JP2811537B2 - Concrete block connection bracket - Google Patents

Concrete block connection bracket

Info

Publication number
JP2811537B2
JP2811537B2 JP6124197A JP12419794A JP2811537B2 JP 2811537 B2 JP2811537 B2 JP 2811537B2 JP 6124197 A JP6124197 A JP 6124197A JP 12419794 A JP12419794 A JP 12419794A JP 2811537 B2 JP2811537 B2 JP 2811537B2
Authority
JP
Japan
Prior art keywords
shaped
concrete block
engaging
gap
hole
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
JP6124197A
Other languages
Japanese (ja)
Other versions
JPH07305431A (en
Inventor
勝一郎 大倉
彰孝 松下
Original Assignee
勝一郎 大倉
彰孝 松下
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 勝一郎 大倉, 彰孝 松下 filed Critical 勝一郎 大倉
Priority to JP6124197A priority Critical patent/JP2811537B2/en
Publication of JPH07305431A publication Critical patent/JPH07305431A/en
Application granted granted Critical
Publication of JP2811537B2 publication Critical patent/JP2811537B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Retaining Walls (AREA)
  • Joining Of Building Structures In Genera (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、平板状あるいはL型に
形成されたコンクリートブロック同志、あるいは該コン
クリートブロックと基礎をなすコンクリートブロックと
を、生コンクリートまたはモルタルで接続する際に、両
者を事前に所定の間隔を保持して連結する連結金具に関
するものである。
BACKGROUND OF THE INVENTION The present invention relates to a method for connecting concrete blocks formed in a flat plate or L-shape, or a concrete block and a concrete block which forms a foundation, by using ready-mixed concrete or mortar. And a connection fitting for connecting the connection fittings at predetermined intervals.

【0002】[0002]

【従来の技術】従来は、図3に示すようになっていた。
図3において、1,2は所定の間隔をおいて配列された
コンクリートブロックであり、対向部に鉄筋材からなる
連結棒3,4を対向方向に突出させて埋設している。各
連結棒3,4は、先端をU形に湾曲させてフック部3
a,4aを形成し、このフック部3a,4aを互いに係
合させる。そして、相対するコンクリートブロック1,
2の間隙部(ア)の両側に型板5,6を当て、この間隙
部(ア)に生コンクリートあるいはモルタルを流し込ん
で両者を一体的に接続する。
2. Description of the Related Art Conventionally, the configuration is as shown in FIG.
In FIG. 3, reference numerals 1 and 2 denote concrete blocks arranged at predetermined intervals, and connecting bars 3 and 4 made of a reinforcing steel material are buried in the facing portions so as to protrude in the facing direction. Each of the connecting rods 3 and 4 has a hook portion
a and 4a are formed, and the hooks 3a and 4a are engaged with each other. And the opposing concrete block 1,
The mold plates 5 and 6 are applied to both sides of the gap (a), and ready-mixed concrete or mortar is poured into the gap (a) to integrally connect the two.

【0003】[0003]

【発明が解決しようとする課題】上記従来のものは、コ
ンクリートブロック1,2に連結棒3,4を一体的に固
定し、そのフック部3a,4a同志を係合させるように
していたので、相対するコンクリートブロック1,2の
間隙を調節することができないとともに、連結棒3,4
の埋設量あるいはフック部3a,4aの湾曲精度等が狂
い易く、上記コンクリートブロック1,2の間隙が不均
一になって高精度の配列が困難になる欠点があった。本
発明は上記欠点を解消した新規なコンクリートブロック
の連結金具を得ることを目的とする。
In the prior art described above, the connecting rods 3 and 4 are integrally fixed to the concrete blocks 1 and 2 and the hooks 3a and 4a thereof are engaged with each other. The gap between the opposing concrete blocks 1 and 2 cannot be adjusted, and the connecting rods 3 and 4 cannot be adjusted.
However, there is a problem that the burial amount or the bending accuracy of the hook portions 3a and 4a are easily deviated, and the gap between the concrete blocks 1 and 2 becomes uneven, so that high-precision arrangement becomes difficult. SUMMARY OF THE INVENTION An object of the present invention is to provide a novel connection fitting for a concrete block which has solved the above-mentioned disadvantages.

【0004】[0004]

【課題を解決するための手段】本発明は、上記目的を達
成するために、以下の如く構成したものである。即ちL
型に屈曲した一方の辺と他方の辺とを有するL型金具を
一対設け、前記一方の辺に、その先端部を小幅にした係
合突起と、該一方の辺の中心部に明けられてコンクリー
トブロックの対向部に埋設したネジ棒が遊嵌する通し孔
とを形成し、前記他方の辺の先端部に前記係合突起が係
合可能の係合孔を形成し、一方のL型金具の係合突起を
他方のL型金具の係合孔に係合させ、かつ一方のL型金
具の係合孔を他方のL型金具の係合突起に係合させて枠
状に組付けた際に、各L型金具の相対する他方の辺間の
間隙を前記ネジ棒に螺合するナットの空転を阻止する間
隙とする構成にしたものである。この場合、前記一方の
辺に設けた係合突起は、その先端部を外側に向けて傾斜
させるとよい。
Means for Solving the Problems The present invention has the following configuration to achieve the above object. That is, L
A pair of L-shaped brackets having one side and the other side bent into a mold are provided, and the one side has an engagement projection with a small end portion, and an opening at the center of the one side. A through hole through which a threaded bar embedded in the opposite portion of the concrete block is loosely fitted; and an engaging hole in which the engaging protrusion is engageable is formed at the tip of the other side. Are engaged with the engagement holes of the other L-shaped bracket, and the engagement holes of one L-shaped bracket are engaged with the engagement projections of the other L-shaped bracket to form a frame. In this case, the gap between the opposite sides of each L-shaped bracket is configured to be a gap for preventing idling of the nut screwed into the screw rod. In this case, it is preferable that the engagement protrusion provided on the one side is inclined such that its tip end is directed outward.

【0005】[0005]

【実施例】以下、本発明の実施例を図面に基いて説明す
る。図面において、図1は本発明の第1実施例を示す平
断面図、図2はL型金具の斜視図である。図1におい
て、10,11は所定の間隔をおいて配列されたコンク
リートブロックであり、対向部にネジ棒12,13を長
手方向に所定ピッチで配列して埋設するとともに、一部
を対向方向に突出させる。このネジ棒12,13は、右
ネジと左ネジとからなる金属製のボルトを使用し、その
頭部12a,13a側をコンクリートブロック10,1
1内に埋め込み、ネジ部12b,13b側を対向方向に
突出させてなる。
Embodiments of the present invention will be described below with reference to the drawings. 1 is a plan sectional view showing a first embodiment of the present invention, and FIG. 2 is a perspective view of an L-shaped bracket. In FIG. 1, reference numerals 10 and 11 denote concrete blocks arranged at predetermined intervals, and threaded rods 12 and 13 are arranged and buried in opposing portions at a predetermined pitch in the longitudinal direction, and a part of the blocks is arranged in the opposing direction. Protrude. The threaded rods 12 and 13 use metal bolts composed of right-handed screws and left-handed screws, and their heads 12a and 13a sides are concrete blocks 10 and 1 respectively.
1 and the screw portions 12b and 13b are protruded in opposite directions.

【0006】上記各ネジ棒12,13の先端部を枠状の
連結金具15の左右側辺に挿通し、各ネジ部12b,1
3bの先端にナット20,20を螺合し、該ナット2
0,20を上記左右側辺の内面に係止する。そして、上
記ナット20,20のねじ込み量を調節して相対するコ
ンクリートブロック10,11の間隙Sを調節する。
The leading ends of the threaded rods 12 and 13 are inserted into the left and right sides of the frame-shaped connection fitting 15 so that the threaded parts 12b and 1 are inserted.
3b are screwed with nuts 20, 20, and the nut 2
0, 20 are locked to the inner surfaces of the left and right sides. Then, the gap S between the opposing concrete blocks 10 and 11 is adjusted by adjusting the screwing amount of the nuts 20 and 20.

【0007】上記連結金具15は、一対のL型金具1
6,16を互いに係合させて形成する。該L型金具1
6,16は共に同形状からなり、そのうちの一方を代表
して図2により説明する。即ち、鋼板材を長方形状に寸
断した主体を不等辺のL型に屈曲し、短尺側の一方の辺
16aに係合突起17および通し孔18を形成し、長尺
側の他方の辺16bに係合孔19を形成する。
[0007] The connecting fitting 15 is a pair of L-shaped fittings 1.
6 and 16 are formed by engaging each other. The L-shaped bracket 1
6 and 16 have the same shape, one of which will be described with reference to FIG. That is, a main body obtained by cutting a steel sheet into a rectangular shape is bent into an L-shape of an unequal side, an engagement projection 17 and a through hole 18 are formed on one side 16a on the short side, and the other side 16b on the long side is formed on the other side 16b An engagement hole 19 is formed.

【0008】上記係合突起17は、一方の辺16aの上
部(先端部)を小幅にするとともに、その上端(先端
部)を外方に屈曲させてなる。また、通し孔18は、一
方の辺16aの中心部に貫通形成するとともに、その径
は前述したネジ棒12,13のネジ部12b,13bが
遊嵌する径とする。また、上記係合孔19は、他方の辺
16bの右端部(先端部)に左右(長手)方向に細長い
長方形状に形成するとともに、その前後(短手)方向の
幅は係合突起17の幅よりも若干大きくする。
The engaging projection 17 is formed by making an upper portion (a tip portion) of one side 16a narrow, and bending an upper end (a tip portion) outward. The through hole 18 is formed so as to penetrate the center of one side 16a, and has a diameter that allows the screw portions 12b and 13b of the screw rods 12 and 13 to fit loosely. The engaging hole 19 is formed in a rectangular shape elongated in the left-right (longitudinal) direction at the right end (tip) of the other side 16 b, and has a width in the front-rear (short) direction of the engaging protrusion 17. Make it slightly larger than the width.

【0009】そして、一方のL型金具16の係合突起1
7を他方のL型金具16の係合孔19に係合させ、また
一方のL型金具16の係合孔19を他方のL型金具16
の係合突起17に係合させて枠状の連結金具15を形成
し、図1に示すように、上記各通し孔18,18を前述
した各ネジ棒12,13のネジ部12b,13bに挿通
し、各ネジ部12b,13bの先端に連結金具15の内
側からナット20,20を螺合する。この場合、連結金
具15の短手方向の幅W1はナット20,20の空転を
阻止する幅(間隙)とし、連結金具15を介してナット
20,20が回転できるようにする。なお、L型金具1
6、16同志の組付けは、各通し孔18,18を上記各
ネジ部12b,13bに挿通した後に行うようにしても
よい。
Then, the engagement projection 1 of one L-shaped bracket 16 is formed.
7 is engaged with the engagement hole 19 of the other L-shaped bracket 16, and the engagement hole 19 of the one L-shaped bracket 16 is
1 to form a frame-shaped connection fitting 15, and as shown in FIG. 1, the through holes 18, 18 are inserted into the threaded portions 12 b, 13 b of the threaded rods 12, 13. The nuts 20, 20 are screwed into the ends of the threaded portions 12 b, 13 b from inside the connection fitting 15. In this case, the width W1 in the short direction of the connection fitting 15 is set to a width (gap) for preventing the nuts 20 and 20 from idling, and the nuts 20 and 20 can be rotated via the connection fitting 15. The L-shaped bracket 1
Assembling of six and sixteen may be performed after each of the through holes 18 and 18 is inserted into each of the screw parts 12b and 13b.

【0010】図1において、23,23は相対するコン
クリートブロック10,11の間隙部(ア)の両側に当
てた型板であり、この間隙部(ア)に生コンクリートあ
るいはモルタルを流し込んで両者を一体的に接続する。
なお、基礎をなすコンクリートブロックの上面に板状の
コンクリートブロックを載置する際には、金属製のパイ
プ、コンクリート製の小片ブロック等の間材を介在させ
て載置し、ネジ棒12、13を連結金具15により緊張
する。さすれば基礎をなすコンクリートブロックの上面
に板状のコンクリートブロックを所定の間隙Sをおいて
起立させることができ作業が安全になる。
In FIG. 1, reference numerals 23, 23 denote stencils applied to both sides of a gap (a) of the opposing concrete blocks 10, 11, and fresh concrete or mortar is poured into the gap (a) to mix the two. Connect them together.
When placing a plate-shaped concrete block on the upper surface of the concrete block forming the foundation, the plate is placed with intervening members such as a metal pipe and a concrete small block, and the screw rods 12 and 13 are placed. Is tightened by the connection fitting 15. Then, a plate-like concrete block can be erected on the upper surface of the concrete block forming the foundation with a predetermined gap S therebetween, and the work is safe.

【0011】[0011]

【発明の効果】本発明は以上説明した如く、相対するコ
ンクリートブロックの間隙を容易に調節することがで
き、コンクリートブロックの配列が容易にかつ高精度に
できる。また、連結金具は別個に形成された一対のL型
金具を互いに係合させて組み付けるようにしたので、狭
い場所でのネジ棒との係合作業が容易になる。しかも、
枠状に組付けた際の連結金具を、上記ネジ棒に螺合する
ナットと係合させるようにしたので、この連結金具を回
転させることによって相対する二つのナットを回転させ
ることができる。また、上記L型金具の係合突起の先端
部を外側に向けて傾斜させたので、負荷時に上記傾斜部
が一対のL型金具を互いに接近させる方向に作用するこ
とになり、枠状に組み付けた連結金具が上記ナットを回
転させる際の負荷によって不用意に分解されなくなる。
等の効果を奏する。
As described above, according to the present invention, the gap between the opposing concrete blocks can be easily adjusted, and the arrangement of the concrete blocks can be easily and accurately performed. Further, since the connecting fitting is assembled by engaging a pair of separately formed L-shaped fittings with each other, the work of engaging with the threaded rod in a narrow place becomes easy. Moreover,
Since the connection metal fitting when assembled in a frame shape is engaged with the nut screwed into the screw rod, two nuts facing each other can be rotated by rotating the connection metal fitting. In addition, since the tip of the engaging projection of the L-shaped bracket is inclined outward, the inclined portion acts in a direction of bringing the pair of L-shaped brackets closer to each other when a load is applied, and is assembled in a frame shape. The connected metal fitting is prevented from being inadvertently disassembled by the load when rotating the nut.
And so on.

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

【図1】本発明の第1実施例を示す平断面図である。FIG. 1 is a plan sectional view showing a first embodiment of the present invention.

【図2】本発明によるL型金具の斜視図である。FIG. 2 is a perspective view of an L-shaped bracket according to the present invention.

【図3】従来例を示す一分断面斜視図である。FIG. 3 is a partially sectional perspective view showing a conventional example.

【符号の説明】 10 コンクリートブロック 11 コンクリートブロック 12 ネジ棒 12a 頭部 12b ネジ部 13 ネジ棒 13a 頭部 13b ネジ部 15 連結金具 16 L型金具 16a 一方の辺 16b 他方の辺 17 係合突起 18 通し孔 19 係合孔 20 ナット 23 型板DESCRIPTION OF SYMBOLS 10 Concrete block 11 Concrete block 12 Screw rod 12a Head 12b Screw part 13 Screw rod 13a Head 13b Screw part 15 Connection fitting 16 L-shaped fitting 16a One side 16b The other side 17 Engagement projection 18 Through Hole 19 Engagement hole 20 Nut 23 Template

フロントページの続き (56)参考文献 特開 平3−267421(JP,A) 実開 昭63−100544(JP,U) 実開 平4−69504(JP,U) 特公 昭47−20710(JP,B1) (58)調査した分野(Int.Cl.6,DB名) E04B 1/61 E02D 29/02 301Continuation of the front page (56) References JP-A-3-267421 (JP, A) JP-A-63-100544 (JP, U) JP-A-4-69504 (JP, U) JP-B-47-20710 (JP, U.S.A.) , B1) (58) Field surveyed (Int. Cl. 6 , DB name) E04B 1/61 E02D 29/02 301

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】L型に屈曲した一方の辺(16a)と他方
の辺(16b)とを有するL型金具(16)を一対設
け、前記一方の辺(16a)に、その先端部を小幅にし
係合突起(17)と、該一方の辺(16a)の中心部
に明けられてコンクリートブロック(10,11)の
向部に埋設したネジ棒(12,13)が遊嵌する通し孔
(18)とを形成し、前記他方の辺(16b)の先端部
に前記係合突起(17)が係合可能の係合孔(19)を
形成し、一方のL型金具(16)の係合突起(17)を
他方のL型金具(16)の係合孔(19)に係合させ、
かつ一方のL型金具(16)の係合孔(19)を他方の
L型金具(16)の係合突起(17)に係合させて枠状
に組付けた際に、各L型金具(16)の相対する他方の
辺(16b,16b)間の間隙(W1)を前記ネジ棒
(12,13)に螺合するナット(20)の空転を阻止
する間隙としたことを特徴とするコンクリートブロック
の連結金具。
1. A pair of L-shaped fittings (16) having one side (16a) and the other side (16b) bent into an L-shape are provided, and the tip of the one side (16a) has a small width. West
A pair of the engagement protrusion (17) and the concrete block (10, 11) opened at the center of the one side (16a) .
And a through hole which the threaded rods embedded in direction portion (12, 13) is loosely fitted (18) is formed, engaging the engaging projection (17) engageable in the front end portion of the other side (16b) A mating hole (19) is formed, and the engaging projection (17) of one L-shaped fitting (16) is engaged with the engaging hole (19) of the other L-shaped fitting (16).
When the engagement holes (19) of one of the L-shaped brackets (16) are engaged with the engagement projections (17) of the other L-shaped bracket (16) and assembled into a frame shape, A gap (W1) between the other opposite side (16b, 16b) of (16) is a gap for preventing idling of the nut (20 ) screwed into the screw rod (12, 13). Connection block for concrete blocks.
【請求項2】前記一方の辺(16a)に設けた係合突起
(17)は、その先端部を外側に向けて傾斜させたこと
を特徴とする請求項1記載のコンクリートブロックの連
結金具。
2. A concrete block connecting metal fitting according to claim 1, wherein said engaging projection (17) provided on said one side (16a) has its tip end inclined toward the outside.
JP6124197A 1994-05-12 1994-05-12 Concrete block connection bracket Expired - Fee Related JP2811537B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6124197A JP2811537B2 (en) 1994-05-12 1994-05-12 Concrete block connection bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6124197A JP2811537B2 (en) 1994-05-12 1994-05-12 Concrete block connection bracket

Publications (2)

Publication Number Publication Date
JPH07305431A JPH07305431A (en) 1995-11-21
JP2811537B2 true JP2811537B2 (en) 1998-10-15

Family

ID=14879393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6124197A Expired - Fee Related JP2811537B2 (en) 1994-05-12 1994-05-12 Concrete block connection bracket

Country Status (1)

Country Link
JP (1) JP2811537B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109356294B (en) * 2018-12-17 2023-09-05 吉林建筑大学 Volcanic slag light wallboard connecting component

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0349145Y2 (en) * 1986-12-15 1991-10-21
JPH079928Y2 (en) * 1990-10-29 1995-03-08 羽田コンクリート工業株式会社 Concrete structure connector

Also Published As

Publication number Publication date
JPH07305431A (en) 1995-11-21

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