JP2000045203A - Connecting member for concrete block - Google Patents

Connecting member for concrete block

Info

Publication number
JP2000045203A
JP2000045203A JP10218101A JP21810198A JP2000045203A JP 2000045203 A JP2000045203 A JP 2000045203A JP 10218101 A JP10218101 A JP 10218101A JP 21810198 A JP21810198 A JP 21810198A JP 2000045203 A JP2000045203 A JP 2000045203A
Authority
JP
Japan
Prior art keywords
connecting member
wire
enlarged
partition wall
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.)
Pending
Application number
JP10218101A
Other languages
Japanese (ja)
Inventor
Satoru Ota
哲 太田
Masanori Serita
正典 芹田
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.)
Nippon Cable System Inc
Shinko Kozai Co Ltd
Original Assignee
Nippon Cable System Inc
Shinko Kozai 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 Nippon Cable System Inc, Shinko Kozai Co Ltd filed Critical Nippon Cable System Inc
Priority to JP10218101A priority Critical patent/JP2000045203A/en
Publication of JP2000045203A publication Critical patent/JP2000045203A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a connecting member for a concrete block hardly causing misregistration and hardly reducing the drawing strength in manufacturing the connection block. SOLUTION: This connecting member A connects single-element concrete blocks at some intervals so as to be a connection block for laying. The connecting member A employs wire pieces 1 cut from a wire formed by stranding a lot of metal wires as a material, the diameters of the both ends are enlarged so as to form swelling parts 2, 2 for pull-out prevention, and the diameter of the intermediate part in the length direction of the wire is enlarged so that a pair of lock swelling parts engaged with the both faces of a partition wall used in manufacturing the connection block are formed.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明はコンクリートブロッ
クの連接部材に関する。さらに詳しくは、隣り合う単体
ブロック同士を隙間をあけて連接することにより、舗道
や河川の護岸、造成地の法面などに布設する連接合ブロ
ックとするための連接部材に関する。
The present invention relates to a connecting member for a concrete block. More specifically, the present invention relates to a connecting member for connecting adjacent single blocks with a gap therebetween so as to form a continuous joining block laid on a pavement, a revetment of a river, a slope of a lands, and the like.

【0002】[0002]

【従来の技術】特許第2568159号公報には、図7
で示すように、複数個のコンクリート製の単体ブロック
101を互いに隙間102を開けて配列し、その隙間を
横断するようにして配置した連接部材103で隣接する
ブロック101同士を連結した布設用連接合ブロック1
04が開示されている。ここで用いられている連接部材
103は、図8に示すように、両端に抜け防止部105
を形成するべく、円柱状の棒材の両端からいくらか内側
に溝106を形成したものである。このような連接部材
103は通常ポリ塩化ビニルなどの合成樹脂により製造
されるので、それ自体ある程度可撓性を有するが、さら
に抜け防止部105にスポンジ107を被覆して単体の
ブロック101に対して首振り可能に連結することもあ
る。連接部材103は合成樹脂のほか、ゴム、アルミニ
ウムなどの金属でも製造することができる。さらに壁面
タイル用として、金属線を撚り合わせたワイヤの両端に
抜け止め部を設けたものも提案されている(特開平9−
302887号参照)。
2. Description of the Related Art FIG.
As shown by a symbol, a plurality of concrete unit blocks 101 are arranged with a gap 102 therebetween, and adjacent blocks 101 are connected to each other by a connecting member 103 arranged so as to cross the gap. Block 1
04 is disclosed. As shown in FIG. 8, the connecting member 103 used here is provided at both ends thereof with a slip-off preventing portion 105.
The groove 106 is formed somewhat inward from both ends of the columnar rod material to form a groove. Since such a connecting member 103 is usually made of a synthetic resin such as polyvinyl chloride, the connecting member 103 has a certain degree of flexibility itself. In some cases, they can be swingably connected. The connecting member 103 can be made of metal such as rubber or aluminum, in addition to synthetic resin. Further, for wall tiles, there have been proposed ones provided with retaining portions at both ends of a wire formed by twisting metal wires (Japanese Unexamined Patent Application Publication No. Hei 9-1997).
No. 302887).

【0003】上記の連接合ブロック104の製造方法
は、たとえば上記特許公報のほか、特開平8−1627
号公報に詳細に開示されている。その方法によれば、前
記隙間102が形成されるべき部位を区画壁108で仕
切った凹部109内にコンクリート材料を流し込み、振
動を与えながら硬化させ、さらに養生して完成させる。
そのとき区画壁108に形成した略半円形の溝110に
連接部材103の中央部を乗せておき、連接部材103
の抜け防止部105が両側のブロック101に埋め込ま
れるようにする。
A method of manufacturing the above-described continuous joining block 104 is described in, for example, Japanese Patent Application Laid-Open No. H8-1627 in addition to the above-mentioned patent publication.
This is disclosed in detail in Japanese Patent Publication No. According to the method, a concrete material is poured into a concave portion 109 in which a portion where the gap 102 is to be formed is partitioned by a partition wall 108, and is hardened while applying vibration, and is further cured and completed.
At this time, the center of the connecting member 103 is placed on a substantially semicircular groove 110 formed in the partition wall 108, and the connecting member 103
Are prevented from being embedded in the blocks 101 on both sides.

【0004】[0004]

【発明が解決しようとする課題】前記従来の連接合ブロ
ック104の製造法において区画壁108に連接部材1
03の中央部を乗せてコンクリート材料を流し込むと
き、およびその後、振動を与えるとき、連接部材103
が軸方向にずれることがある。その場合、連接部材のブ
ロックからの抜け強度の低下につながる。そのため指で
その位置を矯正しながら作業を進める必要があるので、
工数が増加し、コストアップになる。本発明は連接合ブ
ロックの製造時に位置ずれが生じにくく、抜け強度が低
下しにくいコンクリート製のブロックの連接部材を提供
することを技術課題としている。
SUMMARY OF THE INVENTION In the above-described conventional method of manufacturing the continuous joining block 104, the connecting member 1 is attached to the partition wall 108.
When the concrete material is poured with the central part of the joint member 03 in place, and when vibration is applied thereafter, the connecting member 103
May be shifted in the axial direction. In this case, the strength of the connection member coming off the block is reduced. Therefore, it is necessary to proceed with the work while correcting the position with your finger,
The man-hours increase and the cost increases. An object of the present invention is to provide a connecting member for a concrete block that is less likely to be displaced during the production of a continuous joining block and that is less likely to decrease in pull-out strength.

【0005】[0005]

【課題を解決するための手段】本発明の連接部材は、両
端に抜け防止用の膨大部を備えた棒状の形態を備え、隣
り合う単体ブロック同士を隙間をあけて連接することに
より布設用連接合ブロックとするための連接部材であっ
て、長さ方向における中間部に、連接合ブロックの製造
時に使用する区画壁の両面と係合する一対の係止部を設
けた、ことを特徴としている。
The connecting member according to the present invention has a rod-like form provided with a bulging portion at each end for preventing slip-off, and connects adjacent single blocks with a gap therebetween so as to be connected for installation. A connecting member for forming a joining block, wherein a pair of engaging portions that engage with both surfaces of a partition wall used at the time of manufacturing the joining block are provided at an intermediate portion in the length direction. .

【0006】このような連接部材においては、多数本の
金属線を撚り合わせたワイヤの切断片を素材とし、その
両端を拡径加工して前記抜け防止用の膨大部を形成した
ものが好ましい。さらに前記係止部を、ワイヤを拡径加
工することにより構成したものが好ましい。
In such a connecting member, it is preferable to use a cut piece of a wire in which a large number of metal wires are twisted as a material, and expand both ends of the cut piece to form the enlarged portion for preventing the detachment. Further, it is preferable that the locking portion is formed by expanding the diameter of a wire.

【0007】[0007]

【作用および発明の効果】本発明の連接部材は、係止部
の間の部分を区画壁の溝に嵌合させるようにして区画壁
に乗せる。この状態では、かりに軸方向にずれても、そ
の側の係止部が区画壁の側面と係合し、それ以上はずれ
ない。そして係止部が一対であるので、いずれの側にも
ずれない。そのため、コンクリート材料に振動を与える
場合でも、軸方向にずれず、抜け強度が低下しない。
The connecting member of the present invention is mounted on the partition wall such that the portion between the locking portions is fitted into the groove of the partition wall. In this state, even if the scale is displaced in the axial direction, the locking portion on that side engages with the side surface of the partition wall and does not come off any more. And since there are a pair of locking portions, they do not shift to either side. Therefore, even when vibration is applied to the concrete material, the concrete material does not shift in the axial direction, and the pull-out strength does not decrease.

【0008】請求項2の連接部材は、ワイヤを素材とし
ているので、可撓性および引っ張り強度が高く、しかも
製造が容易である。さらに両端の膨大部で素線がいくら
かほぐれる場合は、コンクリートに対する結合強度が高
くなる。請求項3の連接部材は、係止部を抜け止め用の
膨大部と一緒に加工することができ、そのため安価に製
造しうる。またそれらの係止部においても、素線がいく
らかほぐれる場合は、コンクリートに対する結合強度が
高くなる。
Since the connecting member of the second aspect is made of a wire, it has high flexibility and tensile strength, and is easy to manufacture. In addition, if the strands are loosened at the enlarged portions at both ends, the bonding strength to concrete increases. In the connecting member according to the third aspect, the locking portion can be processed together with the enlarged portion for retaining, so that it can be manufactured at low cost. In addition, in the case where the wires are loosened at these locking portions, the bonding strength to concrete increases.

【0009】[0009]

【発明の実施の形態】つぎに図面を参照しながら本発明
の連接部材の実施形態を説明する。図1は本発明の連接
部材の一実施形態を示す斜視図、図2aおよび図2bは
それぞれ図1のIIa−IIa線断面図およびIIb−IIb線
断面図、図3はその連接部材の製造法を示す工程図、図
4はその連接部材の使用法を示す斜視図、図5aは本発
明の連接部材の他の実施形態を示す側面図、図5bは図
5aのV-V 線断面図、図6aおよび図6bはそれぞれ本
発明の連接部材のさらに他の実施形態を示す側面図であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the connecting member of the present invention will be described with reference to the drawings. 1 is a perspective view showing one embodiment of the connecting member of the present invention, FIGS. 2a and 2b are cross-sectional views taken along the line IIa-IIa and IIb-IIb of FIG. 1, and FIG. 4 is a perspective view showing the use of the connecting member, FIG. 5a is a side view showing another embodiment of the connecting member of the present invention, FIG. 5b is a sectional view taken along the line VV of FIG. 5a, and FIG. 6 and 6b are side views showing still another embodiment of the connecting member of the present invention.

【0010】図1に示す連接部材Aは、金属撚り線から
なるワイヤ片1の両端部に抜け止め用の膨大部2、2を
形成し、中央部に一対の係止用の膨大部3、3を形成し
たものである。ワイヤ片1は、たとえば外径0.135
〜0.55mmの素線4を7本撚り合わせて形成したスト
ランド5を、さらに7本撚り合わせた金属撚り線を使用
しうる。なお図1の本実施形態では、7本の素線をZ撚
りしてストランド5を形成し、図2aに示すように、そ
のストランド5をさらに7本S撚りにしてワイヤを形成
し、そのワイヤを所定の長さに切断してワイヤ片1を形
成している。しかし撚りの方向や、素線・ストランドの
外径および本数は、上記のものに限定されるものではな
い。
The connecting member A shown in FIG. 1 has a wire piece 1 made of a metal stranded wire, formed with enlarged portions 2 and 2 at both ends of the wire piece 1, and a pair of enlarged portions 3 for locking at a center portion. 3 is formed. The wire piece 1 has, for example, an outer diameter of 0.135.
A strand 5 formed by twisting seven strands 4 of about 0.55 mm and further formed by twisting seven strands may be used. In the embodiment shown in FIG. 1, seven strands are Z-stranded to form a strand 5, and as shown in FIG. 2a, the strand 5 is further twisted to S for seven strands to form a wire. Is cut into a predetermined length to form a wire piece 1. However, the direction of twist, the outer diameter and the number of strands and strands are not limited to those described above.

【0011】この連接部材Aは、たとえば図3aに示す
工程で製造される。図3aの工程Iでは、まず連続して
いるワイヤ6を完成品寸法(たとえば90〜160mm)
に対応する適当な長さに切断して、所定の長さのワイヤ
片1を形成する。ついでそのワイヤ片1を金型(7、
8)内に挟み込む(工程II)。金型(7、8)は、上型
7と下型8に分かれており、膨大部2、3を形成すべき
位置に空所9、10を設け、他の部分ではワイヤ片が拡
がらないようにワイヤ片の径と同じ径の円筒状の空洞を
設けている。
The connecting member A is manufactured, for example, by a process shown in FIG. 3A. In step I of FIG. 3a, first, the continuous wire 6 is cut into the finished product dimensions (for example, 90 to 160 mm).
To form a wire piece 1 having a predetermined length. Then, the wire piece 1 is placed in a mold (7,
8) (Step II). The molds (7, 8) are divided into an upper mold 7 and a lower mold 8, and vacancies 9, 10 are provided at positions where the enlarged parts 2, 3 are to be formed, and the wire pieces do not spread in other parts. Thus, a cylindrical cavity having the same diameter as the diameter of the wire piece is provided.

【0012】ワイヤ片1を下型8に収容して上型7を下
型に押しつけると、空所9、10の部分以外では、ほぼ
周囲が金型に挟まれて拘束される。ただしワイヤ片1の
軸方向にスライドを許す程度の拘束であってもよい。つ
いでワイヤ片1の両端を軸方向に押し込み、空所9、1
0の部分に座屈を生じさせる(工程IIの矢印P)。そう
すると、各ストランド5が半径方向外側に拡がり、膨大
部2、3が形成される(工程III )。その膨大部2、3
の内部では図2bのようにいくらか中空になっており、
ストランド5や素線4の並び方が乱れて隙間があいてい
る。とくに抜け防止用の膨大部2は、ワイヤ片1の端部
にあるので、ストランドや素線の端部が螺旋状に拡がっ
ている(図1参照)。
When the wire piece 1 is accommodated in the lower die 8 and the upper die 7 is pressed against the lower die, the periphery except for the cavities 9 and 10 is substantially sandwiched between the die and restrained. However, the restriction may be such that the wire piece 1 can slide in the axial direction. Then, push both ends of the wire piece 1 in the axial direction, and
Buckling occurs at the portion of 0 (arrow P in step II). Then, each strand 5 expands radially outward, and the enlarged portions 2 and 3 are formed (step III). The huge part 2, 3
Inside is somewhat hollow, as in FIG. 2b,
The arrangement of the strands 5 and the strands 4 is disturbed and there is a gap. In particular, since the enlarged portion 2 for preventing slipping is at the end of the wire piece 1, the end of the strand or the wire is spirally spread (see FIG. 1).

【0013】上記のように製造される連接部材Aは、図
4に示すように、連接合ブロック製造用の型枠11の区
画壁12に乗せる。そのとき、連接部材Aの中間部の一
対の係止用の膨大部3、3の間の部分13(図3の工程
III 参照)を区画壁12に形成されている半円状の溝1
4に嵌め込む。ついで型枠11の凹部15にコンクリー
ト材料を流し込む。そのとき、コンクリート材料の骨材
などが偏在しないように、バイブレータなどで型枠に振
動を与えながらコンクリート材料を流し込む。
The connecting member A manufactured as described above is mounted on a partition wall 12 of a formwork 11 for manufacturing a continuous joining block, as shown in FIG. At this time, the portion 13 between the pair of locking enlarged portions 3 at the intermediate portion of the connecting member A (step 13 in FIG.
III), the semicircular groove 1 formed in the partition wall 12.
Fit into 4. Next, the concrete material is poured into the concave portion 15 of the formwork 11. At this time, the concrete material is poured while giving vibration to the form by a vibrator or the like so that the aggregate of the concrete material is not unevenly distributed.

【0014】しかし係止用の膨大部3、3の内側の面3
aが区画壁12の両面を挟む形になっているので(図3
の工程III 参照)、型枠11が振動しても、連接部材A
は軸方向にずれることがない。あるいはいくらかずれて
も、係止用の膨大部3、3と当接した位置でとまり、そ
れ以上ずれることはない。このように抜け止め用の膨大
部2、2は、凹部15と対応する形状に成形されるコン
クリートのブロック(単体ブロック)の端面から充分離
れており、そのため抜け止め作用が確実に奏される。し
たがって得られた連接合ブロックでは、単体ブロック同
士が長期にわたって連接部材Aでしっかりと連結され
る。また連接合ブロックの製造時に作業者が連接部材の
位置を矯正する手間が省け、工数が低減する。
However, the inner surface 3 of the locking bulge 3, 3
a has a shape sandwiching both sides of the partition wall 12 (FIG. 3).
3)), the connecting member A is
Does not shift in the axial direction. Or, even if it is slightly displaced, it stops at the position where it comes into contact with the locking bulging parts 3, 3 and does not displace further. As described above, the enlarged portions 2 and 2 for retaining are sufficiently separated from the end surface of the concrete block (single block) formed in a shape corresponding to the concave portion 15, so that the retaining operation is reliably performed. Therefore, in the obtained continuous joining block, the single blocks are firmly connected by the connecting member A for a long time. In addition, the labor for correcting the position of the connecting member when manufacturing the continuous joining block is omitted, and the number of steps is reduced.

【0015】さらに図1などに示すように、膨大部2、
3の部分ではストランド5や素線4がほぐれているの
で、コンクリート材料がそれらの間に入り込み、一層コ
ンクリートのブロックと連接部材Aの結合強度が高くな
る利点もある。
Further, as shown in FIG.
Since the strand 5 and the strand 4 are loosened in the portion 3, the concrete material enters between them, and there is also an advantage that the bonding strength between the concrete block and the connecting member A is further increased.

【0016】図5a、図5bに示す連接部材Bはワイヤ
片1の両端にC形リング16、16をカシメ付けて固定
し、それらにより抜け止め用の膨大部を構成している。
さらに中間部に区画壁の厚さに対応する間隔tをあけて
一対のC形リング17、17をカシメ付けて固定し、そ
れらの内側の端面17aにより係止用の膨大部を構成し
ている。C形リング16、17は図5bに示すように、
隙間18を残してC字状に形成した鋼などの金属製のリ
ングであり、ワイヤ片1にカシメ付けると、その隙間1
8が少なくなると共に、内径が縮小し、ワイヤ片1の表
面をわずかに凹ませながら固着される。C形リング1
6、17は金属板を打ち抜くか、鋼線をC形に曲げるな
どにより製造しうる。場合により、市販のEリングやC
リング、Cリンガーなどを使用することもできる。
The connecting member B shown in FIGS. 5A and 5B is formed by caulking and fixing C-shaped rings 16 and 16 to both ends of the wire piece 1, thereby forming an enlarged portion for retaining.
Further, a pair of C-shaped rings 17, 17 are fixed by caulking at an intermediate portion at an interval t corresponding to the thickness of the partition wall, and an inner end face 17a forms an enlarged portion for locking. . The C-shaped rings 16, 17 are as shown in FIG.
It is a metal ring such as steel formed in a C-shape with a gap 18 left.
8 is reduced, the inner diameter is reduced, and the wire piece 1 is fixed while slightly depressing the surface thereof. C-shaped ring 1
6 and 17 can be manufactured by stamping a metal plate or bending a steel wire into a C shape. In some cases, a commercially available E-ring or C
Rings, C-ringers, etc. can also be used.

【0017】この連接部材Bにおいても、前述の座屈に
より膨大部を形成した連接部材Aと同様の、連接合ブロ
ックの製造時に区画壁上でずれない、という作用効果を
奏する。また部品点数は前述の連接部材Aよりも多くな
るが、任意の形状の膨大部を形成することができ、抜け
止め効果やずれ防止効果を高くしうる利点がある。
The connecting member B also has the same effect as the connecting member A in which the bulging portion is formed due to the buckling described above, that the connecting member B does not shift on the partition wall during the manufacturing of the connecting block. Although the number of parts is larger than that of the connecting member A described above, an enormous portion having an arbitrary shape can be formed, and there is an advantage that the effect of preventing the slipping out and the effect of preventing displacement can be enhanced.

【0018】図6aの連接部材Cは、両端に抜け止め部
19を残すように端部近辺に溝20を設けた従来の合成
樹脂製の連接部材(図8参照)の中間部に、区画壁と対
応する幅の溝ないし環状凹部21を設けたものである。
このものは環状凹部21の内側の段部21aが区画壁の
側面と係合する係止部となる。
The connecting member C shown in FIG. 6A has a partition wall at the middle of a conventional synthetic resin connecting member (see FIG. 8) having a groove 20 near the end so as to leave the retaining portion 19 at both ends. And a groove or an annular concave portion 21 having a width corresponding to the above.
This is a locking portion in which the step portion 21a inside the annular concave portion 21 is engaged with the side surface of the partition wall.

【0019】図6bの連接部材Dは、鋼、アルミニウム
などの金属の棒材を所定の長さに切断し、ヘッダーなど
の鍛造加工により両端の抜け止め用の膨大部23、23
および中間部の係止用の膨大部24、24を形成したも
のである。それらの膨大部は、金属の丸棒片に対し、図
3と同様の加工方法で製造しうる。また、連接部材Dの
半分と同形状の空洞を備えた金型の間に挟圧することに
よっても製造することができる。その場合は、膨大部同
士の間の部分25は、もとの棒材片の直径よりもいくら
か細くなる。
The connecting member D shown in FIG. 6B is formed by cutting a metal bar such as steel or aluminum into a predetermined length, and forging a header or the like to form the enlarged portions 23, 23 for preventing the ends from coming off.
And an enlarged portion 24, 24 for locking the intermediate portion. These enlarged parts can be manufactured by the same processing method as in FIG. 3 for a metal round bar piece. Further, it can also be manufactured by clamping between a half of the connecting member D and a mold having a cavity of the same shape. In that case, the portion 25 between the bulges is somewhat smaller than the diameter of the original bar piece.

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

【図1】 本発明の連接部材の一実施形態を示す斜視図
である。
FIG. 1 is a perspective view showing an embodiment of a connecting member of the present invention.

【図2】 図2aおよび図2bはそれぞれ図1のIIa−
IIa線断面図およびIIb−IIb線断面図である。
FIGS. 2a and 2b respectively show IIa-
FIG. 2 is a cross-sectional view taken along line IIa and IIb-IIb.

【図3】 その連接部材の製造法を示す工程図である。FIG. 3 is a process chart showing a method for manufacturing the connecting member.

【図4】 その連接部材の使用法を示す斜視図である。FIG. 4 is a perspective view showing how to use the connecting member.

【図5】 図5aは本発明の連接部材の他の実施形態を
示す側面図、図5bは図5aのV-V 線断面図である。
5A is a side view showing another embodiment of the connecting member of the present invention, and FIG. 5B is a sectional view taken along line VV of FIG. 5A.

【図6】 図6aおよび図6bはそれぞれ本発明の連接
部材のさらに他の実施形態を示す側面図である。
FIGS. 6a and 6b are side views each showing still another embodiment of the connecting member of the present invention.

【図7】 本発明の連接部材が使用される連接合ブロッ
クの一例を示す斜視図である。
FIG. 7 is a perspective view showing an example of a continuous joining block in which the connecting member of the present invention is used.

【図8】 従来の連接部材およびそれを用いた連接合ブ
ロックの製造法の一例を示す斜視図である。
FIG. 8 is a perspective view showing an example of a conventional connecting member and a method of manufacturing a connecting block using the connecting member.

【符号の説明】[Explanation of symbols]

A 連接部材 1 ワイヤ片 2 膨大部(抜け止め用) 3 膨大部(係止用) 3a 内側の面 4 素線 5 ストランド 6 ワイヤ 11 型枠 12 区画壁 14 溝 15 凹部 B 連接部材 16 C形リング(抜け止め用) 17 C形リング(係止用) 17a 端面 C 連接部材 19 抜け止め部 20 溝 21 環状凹部 21a 段部 D 連接部材 23 膨大部(抜け止め用) 24 膨大部(係止用) Reference Signs List A Connecting member 1 Wire piece 2 Enlarged portion (for retaining) 3 Enlarged portion (for locking) 3a Inner surface 4 Element wire 5 Strand 6 Wire 11 Formwork 12 Partition wall 14 Groove 15 Depression B Connecting member 16 C-shaped ring (For retaining) 17 C-shaped ring (for locking) 17a End face C Connecting member 19 Retaining portion 20 Groove 21 Annular concave portion 21a Step D Connecting member 23 Enlarged portion (for retaining) 24 Enlarged portion (for locking)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 芹田 正典 宮城県仙台市宮城野区出花1丁目15番地の 3 新興工材株式会社内 Fターム(参考) 2D051 AF11 DA01 DB15  ────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Masanori Serita 1-15-15 Idana, Miyagino-ku, Sendai-shi, Miyagi F-term in Shinko Kozai Co., Ltd. 2D051 AF11 DA01 DB15

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 両端に抜け防止用の膨大部を備えた棒状
の形態を備え、隣り合う単体ブロック同士を隙間をあけ
て連接することにより布設用連接合ブロックとするため
の連接部材であって、長さ方向における中間部に、連接
合ブロックの製造時に使用する区画壁の両面と係合する
一対の係止部を設けた、コンクリート製のブロックの連
接部材。
1. A connecting member having a rod-like form having enlarged portions at both ends for preventing slip-off, and connecting adjacent single blocks with a gap therebetween to form a continuous joining block for installation. A concrete block connecting member having a pair of engaging portions provided at an intermediate portion in a longitudinal direction thereof so as to engage with both surfaces of a partition wall used for manufacturing a continuous joining block.
【請求項2】 多数本の金属線を撚り合わせたワイヤの
切断片を素材とし、その両端を拡径加工して前記抜け防
止用の膨大部を形成した請求項1記載の連接部材。
2. The connecting member according to claim 1, wherein a cut piece of a wire in which a number of metal wires are twisted is used as a material, and both ends of the cut piece are expanded to form the enlarged portion for preventing the detachment.
【請求項3】 前記係止部を、ワイヤを拡径加工するこ
とにより構成した請求項2記載の連接部材。
3. The connecting member according to claim 2, wherein the locking portion is formed by expanding a diameter of a wire.
JP10218101A 1998-07-31 1998-07-31 Connecting member for concrete block Pending JP2000045203A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10218101A JP2000045203A (en) 1998-07-31 1998-07-31 Connecting member for concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10218101A JP2000045203A (en) 1998-07-31 1998-07-31 Connecting member for concrete block

Publications (1)

Publication Number Publication Date
JP2000045203A true JP2000045203A (en) 2000-02-15

Family

ID=16714658

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10218101A Pending JP2000045203A (en) 1998-07-31 1998-07-31 Connecting member for concrete block

Country Status (1)

Country Link
JP (1) JP2000045203A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100964567B1 (en) * 2009-10-21 2010-06-21 (주) 부성 리싸이클링 A rubber block with fixing apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100964567B1 (en) * 2009-10-21 2010-06-21 (주) 부성 리싸이클링 A rubber block with fixing apparatus

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