JPH0248539Y2 - - Google Patents

Info

Publication number
JPH0248539Y2
JPH0248539Y2 JP5945387U JP5945387U JPH0248539Y2 JP H0248539 Y2 JPH0248539 Y2 JP H0248539Y2 JP 5945387 U JP5945387 U JP 5945387U JP 5945387 U JP5945387 U JP 5945387U JP H0248539 Y2 JPH0248539 Y2 JP H0248539Y2
Authority
JP
Japan
Prior art keywords
notch
bolt
block
block body
short
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
Application number
JP5945387U
Other languages
Japanese (ja)
Other versions
JPS63165382U (en
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 filed Critical
Priority to JP5945387U priority Critical patent/JPH0248539Y2/ja
Publication of JPS63165382U publication Critical patent/JPS63165382U/ja
Application granted granted Critical
Publication of JPH0248539Y2 publication Critical patent/JPH0248539Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔考案の目的〕 (産業上の利用分野) この考案は、側溝用ブロツク、特にその接合部
に施される接合装置に関する。
[Detailed Description of the Invention] [Purpose of the Invention] (Field of Industrial Application) This invention relates to a gutter block, and particularly to a joining device applied to the joint portion thereof.

(従来技術) これまで実施されている接合装置を第4図と第
5図に示す。
(Prior Art) A bonding apparatus that has been used so far is shown in FIGS. 4 and 5.

即ちこの従来装置は、一方のブロツク本体イの
一端接合部に近い側面壁に、幅200mm程の長目凹
欠部ロを設けて、その長目凹欠部ロの正面壁ハと
ブロツク本体イの合口面との間をボルト孔ニで貫
通させ、他方のブロツク本体ホの他端接合部に近
い側面壁に、幅40mm程の短目凹欠部ヘを設けて、
その短目凹欠部ヘの正面壁トとブロツク本体ホの
合口面との間をボルト孔チで貫通させ、前記ブロ
ツク本体イとホの合口を接合させた上、前記長目
凹欠部ロ側よりボルトを前記ボルト孔ニ,チへ挿
通して前記短目凹欠部へ側においてナツトで締結
して一体強固化を図るものである。
That is, in this conventional device, a long concave notch 200 mm in width is provided on the side wall of one block body near the joint at one end, and the front wall of the long concave notch 2 and the block body are connected. A short recess about 40mm wide is made in the side wall near the other end joint of the other block body, and
A bolt hole is passed through between the front wall of the short concave notch and the abutment surface of the block body H, and the abutments of the block body A and E are joined, and then the long concave notch is A bolt is inserted from the side into the bolt holes 2 and 4, and is fastened with a nut on the side to the short recessed part to solidify the bolt as one piece.

ところでこの従来装置においては、ボルト挿通
のための長目凹欠部ロがある程度深目に形成され
ている(ボルト孔ニが側壁外面から50mm以上ない
と割れてしまう)ので、この部分の内力劣化を招
く。また主鉄筋(側壁、底部、反対側壁に連続状
に埋設される鉄筋)の配筋が難しくなり、鉄筋切
除により上下分断した配筋とするか(第6図)、
凹欠部2を避けて内側配筋としなければならない
(第7図)。そしてそのことにより耐久力等の構造
上の問題が惹起され、また鉄筋加工の手間など製
作上の問題が発生する。
By the way, in this conventional device, the long recessed part B for inserting the bolt is formed at a certain depth (it will break if the bolt hole D is not more than 50 mm from the outer surface of the side wall), so the internal force in this part deteriorates. invite. In addition, it becomes difficult to arrange the main reinforcing bars (reinforcing bars that are continuously buried in the side walls, bottom, and opposite wall), so it is recommended to cut the reinforcing bars and place them in upper and lower sections (Figure 6).
Reinforcement must be placed on the inside, avoiding the recessed part 2 (Fig. 7). This causes structural problems such as durability, as well as manufacturing problems such as the time and effort required to process reinforcing bars.

なおこれらの難点を克服するため、主鉄筋のピ
ツチを変えたり、側壁の肉厚を増大させたりする
ことも考えられるが、前者にあつてはやはり耐久
上の問題が残り、後者にあつては規格上、経費上
の問題が新たに発生する。
In order to overcome these difficulties, it may be possible to change the pitch of the main reinforcing bars or increase the wall thickness of the side walls, but in the case of the former, durability problems still remain, and in the case of the latter, New standards and cost issues will arise.

(考案が解決しようとする問題点) この考案は、従来装置のかかる実情に鑑みてな
されたもので、ボルト挿通のための長目凹欠部の
形状およびボルト孔にパイプを保持させることに
より、上記難点を解消しようとするものである。
(Problems to be solved by the invention) This invention was made in view of the actual situation of conventional devices, and by holding the pipe in the shape of the long recessed part for inserting the bolt and the bolt hole, This is an attempt to solve the above-mentioned difficulties.

〔考案の構成〕[Structure of the idea]

(実施例) 以下図面の実施例によつて説明すると、第1図
において1が一方のブロツク本体1で、その一端
接合部に近い側面壁に、深目の幅挟凹欠2aと浅
目のボルト挿通溝2bとから成る横T字型の長目
凹欠部2を設けて、その幅挟凹欠2aの正面壁2
cとブロツク本体1の合口面との間にパイプ3を
一体的に貫通してボルト孔4を形成し、他方のブ
ロツク本体5の他端接合部に近い側面壁に、短目
凹欠部6を設けて、その短目凹欠部6の正面壁6
aとブロツク本体5の合口面との間にパイプ7を
一体的に貫設してボルト孔8を形成してある。
(Embodiment) To explain the embodiment shown in the drawings below, in Fig. 1, reference numeral 1 indicates one block main body 1, and the side wall near the joint at one end has a deep width notch 2a and a shallow notch 2a. A horizontal T-shaped long recess 2 consisting of a bolt insertion groove 2b is provided, and the front wall 2 of the width narrowing recess 2a is provided.
A bolt hole 4 is formed by integrally penetrating the pipe 3 between the block body 5 and the abutment surface of the block body 1, and a short recessed notch 6 is formed in the side wall near the other end joint of the other block body 5. , and the front wall 6 of the short recessed notch 6
A bolt hole 8 is formed by integrally passing a pipe 7 between the abutment surface of the block body 5 and the abutment surface of the block body 5.

そして第2図に示すように前記ブロツク本体1
と5の合口を接合させた上、前記長目凹欠部2側
よりボルト9を前記ボルト孔4,8へ挿通して前
記短目凹欠部6側においてナツト10で締結して
一体強固化を図るものである。
Then, as shown in FIG.
After joining the abutments of and 5, bolts 9 are inserted into the bolt holes 4 and 8 from the long concave notch 2 side and fastened with nuts 10 on the short concave notch 6 side to solidify the bolts as one body. The aim is to

上記中パイプ3,7は、型成形時において一体
的に埋設されるものであるが、第1図に分離して
表示したように各々アンカー翼片3a,7aを突
設した態様とすることにより、前記ボルト9の締
結による引張応力に対抗させ、また施工後の外力
によるパイプの離脱を防止する。
The above-mentioned middle pipes 3 and 7 are buried integrally during molding, but as shown separately in FIG. , to counter the tensile stress caused by fastening the bolts 9, and to prevent the pipe from detaching due to external force after construction.

〔考案の効果〕 本考案は以上のようで、まず長目凹欠部2が深
目の幅挟凹欠2aと浅目のボルト挿通溝2bとで
横T字型を成すから、凹欠部を設けたことによる
内力劣化を可及的に防ぐとともに、主鉄筋も前記
ボルト挿通溝2bが浅目に形成されているから側
壁外側付近への配筋が支障なく行なえる(第2図
および第3図)。
[Effects of the invention] The present invention is as described above. First, since the long recessed notch 2 forms a horizontal T-shape with the deep width narrowed recess 2a and the shallow bolt insertion groove 2b, the recessed notch In addition to preventing internal force deterioration due to the provision of the main reinforcing bars as much as possible, since the bolt insertion grooves 2b of the main reinforcing bars are formed shallowly, reinforcement can be placed near the outside of the side walls without any problems (see Figures 2 and 2). Figure 3).

そしてボルト9が、パイプ3,7の一体的貫設
により形成されたボルト孔4,8に挿通されるか
らこの部分の側壁強度を著しく高めることが出来
た。
Since the bolts 9 are inserted into the bolt holes 4 and 8 formed by the integral penetration of the pipes 3 and 7, the side wall strength of this portion can be significantly increased.

以上から本考案によれば、従来装置に比し、強
度的にもまた製作面においてもはるかに有利な接
合装置を提供するものである。
As described above, the present invention provides a joining device that is far more advantageous in terms of strength and manufacturing than conventional devices.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本案装置の分離状態の斜視図、第2図
は同上接合状態の側面図、第3図は同上部分正面
図、第4図は従来装置の分離状態の斜視図、第5
図は同上接合状態の側面図、第6図は主鉄筋を長
目凹欠部を境に上下分断して配筋した状態の部分
正面図、第7図は主鉄筋を長目凹欠部の内側に配
筋した状態の部分正面図。 1……一方のブロツク本体、2……長目凹欠
部、2a……深目の幅挟凹欠、2b……浅目のボ
ルト挿通溝、2c……幅挟凹欠2aの正面壁、3
……パイプ、3a……アンカー翼片、4……ボル
ト孔、5……他方のブロツク本体、6……短目凹
欠部、6a……短目凹欠部6の正面壁、7……パ
イプ、7a……アンカー翼片、8……ボルト孔、
9……ボルト、10……ナツト。
Fig. 1 is a perspective view of the device of the present invention in a separated state, Fig. 2 is a side view of the same as above in a joined state, Fig. 3 is a partial front view of the same as above, Fig. 4 is a perspective view of the conventional device in a separated state, and Fig. 5
The figure is a side view of the same joint as above, Figure 6 is a partial front view of the main reinforcing bars arranged vertically with the long recess as a boundary, and Figure 7 is a partial front view of the main reinforcing bars placed in the long recess. A partial front view with reinforcement arranged on the inside. 1...One block main body, 2...Longer recess, 2a...Deep width recess, 2b...Shallow bolt insertion groove, 2c...Front wall of width recess 2a, 3
...Pipe, 3a...Anchor wing piece, 4...Bolt hole, 5...Other block body, 6...Short recess notch, 6a...Front wall of short recess notch 6, 7... Pipe, 7a... Anchor wing piece, 8... Bolt hole,
9...Boruto, 10...Natsuto.

Claims (1)

【実用新案登録請求の範囲】 1 一方のブロツク本体1の一端接合部に近い側
面壁に、深目の幅挟凹欠2aと浅目のボルト挿
通溝2bとから成る横T字型の長目凹欠部2を
設けて、その幅挟凹欠2aの正面壁2cとブロ
ツク本体1の合口面との間にパイプ3を一体的
に貫設してボルト孔4を形成し、他方のブロツ
ク本体5の他端接合部に近い側面壁に、短目凹
欠部6を設けて、その短目凹欠部6の正面壁6
aとブロツク本体5の合口面との間にパイプ7
を一体的に貫設してボルト孔8を形成し、前記
ブロツク本体1と5の合口を接合させた上、前
記長目凹欠部2側よりボルト9を前記ボルト孔
4,8へ挿通して前記短目凹欠部6側において
ナツト10で締結して一体強固化を図る側溝用
ブロツクの接合装置。 2 パイプ3,7に各々アンカー翼片3a,7a
を突設した側溝用ブロツクの接合装置。
[Claims for Utility Model Registration] 1. On the side wall near one end joint of one block body 1, there is a long horizontal T-shape consisting of a deep width notch 2a and a shallow bolt insertion groove 2b. A recessed part 2 is provided, and a pipe 3 is integrally inserted between the front wall 2c of the recessed part 2a and the abutment surface of the block body 1 to form a bolt hole 4, 5, a short recessed notch 6 is provided on the side wall near the other end joint part of the front wall 6 of the short recessed notch 6.
There is a pipe 7 between a and the abutment surface of the block body 5.
are integrally passed through to form a bolt hole 8, and after joining the joints of the block bodies 1 and 5, a bolt 9 is inserted into the bolt holes 4 and 8 from the long recessed notch 2 side. This is a gutter block joining device in which the blocks are fastened with a nut 10 on the side of the short recessed notch 6 to solidify the block as one piece. 2 Anchor wing pieces 3a and 7a on pipes 3 and 7, respectively
A joining device for gutter blocks with protruding parts.
JP5945387U 1987-04-20 1987-04-20 Expired JPH0248539Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5945387U JPH0248539Y2 (en) 1987-04-20 1987-04-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5945387U JPH0248539Y2 (en) 1987-04-20 1987-04-20

Publications (2)

Publication Number Publication Date
JPS63165382U JPS63165382U (en) 1988-10-27
JPH0248539Y2 true JPH0248539Y2 (en) 1990-12-19

Family

ID=30890962

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5945387U Expired JPH0248539Y2 (en) 1987-04-20 1987-04-20

Country Status (1)

Country Link
JP (1) JPH0248539Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2545887Y2 (en) * 1990-11-29 1997-08-27 杉晃 草竹 Road drain block

Also Published As

Publication number Publication date
JPS63165382U (en) 1988-10-27

Similar Documents

Publication Publication Date Title
US20020007614A1 (en) Joint structure for joining composite beam and column
JPH0248539Y2 (en)
JPS6047140A (en) Steel plate concrete structure
KR200239503Y1 (en) Precasted culvert
KR19980020421U (en) Rebar coupling device
JP3055542U (en) Deformed steel bar joint structure
JPS6316770Y2 (en)
JPH0242782Y2 (en)
JPH0352909Y2 (en)
JPS6350325Y2 (en)
JPH0518414Y2 (en)
JPS6311259Y2 (en)
JPS6129843Y2 (en)
JPH08177231A (en) Corner clamping metal fixture
JPH0240684Y2 (en)
JPH0423999Y2 (en)
JPS6023544Y2 (en) Anchor for welding
JPH0720244Y2 (en) Concrete member joining equipment
JP3119117B2 (en) PC version driving formwork and formwork method
JPS6022181Y2 (en) Concrete formwork fasteners
JP2574191Y2 (en) Fitting for threaded steel
JPH0352384Y2 (en)
JPH0433300Y2 (en)
JPH0138198Y2 (en)
JPH0119704Y2 (en)