JPS61130692A - Method of connecting construction of concrete block - Google Patents
Method of connecting construction of concrete blockInfo
- Publication number
- JPS61130692A JPS61130692A JP25364484A JP25364484A JPS61130692A JP S61130692 A JPS61130692 A JP S61130692A JP 25364484 A JP25364484 A JP 25364484A JP 25364484 A JP25364484 A JP 25364484A JP S61130692 A JPS61130692 A JP S61130692A
- Authority
- JP
- Japan
- Prior art keywords
- blocks
- insertion hole
- connecting shaft
- recess
- shaft
- 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
Links
Landscapes
- Sewage (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、連結されるべきコンクリート製のブロック相
互を簡易、迅速に、しかも強固、確実に連結することが
できるコンクリートブロックの連結工法に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for connecting concrete blocks that can easily, quickly, and firmly and reliably connect concrete blocks to be connected.
(従来の技術)
コンクリートブロック(例えばボックスカルバート)相
互をその連結端部分において連結軸を介して連結する―
来の工法は、例えば第7〜8因に示すごとく、両ブロッ
クa、aの連結端部分の表面部に連結用凹部す、 b
を設けるとともに、該連結用凹部すから接合端部C方向
に延びる溝部dを設け、両ブロックa、aの接合端部c
、cを、溝部dの開口端が合致するように当接させた後
、両端部分にネジ部e、eを具える連結軸rを、その両
ネジ部e、eが連結用凹部す、 b内に位!するよう
、連通ずる溝部d、dに嵌込み、然る後、両名ジ部e、
eにナラ)g、gを螺合させ、かつ該ナツトg、gを締
め付けてブロックa、a相互を連結するものであった。(Prior art) Concrete blocks (for example, box culverts) are connected to each other via connecting shafts at their connecting ends.
In the conventional construction method, for example, as shown in factors 7 and 8, connecting recesses are formed on the surface of the connecting end portions of both blocks a and b.
In addition, a groove d extending from the connecting recess in the direction of the joint end C is provided, and a joint end C of both blocks a and a is provided.
, c are brought into contact with each other so that the open ends of the grooves d match, and then a connecting shaft r having threaded parts e, e at both ends is connected, and the threaded parts e, e form a connecting recess, b. Inside position! Then, fit into the communicating grooves d and d so that the grooves e and
Blocks a and a were connected to each other by screwing nuts g and g onto e and tightening the nuts g and g.
(発明が解決しようとする問題点)
しかしこの工法においては、溝部dがブロックaの側面
部に設けられるばあいには(通常側面部に設けられる)
、溝部d、d内に嵌込まれた連結軸[がナツトgの螺合
、締め付けの際に外れやすい欠点があった。又連結用凹
部すの、接合端部C側の壁面りが、該連結用凹部す成形
の都合から、内側から外側に向かい接合端部C方向に緩
く傾斜する傾斜面として形成されていたため、ナットg
締め付は後において、連結軸fが、外れる方向(外方向
)Fに徐々に移動し、ブロック1.1の連結が緩むとい
う問題があった。(Problem to be solved by the invention) However, in this construction method, if the groove d is provided on the side surface of the block a (usually provided on the side surface)
, there was a drawback that the connecting shaft fitted into the grooves d and d was likely to come off when the nut g was screwed and tightened. In addition, the wall surface of the connecting recess on the joint end C side was formed as an inclined surface that gently sloped from the inside to the outside in the direction of the joint end C, due to the molding of the connecting recess. g
After tightening, there was a problem in that the connection shaft f gradually moved in the direction of disengagement (outward direction) F, and the connection of the block 1.1 became loose.
本発明はかかる問題点を解決しうるコンクリートブロッ
クの連結工法の提供を目的とする。The present invention aims to provide a method for connecting concrete blocks that can solve these problems.
(問題点を解決するための手段)
本発明のコンクリートブロックの連結工法(以下工法と
いう)は、連結されるべきコンクリート製のブロックl
、 ]相互を、両端部分にネジ部12.12を具える
連結軸2とナツト13.13とを用いて連結する連結工
法であって、該両ブロックl、1の連結端部分6の内側
表面部4(第1図参照)あるいは外側表面部5に接合端
部7,7から控えて連結用凹部11,11を設けるとと
もに、咳両ブロック1.1には、その接合端部7.7か
ら連結用凹部11.11方向に延びかつ該連結用凹部1
.1.]1において開口する挿入孔部9,9を設け、少
なくとも一方の挿入孔部9は連結用凹部11を越えて延
びるものとし、その全長を、該挿入孔部9内に連結軸2
を完全に挿入させた状態において、該連結軸2の外端部
lOが接合端部7から突出しない程度としである。なお
該程度は、連結作業に支障を生じない限り、外端部10
が接合端部7から多少突出してもよく、又後述する、連
結用凹部11における連結軸2の把持に支障を生じない
限り、外端部10が接合端部7から稍控えて位1しても
よい、という程度をいう、そして該長さの長い挿入孔部
9内に連結軸2を完全に納めた後、両ブロック1. 1
の接合端部7,7を、挿入孔部9.9の開口端16.1
6が合致するように当接させ、その後、連結軸2の一部
分を、連結用凹部11において該連結軸2を把持等して
他方のブロックの挿入孔部9内に挿入させ、その両ネジ
部12.12を両ブロックl、1の連結用凹部11.1
1内に位置せしめ、然る後、該連結用凹部11において
ネジ部12にナット13を螺合させ、かつ咳す一/ ト
13を締め付けることにより両ブロック1. 1相互を
連結する。(Means for Solving the Problems) The method for connecting concrete blocks of the present invention (hereinafter referred to as the method) is a method for connecting concrete blocks l to be connected.
, ] A connection method in which the blocks l and 1 are connected to each other using a connecting shaft 2 having threaded portions 12.12 at both ends and a nut 13.13, the inner surfaces of the connecting end portions 6 of both blocks l, 1. 4 (see FIG. 1) or the outer surface 5 are provided with connection recesses 11, 11 spaced apart from the joint ends 7, 7, and the cough blocks 1.1 are provided with connecting recesses 11, 11 spaced apart from the joint ends 7.7. Connecting recess 11. Extending in the 11 direction, the connecting recess 1
.. 1. ] 1 are provided, and at least one of the insertion holes 9 extends beyond the connecting recess 11, and the entire length of the insertion hole 9 is inserted into the insertion hole 9.
The outer end lO of the connecting shaft 2 is set to such an extent that it does not protrude from the joining end 7 when the connecting shaft 2 is completely inserted. In addition, the extent to which the outer end 10
The outer end 10 may protrude somewhat from the joint end 7, and the outer end 10 may be slightly set back from the joint end 7 as long as it does not interfere with the gripping of the connecting shaft 2 in the joint recess 11, which will be described later. After the connecting shaft 2 is completely accommodated in the long insertion hole 9, both blocks 1. 1
The joining ends 7, 7 of the insertion hole 9.9 are connected to the open end 16.1 of the insertion hole 9.9.
After that, a part of the connecting shaft 2 is inserted into the insertion hole 9 of the other block by grasping the connecting shaft 2 in the connecting recess 11, and inserting the connecting shaft 2 into the insertion hole 9 of the other block. 12.12 to both blocks l, 1 connecting recess 11.1
1, and then, by screwing the nut 13 onto the threaded part 12 in the connecting recess 11 and tightening the opening part 13, both blocks 1. 1 Connect each other.
(実施例)
以下本発明の一実施例を、ボックスカルバートlaとし
て構成されたコンクリート製のブロック相互を、連結軸
2を介して連結するばあいを例にとり、図面に基づいて
説明する。(Embodiment) An embodiment of the present invention will be described below with reference to the drawings, taking as an example a case in which concrete blocks configured as a box culvert la are connected to each other via a connecting shaft 2.
咳ボックスカルバートlaは、第1〜6図に示すごとく
、ボックスカルバート主体3の両側面部(外側表面部)
5.5の両連結端部分6.6に、その上側部分及び下側
部分に位置させ、その再接合端部7.7からボックスカ
ルバート主体3の長さ方向に延びる連結軸2挿入用の挿
入孔部9が設けられており、挿入孔部9の全長は、該挿
入孔部9内に連結軸2を完全に挿入させた状態において
、疼連結軸2の外端部10が接合端部7から突出しない
程度とされ(第3図参照)、又該挿入孔部9の中央部分
には、側面部5を凹ませることによって形成された連結
用凹部11が介在せしめられており、該連結用凹部11
において、前記連結軸2の端部分に設けられているネジ
部12にす7)13を螺合させることができ、かつ該ナ
ツト13を連結用凹部11の外側壁面部15と当接させ
うるように構成されている(第5図参照)。As shown in FIGS. 1 to 6, the cough box culvert la has both side surfaces (outer surface portions) of the box culvert main body 3.
Inserts for insertion of the connecting shaft 2 located in the upper and lower parts of both connecting end parts 6.6 of 5.5 and extending in the length direction of the box culvert body 3 from its rejoining end 7.7. A hole 9 is provided, and the entire length of the insertion hole 9 is such that when the connecting shaft 2 is completely inserted into the insertion hole 9, the outer end 10 of the connecting shaft 2 is connected to the joint end 7. (See Fig. 3), and a connecting recess 11 formed by recessing the side surface 5 is interposed in the center of the insertion hole 9. Recess 11
, so that the nut 7) 13 can be screwed into the threaded portion 12 provided at the end portion of the connecting shaft 2, and the nut 13 can be brought into contact with the outer wall surface 15 of the connecting recess 11. (See Figure 5).
次にボックスカルバート相互を連結する方法を第3〜5
図によって説明する。まず、いずれか一方のボックスカ
ルバ−)1alの挿入孔部9内に連結軸2を完全に納め
た後(第3図参照)、両ボックスカルバートの接合端部
7,7を、挿入孔部9.9の開口端16.16が合致す
るように当接させ、然る後、連結軸2の一部分を、該一
方のボックスカルバ−)1alの連結用凹部11におい
て該連結軸2を指先等で把持して他方のボックスカルバ
−1−1a2の挿入孔部9内に挿入させ、連結軸2両端
部分に設けられているネジ部12.12を両ボックスカ
ルバートla1.la2の連結用凹部11.11内に位
置せしめる(第4図参照)、その後、該両連結用凹部1
1,11においてネジ部12.12にナツト13.13
を螺合させ、かつ該ナツト13.13を締め付けること
により両ボックスカルバート相互を連結すも(第5図参
照)。Next, we will explain methods 3 to 5 for connecting box culverts to each other.
This will be explained using figures. First, after completely inserting the connecting shaft 2 into the insertion hole 9 of one of the box culverts (see Fig. 3), insert the joint ends 7, 7 of both box culverts into the insertion hole 9. .9 so that the open ends 16. Grip and insert into the insertion hole 9 of the other box culvert 1-1a2, and screw the threaded portions 12.12 provided at both ends of the connecting shaft 2 into both box culverts la1. la2 in the connecting recess 11.11 (see FIG. 4), then both the connecting recesses 1
1, 11, screw the nut 13.13 onto the threaded part 12.12.
Both box culverts are connected to each other by screwing them together and tightening the nuts 13 and 13 (see Fig. 5).
第6図は、本発明に係る連結工法によってボックスカル
バートla、la相互を順次連結した状態を示すもので
あり、該連結後、連結用凹部11にはモルタルが充填さ
れる。FIG. 6 shows a state in which box culverts la and la are successively connected to each other by the connection method according to the present invention, and after the connection, the connection recess 11 is filled with mortar.
なお本発明の連結工法は、前記実施例で示したボックス
カルバートの連結に際しての他、側溝相互、擁壁ブロッ
ク相互、擁壁用基礎ブロック相互の連結等、コンクリー
ト製のブロック相互を連結するばあいに広く応用するこ
とができる。The connection method of the present invention is applicable not only to the connection of box culverts as shown in the above embodiments, but also to connection of concrete blocks, such as connection of side gutters, retaining wall blocks, retaining wall foundation blocks, etc. It can be widely applied to
(発明の効果)
本発明の連結工法は、一方のブロックの挿入孔部内に連
結軸を完全に納めた後、両ブロックの接合端部を当接さ
せ、その後、該連結軸の一部分を他方のブロックの挿入
孔部内に挿入させることを基本構成とすることから、連
結軸は挿通孔部内に安定状態で納まり、連結軸を溝部に
嵌込むことを基本構成とする従来の連結工法(第7〜8
図参照)のごとく、ナツトの螺合、締め付けの際に連結
軸が外れるおそれがなく、連結作業を簡易、迅速に行う
ことができる。しかも、ナツトを締め付けた後において
連結が緩むといった事態を招くこともなく、連結を強固
、確実に行うことができ、従って、長期間に亘って該連
結の信頼性が確保されることとなる。(Effects of the Invention) In the connection method of the present invention, after the connection shaft is completely inserted into the insertion hole of one block, the joint ends of both blocks are brought into contact with each other, and then a part of the connection shaft is inserted into the other block. Since the basic configuration is to insert the connecting shaft into the insertion hole of the block, the connecting shaft is stably housed in the insertion hole. 8
As shown in the figure), there is no risk of the connecting shaft coming off when screwing or tightening the nut, and the connecting work can be done easily and quickly. Moreover, the connection can be made firmly and reliably without causing a situation where the connection becomes loose after tightening the nut, and therefore, the reliability of the connection is ensured over a long period of time.
第1図は本発明の連結工法に用いるブロックの一例を示
す斜視図、第2図はブロックに設けられた挿入孔部と連
結軸とを示す斜視図、第3〜5図はブロック相互の連結
要領を説明する断面図、第6図は連結状態にあるブロッ
クを示す斜視図、第7〜8図は従来の連結工法を説明す
る説明図である。
1・・・ブロック、2・・・連結軸、4・・・内側表面
部、5・・・外側表面部、7・−・接合端部、9・・・
挿入孔部、IO・・・連結軸の外端部、11・・・連結
用凹部、12・・・ネジ部、13・・・ナット、16・
・・挿入孔部の開口端。Fig. 1 is a perspective view showing an example of a block used in the connection method of the present invention, Fig. 2 is a perspective view showing an insertion hole provided in the block and a connection shaft, and Figs. 3 to 5 are connections between blocks. FIG. 6 is a perspective view showing the blocks in a connected state, and FIGS. 7 and 8 are explanatory views explaining the conventional connection method. DESCRIPTION OF SYMBOLS 1...Block, 2...Connection shaft, 4...Inner surface part, 5...Outer surface part, 7...Joint end part, 9...
Insertion hole portion, IO... Outer end of connecting shaft, 11... Connection recess, 12... Threaded portion, 13... Nut, 16...
...Opening end of the insertion hole.
Claims (1)
、両端部分にネジ部12、12を具える連結軸2とナッ
ト13、13とを用いて連結する連結工法であって、該
両ブロック1、1の連結端部分6、6の内側表面部4あ
るいは外側表面部5に接合端部7、7から控えて連結用
凹部11、11を設けるとともに、該両ブロック1、1
には、その接合端部7、7から連結用凹部11、11方
向に延びかつ該連結用凹部11、11において開口する
挿入孔部9、9を設け、少なくとも一方の挿入孔部9は
連結用凹部11を越えて延びるものとし、その全長を、
該挿入孔部9内に連結軸2を完全に挿入させた状態にお
いて、該連結軸2の外端部10が接合端部7から突出し
ない程度となし、該長さの長い挿入孔部9内に連結軸2
を完全に納めた後、両ブロック1、1の接合端部7、7
を、挿入孔部9、9の開口端16、16が合致するよう
に当接させ、その後、連結軸2の一部分を、連結用凹部
11において該連結軸2を把持等して他方のブロックの
挿入孔部9内に挿入させ、その両ネジ部12、12を両
ブロック1、1の連結用凹部11、11内に位置せしめ
、然る後、該連結用凹部11においてネジ部12にナッ
ト13を螺合させ、かつ該ナット13を締め付けること
により両ブロック1、1相互を連結することを特徴とす
るコンクリートブロックの連結工法。A connection method in which concrete blocks 1 and 1 to be connected are connected using a connection shaft 2 having threaded portions 12 and 12 at both ends and nuts 13 and 13, the blocks 1 and 1 being connected together. Connecting recesses 11, 11 are provided on the inner surface portion 4 or outer surface portion 5 of the connecting end portions 6, 6 of 1, and are spaced apart from the joining ends 7, 7, and both blocks 1, 1
are provided with insertion holes 9, 9 extending from the joining ends 7, 7 in the direction of the connecting recesses 11, 11 and opening in the connecting recesses 11, 11, and at least one of the insertion holes 9 is provided with an insertion hole 9 for connecting. It shall extend beyond the recess 11, and its entire length shall be
When the connecting shaft 2 is completely inserted into the insertion hole 9, the outer end 10 of the connecting shaft 2 does not protrude from the joint end 7, and the long insertion hole 9 Connecting shaft 2 to
After completely storing the joint ends 7, 7 of both blocks 1, 1
are brought into contact with each other so that the opening ends 16, 16 of the insertion holes 9, 9 match, and then a part of the connecting shaft 2 is held in the connecting recess 11 by gripping the connecting shaft 2, etc. The nut 13 is inserted into the insertion hole 9 and the threaded parts 12, 12 are positioned in the connecting recesses 11, 11 of both blocks 1, 1, and then the nut 13 is inserted into the threaded part 12 in the connecting recess 11. A concrete block connecting method characterized in that both blocks 1, 1 are connected to each other by screwing them together and tightening the nut 13.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25364484A JPS61130692A (en) | 1984-11-29 | 1984-11-29 | Method of connecting construction of concrete block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25364484A JPS61130692A (en) | 1984-11-29 | 1984-11-29 | Method of connecting construction of concrete block |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61130692A true JPS61130692A (en) | 1986-06-18 |
Family
ID=17254192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25364484A Pending JPS61130692A (en) | 1984-11-29 | 1984-11-29 | Method of connecting construction of concrete block |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61130692A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100775757B1 (en) | 2007-02-09 | 2007-11-12 | 장정환 | Connecting structure for precast concrete box culvert segments using steel pipe |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5120497U (en) * | 1974-08-01 | 1976-02-14 | ||
JPS54117928A (en) * | 1978-03-06 | 1979-09-13 | Nippon Rotsukuraapaipu Kk | Method of connecting uppandddown partition system box culvert |
-
1984
- 1984-11-29 JP JP25364484A patent/JPS61130692A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5120497U (en) * | 1974-08-01 | 1976-02-14 | ||
JPS54117928A (en) * | 1978-03-06 | 1979-09-13 | Nippon Rotsukuraapaipu Kk | Method of connecting uppandddown partition system box culvert |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100775757B1 (en) | 2007-02-09 | 2007-11-12 | 장정환 | Connecting structure for precast concrete box culvert segments using steel pipe |
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