題を解決するための手段】該目的を達成するための
本発明の構成を、実施例において使用した符号を用いて
説明すると、鋼板製の細長い金具本体1を、長さ方向の
略中間部分を基点として側面視形状がくの字形になるよ
うに折曲げ形成し、その上半部3と下半部4とにそれぞ
れ上下方向に長い長穴5,6を形成し、上部長穴5と下
部長穴6の長さを補強筋断面の2本分以上の長さをもつ
ように形成し、下部長穴6は一側に切り込み部8を形成
してある形状のものとし、かつ、該上部長穴5の形成位
置を、下部長穴6の形成位置と折曲部2との間の距離d
よりも折曲部2からの距離Dが離れている位置に形成し
てある構成としたものである。
The structure of the present invention for achieving the above object will be described with reference to the reference numerals used in the embodiments. Is formed so that the shape in a side view becomes a U-shape, and long holes 5 and 6 are formed in the upper half 3 and the lower half 4 in the vertical direction, respectively. The long slot 6 is formed so as to have a length of at least two reinforcement cross sections, and the lower slot 6 has a cutout 8 formed on one side. The formation position of the elongated hole 5 is determined by the distance d between the formation position of the lower elongated hole 6 and the bent portion 2.
It is configured to be formed at a position where the distance D from the bent portion 2 is farther away.

【0006】この実施に当たっては、上部長穴5を長穴
の上下両端に小突起7,7を形成してあるものとした
り、長穴5の両端部が補強筋断面よりも稍小さいものと
して両側面で挟持するようにしたり、また、上半部と下
半部との側縁部分を内側または外側に向けて折り曲げて
補強したりして実施することができる。また、素材とす
る鋼板は、スチール鋼板・ステンレス鋼板その他のバネ
性に富んだ素材が適している。
In this embodiment, the upper elongated hole 5 is formed with small projections 7, 7 at the upper and lower ends of the elongated hole, or both ends of the elongated hole 5 are slightly smaller than the reinforcing bar cross section. It can be carried out by sandwiching between the surfaces, or by bending the side edge portions of the upper half and the lower half toward the inside or outside to reinforce. Further, as the steel plate to be used as the material, a steel plate, a stainless steel plate and other materials having a high spring property are suitable.

【0007】[0007]

【作用】本発明は、このような構成としたものであるか
ら、その使用に当たっては、下部長穴6の側方に切り込
み部8を形成してあるので、アンカー筋に対して上部長
穴5を上方から嵌め込んだ状態で接続する補強筋を添わ
せて長穴5に差し込み、その下側において切り込み部8
を側方から両筋A,Bに当てつけ、その外側をハンマー
等によって叩きつけて下部長穴6内に両筋A,Bを嵌め
込めばよい。このようにして簡単に確実に両筋A,Bを
連結することができるので、作業能率の向上を図ること
ができる。
According to the present invention having such a structure, the notch 8 is formed on the side of the lower elongated hole 6 in use, so that the upper elongated hole 5 is formed with respect to the anchor muscle. Is inserted from the upper side into the elongated hole 5 with a reinforcing bar connected thereto in a state of being fitted from above.
Is applied to both muscles A and B from the side, and the outside thereof is hit with a hammer or the like to fit both muscles A and B into the lower elongated hole 6. In this way, the two muscles A and B can be easily and reliably connected, so that work efficiency can be improved.

【0008】[0008]

【実施例】以下本発明の実施例について図面に基づいて
説明する。図中、図1乃至図4は、本発明の第1実施例
を示す図であって、図1は全体形状を示し、図2は展開
形状を示し、図3はその中央断面形状を示し、図4は使
用状態を示す図である。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 4 are views showing a first embodiment of the present invention, wherein FIG. 1 shows an overall shape, FIG. 2 shows a developed shape, FIG. 3 shows a central sectional shape thereof, FIG. 4 is a diagram showing a use state.

【0009】而して、該実施例の金具本体1は、ステン
レス鋼板を細長く切断し、または切断したものを、その
上下方向長さの略中間部分を基点とする上半部3と下半
部4とにそれぞれ上下方向に長い長穴5,6を形成し、
下部の長穴6の長さを補強筋断面の2本分以上の長さを
もつように形成し、上部の長穴5の長さは下部の長穴6
の長さよりも更に上下方向に長い長穴に形成し、かつ、
該上部長穴5の形成位置を下部長穴6形成位置と前記中
間部分との間の距離dよりも中間部分からの距離Dが離
れている位置に形成してある構成とし、前記中間部分
を、側面視形状がくの字形になるように折曲げ形成した
ものである。また、該実施例における金具本体1の前記
上部長穴5は該長穴の上下両端に小突起7,7を形成し
てあり、また、下部長穴6は該長穴の一側に切り込み部
8を形成してある形状としてしたものである。なお、図
中9は、下部長穴6の上下辺からそれぞれ反対方向に折
曲突出させた引っ掛かり防止用の突出片である。
The metal fitting body 1 of this embodiment is obtained by cutting an elongated stainless steel plate or cutting the stainless steel plate into an upper half portion 3 and a lower half portion starting from a substantially middle portion in the vertical direction. 4 and long holes 5 and 6 are formed in the vertical direction, respectively,
The length of the lower elongated hole 6 is formed so as to have a length equal to or more than two reinforcement cross sections, and the length of the upper elongated hole 5 is equal to the length of the lower elongated hole 6.
Formed in a long hole longer in the vertical direction than the length of
The upper slot 5 is formed at a position where the distance D from the intermediate portion is greater than the distance d between the lower slot 6 formation position and the intermediate portion. , Which are bent so that the shape in a side view becomes a U-shape. Further, the upper long hole 5 of the metal fitting body 1 in this embodiment has small projections 7, 7 formed on both upper and lower ends of the long hole, and the lower long hole 6 has a notch formed on one side of the long hole. 8 is formed. In addition, 9 in the figure is a protruding piece that is bent from the upper and lower sides of the lower elongated hole 6 in the opposite directions to prevent catching.

【0010】次いで、該実施例にいう金具本体1の実施
品の具体例について説明すると次のとおりである。連結
対象となる鉄筋の太さが4分丸(直径約10mm)用のも
のとしては、素材=ステンレス鋼板、板厚=2.0mm、
長さ=136mm、横幅=20mm、上端から折曲げ基点
(中間点)迄の距離=68mm、上部長穴5の長さ=24
mm、幅=11mm、小突起7の突出量=0.3〜0.5m
m、中間点から上部長穴5の下辺までの距離D=38m
m、下部長穴6の長さ=22mm、幅=10.5mm、長穴
6に連設の切り込み部8の長さ=20.5mm、中間点か
ら下部長穴6の上辺までの距離d=30mm、くの字状の
側面視内角=80°として実施した。
Next, a specific example of an embodiment of the fitting main body 1 according to the embodiment will be described as follows. For the steel bars whose connection is to be made with a quarter circle (diameter of about 10 mm), material = stainless steel plate, plate thickness = 2.0 mm,
Length = 136mm, width = 20mm, distance from upper end to bending origin (middle point) = 68mm, length of upper slot 5 = 24
mm, width = 11 mm, protrusion amount of the small protrusion 7 = 0.3 to 0.5 m
m, distance D from the midpoint to the lower side of the upper slot 5 D = 38m
m, length of lower slot 6 = 22 mm, width = 10.5 mm, length of cut 8 connected to slot 6 = 20.5 mm, distance d from midpoint to upper side of lower slot 6 = The test was carried out at 30 mm, and the inside angle of the U-shape was 80 °.

【0011】これを用いて2本の連結対象鉄筋A・Bを
連結するには、即ち、図4に見られるように、一端をコ
ンクリートCに埋め込んだアンカー筋Aに対して接続筋
Bを連結するには、アンカー筋Aに対して上部長穴5を
上方から嵌め込んだ状態で接続筋Bを添わせて長穴5に
差し込み、その下側において切り込み部8を側方から両
筋A,Bに当てつけ、その外側をハンマー等の打ち込み
工具で叩きつけて下部長穴6内に両筋A,Bを嵌め込め
ばよい。
In order to connect the two rebars A and B to be connected using this, the connecting bar B is connected to the anchor bar A whose one end is embedded in the concrete C as shown in FIG. To do this, the upper elongated hole 5 is fitted into the anchor bar A from above, and the connecting bar B is attached to the anchor bar A and inserted into the elongated bar 5. B, and hitting the outside thereof with a driving tool such as a hammer to fit the two streaks A and B into the lower elongated hole 6.

【0012】このようにすると、図4に見られるよう
に、金具本体1は、これら両筋A,Bに対して、中間折
曲部2から上半部3が急傾斜、下半部4が緩傾斜の状態
となって、上下の長穴5,6で両筋A,Bを密着保持さ
せる。このようにした状態で、接続筋Bに引き抜き方向
の力、即ち、上方への引っ張り力がかかると、上部の急
傾斜の長穴5に接続筋Bが引っ掛かって、この上半部3
がより一層急傾斜になろうとして両筋A,Bどうしをよ
り一層緊密に結合させようとする力に変化し、接続筋B
の上方への移行を阻止する。したがって、この回りに積
み上げられたコンクリートブロツクの倒壊を確実に阻止
することができる。この場合、該実施例のもののよう
に、上部長穴5の上下に小突起7,7を形成しておくこ
とによって、両筋A,Bへの食い込みをより一層確実な
ものとすることができる。また、下部長穴6の上下辺か
ら引っ掛かり防止用突出片9,9を突出形成しておくこ
とによって、上半部3の上方への移行作用時に下半部4
が上方に向かって同時移行することを確実に防止するこ
とができる。
In this manner, as shown in FIG. 4, the metal fitting body 1 has a steeply inclined upper half 3 and a lower half 4 from the middle bent portion 2 with respect to the two streaks A and B. It becomes a state of gentle inclination, and both muscles A and B are held in close contact with the upper and lower slots 5 and 6. In this state, when a force in the pull-out direction, that is, an upward pulling force is applied to the connecting streaks B, the connecting streaks B are caught by the elongated hole 5 at the upper steep slope, and the upper half 3
Is changed to a force that tries to make the two muscles A and B more tightly coupled with each other so as to become steeper, and the connecting muscle B
Block the upward movement of Therefore, it is possible to reliably prevent the concrete blocks piled up around this from falling down. In this case, the small projections 7, 7 are formed above and below the upper elongated hole 5, as in the embodiment, whereby the penetration into both muscles A, B can be further ensured. . In addition, the projections 9 for preventing catching from the upper and lower sides of the lower elongated hole 6 are formed so as to protrude, so that the upper half 3 can be moved upward when the upper half 3 is moved upward.
Can be reliably prevented from moving upward simultaneously.

【0013】次に、図5に示した5分丸(直径約13m
m)鉄筋用の金具本体1の数値例について説明する。素
材=ステンレス鋼板、板厚=3.0mm、長さ=150m
m、横幅=26mm、上端から折曲げ基点(中間点)迄の
距離=81mm、上部長穴5の長さ=30mm、幅=14m
m、中間点から上部長穴5の下辺までの距離D=42m
m、下部長穴6の長さ=28mm、幅=13.5mm、下部
長穴6に連設の切り込み部8の長さ=27mm、中間点か
ら下部長穴6の上辺までの距離d=30mm、くの字状の
側面視内角=80°として実施した。また、この実施例
の上部長穴5は、前記第1実施例において示した小突起
7,7のない長穴であって、該長穴5の上下両端部分の
幅を補強筋A,Bの直径よりも狭い幅に形成してあり、
この狭い両側面によって補強筋A,Bを斜め側方から挟
持するようにしてある。勿論これらの両側面と長穴の底
辺との3点で補強筋A,Bを保持するようにしてもよ
い。なお、この実施例では、前記第1実施例において示
した下部長穴6の上下辺からそれぞれ反対方向に折曲突
出させた引っ掛かり防止用の突出片9,9を設けない構
造のものとして示してある。
Next, a 5-minute circle (about 13 m in diameter) shown in FIG.
m) A numerical example of the metal body 1 for a reinforcing bar will be described. Material = Stainless steel plate, thickness = 3.0mm, length = 150m
m, width = 26 mm, distance from upper end to bending origin (middle point) = 81 mm, length of upper slot 5 = 30 mm, width = 14 m
m, distance D from the middle point to the lower side of the upper slot 5 D = 42 m
m, length of lower slot 6 = 28 mm, width = 13.5 mm, length of cut 8 connected to lower slot 6 = 27 mm, distance d from midpoint to upper side of lower slot 6 = 30 mm , And the inside angle in a side view of a U-shape was set to 80 °. The upper slot 5 of this embodiment is a slot without the small projections 7, 7 shown in the first embodiment, and the width of both upper and lower ends of the slot 5 is set to the width of the reinforcing bars A, B. It is formed to a width smaller than the diameter,
The reinforcing bars A and B are sandwiched from diagonally lateral sides by the narrow side surfaces. Of course, the reinforcing bars A and B may be held at these three points on both sides and the bottom of the elongated hole. Note that, in this embodiment, a structure is shown in which there are no protrusions 9 for preventing catching, which are bent and protruded in opposite directions from the upper and lower sides of the lower elongated hole 6 shown in the first embodiment. is there.

【0014】図6に示した実施例は、金具本体1の長手
方向に沿って折曲部2を除き、上半部3と下半部4との
側縁部分3a,4aを内側に向けて折り曲げ形成したも
のである。このようにすることによって、上半部3と下
半部4との強度を向上させ、薄い素材でも使用できるよ
うにすることができる。折り曲げ側縁部分3a,4aの
折り曲げ方向は内側に限らず外側に向けて折り曲げても
補強効果は同じである。
In the embodiment shown in FIG. 6, the side edges 3a, 4a of the upper half 3 and the lower half 4 are directed inward except for the bent portion 2 along the longitudinal direction of the metal fitting body 1. It is formed by bending. By doing so, the strength of the upper half 3 and the lower half 4 can be improved, and even thin materials can be used. The bending direction of the bent side edge portions 3a and 4a is not limited to the inside, and the same reinforcing effect can be obtained even when bent toward the outside.

【0015】以上本発明の代表的と思われる実施例につ
いて説明したが、本発明は必ずしもこれらの実施例構造
のみに限定されるものではなく、例えば、上下長穴A,
Bの側辺を折り返して素材の補強をしたり、折曲部2の
両側を切り込んで細幅としスプリング効果が出易いよう
にする等適宜の変更を加え得るものであって、本発明に
いう前記の構成要件を備え、かつ、本発明にいう目的を
達成し、以下にいう効果を有する範囲内において適宜改
変して実施することができるものである。
Although the embodiments which are considered to be representative of the present invention have been described above, the present invention is not necessarily limited to the structures of these embodiments.
It is possible to add appropriate changes such as turning back the side of B to reinforce the material, or cutting both sides of the bent portion 2 to make the width narrower so that a spring effect can be easily obtained. The present invention has the above-mentioned components, achieves the object of the present invention, and can be appropriately modified and implemented within a range having the following effects.

【0016】[0016]

【発明の効果】以上の説明から既に明らかなように、本
発明は、鋼板製の細長い素材を用いて、その長さ方向の
略中間部分を基点として側面視形状がくの字形になるよ
うに折曲げ、その上半部と下半部とにそれぞれ上下方向
に長い長穴を形成し、上部の長穴と下部の長穴の長さを
補強筋断面の2本分以上の長さをもつように形成し、下
部長穴は一側に切り込み部8を形成してあるものとし、
かつ、該上部長穴の形成位置を下部長穴形成位置と折曲
部との間の距離よりも折曲部からの距離が離れている位
置に形成してある構造としたものであるから、これら上
部の長穴内にアンカー筋とアンカー筋に接続する補強筋
とを添わせて挿入し、下部の切り込み部を叩いて下部長
穴に両筋を入れることによって、上半部が急傾斜状に、
下半部が緩傾斜状になって、上下の長穴で両筋を確実に
容易に密着連結させることができる効果がある。
As is clear from the above description, the present invention uses an elongated material made of a steel sheet and folds it so that the shape in a side view becomes a V-shape from a substantially middle portion in the longitudinal direction. Bending, forming long holes vertically in the upper half and lower half, respectively, so that the length of the upper hole and the lower hole is longer than the length of the reinforcing bar cross section by two or more. And the lower slot has a cut 8 formed on one side,
In addition, since the formation position of the upper slot is formed at a position where the distance from the bent portion is farther than the distance between the lower slot formation position and the bent portion, The upper half is steeply inclined by inserting an anchor bar and a reinforcing bar connected to the anchor bar into these upper slots, and hitting the lower cut to insert both bars into the lower slot. ,
The lower half is gently inclined, so that there is an effect that the two streaks can be easily and securely brought into close contact with the upper and lower slots.

【0017】このように一旦連結状態とすると、接続筋
に引き抜き方向の力、即ち、上方への引っ張り力がかか
ると、急傾斜の上部長穴に接続筋が引っ掛かって、上半
部がより一層急傾斜になろうとして両筋どうしをより一
層緊密に結合させる力に変化し、接続筋の上方への移行
を確実に阻止する。したがって、この回りに積み上げら
れたコンクリートブロツクの倒壊を確実に阻止すること
ができるという顕著な効果を期待することが出来るに至
ったのである。しかも、細い針金の場合のように経年劣
化し腐食して緊締力を失うという危険性もない。
Once the connection state is established, when a force in the pull-out direction, that is, an upward pulling force is applied to the connection streak, the connection streak is hooked on the steeply inclined upper elongated hole, and the upper half portion is further further reduced. It changes to a force that connects the two muscles more tightly in an attempt to steeply slope, and reliably prevents the upward movement of the connecting muscle. Therefore, it is possible to expect a remarkable effect that the concrete blocks piled up around this can be surely prevented from collapsing. In addition, there is no danger of deterioration due to aging, corrosion and loss of tightening force as in the case of fine wires.

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

【図1】本発明の第1実施例を示した全体斜視図。FIG. 1 is an overall perspective view showing a first embodiment of the present invention.

【図2】同全体形状を示す展開平面図。FIG. 2 is a developed plan view showing the overall shape.

【図3】図2の中央縦断面図。FIG. 3 is a central vertical sectional view of FIG. 2;

【図4】使用状態を示す側面図。FIG. 4 is a side view showing a use state.

【図5】第2実施例を示す展開平面図。FIG. 5 is a developed plan view showing a second embodiment.

【図6】第3実施例を示す全体斜視図。FIG. 6 is an overall perspective view showing a third embodiment.

【符号の説明】[Explanation of symbols]

1 金具本体 2 中間折曲部 3 上半部 4 下半部 5 上部長穴 6 下部長穴 7 小突起 8 切り込み部 DESCRIPTION OF SYMBOLS 1 Bracket main body 2 Middle bent part 3 Upper half part 4 Lower half part 5 Upper long hole 6 Lower long hole 7 Small protrusion 8 Notch

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリートブロツクの積層時に内部に
埋め込む補強筋を連結するための金具であって、鋼板製
の細長い金具本体1が、その長さ方向の略中間部分を基
点として側面視くの字形に折曲げ形成され、その上半部
3と下半部4とにそれぞれ上下方向に長い長穴5,6が
形成され、下部長穴6は補強筋断面の2本分以上の長さ
に形成され、下部長穴6は一側に切り込み部8を有する
形状とされ、かつ、該上部長穴5の形成位置が、折曲部
2から下部長穴6までの距離dよりも折曲部2からの距
離Dが離れた位置に形成されているコンクリートブロツ
ク補強筋用連結金具。
1. A metal fitting for connecting reinforcing bars embedded inside a concrete block when laminating a concrete block, wherein an elongated metal fitting body 1 made of a steel plate is shaped like a side view from a substantially middle portion in its length direction as a base point. The upper half 3 and the lower half 4 are formed with vertically long slots 5 and 6, respectively, and the lower slot 6 is formed to have a length of at least two reinforcement cross sections. The lower slot 6 has a cut 8 on one side, and the position of the upper slot 5 is smaller than the distance d from the bent section 2 to the lower slot 6. A connection metal fitting for a concrete block reinforcing bar formed at a position at a distance D from the outside.
JP26172994A 1994-09-29 1994-09-29 Connection metal fittings for concrete block reinforcement Expired - Lifetime JP2732360B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26172994A JP2732360B2 (en) 1994-09-29 1994-09-29 Connection metal fittings for concrete block reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26172994A JP2732360B2 (en) 1994-09-29 1994-09-29 Connection metal fittings for concrete block reinforcement

Publications (2)

Publication Number Publication Date
JPH08100486A JPH08100486A (en) 1996-04-16
JP2732360B2 true JP2732360B2 (en) 1998-03-30

Family

ID=17365905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26172994A Expired - Lifetime JP2732360B2 (en) 1994-09-29 1994-09-29 Connection metal fittings for concrete block reinforcement

Country Status (1)

Country Link
JP (1) JP2732360B2 (en)

Also Published As

Publication number Publication date
JPH08100486A (en) 1996-04-16

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