JPS607435Y2 - Joint structure of U-shaped waterway block - Google Patents
Joint structure of U-shaped waterway blockInfo
- Publication number
- JPS607435Y2 JPS607435Y2 JP1977051346U JP5134677U JPS607435Y2 JP S607435 Y2 JPS607435 Y2 JP S607435Y2 JP 1977051346 U JP1977051346 U JP 1977051346U JP 5134677 U JP5134677 U JP 5134677U JP S607435 Y2 JPS607435 Y2 JP S607435Y2
- Authority
- JP
- Japan
- Prior art keywords
- block
- socket
- receiving groove
- socket portion
- 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
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、各種の用水路や排水路の構築に使用される断
面U形のコンクリートブロックの接合構造、特にソケッ
ト型の継手を用いた接合構造に関するものである。[Detailed description of the invention] (Field of industrial application) The present invention is a joint structure for concrete blocks with a U-shaped cross section used for constructing various irrigation canals and drainage canals, especially a joint structure using socket-type joints. It is related to.
(従来の技術)
ソケット型の継手を用いた従来の接合構造では2つのU
溶水路用ブロックは、一方のブロックの端部に形成した
U形ソケット部に他方のブロックの端部を挿入すること
によって接合され、継手部における止水は、挿入された
ブロックの端部外周面とソケット部内周面との間に装填
された定型目地材によってなされている。(Conventional technology) In the conventional joint structure using a socket type joint, two U
The blocks for the welt channel are joined by inserting the end of the other block into the U-shaped socket formed at the end of one block, and the water stop at the joint is achieved by the outer peripheral surface of the end of the inserted block. This is done by a standard joint material loaded between the socket and the inner circumferential surface of the socket.
(考案が解決しようとする問題点)
しかしながらこの従来構造では、定型目地材がブロック
の端部外局面とソケット部内周面間に挟持されているた
め、ブロックの重量が定型目地材に直接作用する。(Problem that the invention aims to solve) However, in this conventional structure, the standard joint material is sandwiched between the outer surface of the end of the block and the inner peripheral surface of the socket, so the weight of the block acts directly on the standard joint material. .
そのため、定型目地材が過度に圧縮されてその弾力性を
喪失し、継手上部に間隙を生じて外部水が水路に侵入し
たり内部水が漏出することになった。As a result, the standard joint material was compressed excessively and lost its elasticity, creating a gap at the top of the joint, allowing external water to enter the waterway and internal water to leak out.
また、隣り合う2つのブロックは単に嵌合されているだ
けであるため、土庄等の影響により継手部がずれ、漏水
や浸水の原因となった。In addition, since two adjacent blocks are simply fitted together, the joints may become misaligned due to the influence of soil pressure, etc., resulting in water leakage or flooding.
従って本考案の目的は、大きな継手強度が得られ、内部
水の漏出を阻止できるだけでなく、外水圧が非常に高い
箇所に施工されても外部水の侵入を的確に阻止できる、
U溶水路用ブロックの接合構造を提供することである。Therefore, the purpose of the present invention is to provide a joint that not only has a large joint strength and can prevent internal water from leaking, but also can accurately prevent external water from entering even if the joint is installed in a place where the external water pressure is extremely high.
It is an object of the present invention to provide a joint structure for a block for a U-welcome channel.
(問題点を解決するための手段)
以下、添付図面中の参照符号を用いて説明すると、本考
案のU溶水路用ブロックの接合構造は、2つのブロック
1,1間に2つの定型目地材15.15を挿入し、各ブ
ロック1,1に当接させた連絡プレート5を連絡プレー
ト5の各端部の透孔10,11を通るボルト13.18
によって該ブロック1,1に締着する接合構造であって
、各ブロック1の一方の端部にU形ソケット部3を形成
し、各ブロックの他方の端部2には端面2aより前記ソ
ケット部3の深さ相当分だけソケット部3側に位置をず
らせて、ソケット部3と符合した断面形状の連結部5を
突設し、該連結部4と前記ソケット部3の各外側面に受
溝7,7を設け、各受溝7,7の底面6,6に前記ボル
ト13.18が螺子込まれるインサート8,8を埋設腰
各ソケット部3の外端面3aの開口周縁部に段部16を
設け、各ソケット部3の内端面3bに溝部17を設け、
前記連絡プレート5の一方の透孔11をブロック1長さ
方向の長孔と腰連絡プレート5には該透孔11の外側の
部位にストッパー12を突設し、一方のU溶水路用ブロ
ック1の端部2を他方のU溶水路用ブロック1のソケッ
ト部3に差込み、相連通させたソケット部3の受溝7と
連結部4の受溝7に連絡プレート5を嵌合し、該連絡プ
レート5を各受溝7の底面6に密に当接させて前記ボル
ト13,18で締着し、前記溝部17に装着した定型目
地材15を前記端部2の垂直な端面2aて押圧腰前記段
部16に装着し定型目地材15を前記連結部4の垂直な
端面4aで押圧し、前記透孔11を通るボルト18に嵌
合した偏心座板14の周面を前記ストッパー12の側面
に当接させるものである。(Means for Solving the Problems) As explained below using the reference numerals in the attached drawings, the joint structure of the U-water channel block of the present invention includes two regular joint materials between two blocks 1, 1. Bolts 13.18 are inserted through the through holes 10, 11 at each end of the connecting plate 5, and the connecting plate 5 is brought into contact with each block 1, 1.
The joint structure is such that a U-shaped socket part 3 is formed at one end of each block 1, and the socket part 3 is formed at the other end 2 of each block from the end surface 2a. A connecting part 5 having a cross-sectional shape matching that of the socket part 3 is provided protrudingly shifted toward the socket part 3 by an amount equivalent to the depth of 3, and a receiving groove is formed in each outer surface of the connecting part 4 and the socket part 3. 7, 7, and embed the inserts 8, 8 into which the bolts 13, 18 are screwed into the bottom surfaces 6, 6 of each receiving groove 7, 7. is provided, a groove portion 17 is provided on the inner end surface 3b of each socket portion 3,
One of the through holes 11 of the communication plate 5 is connected to an elongated hole in the length direction of the block 1, and a stopper 12 is provided protrudingly on the outside of the through hole 11 of the waist communication plate 5, Insert the end 2 of the block 1 into the socket part 3 of the other U welding channel block 1, and fit the communication plate 5 into the receiving groove 7 of the socket part 3 and the receiving groove 7 of the connecting part 4, which communicated with each other. The plate 5 is brought into close contact with the bottom surface 6 of each receiving groove 7 and tightened with the bolts 13 and 18, and the regular joint filler 15 attached to the groove part 17 is pressed firmly against the vertical end surface 2a of the end part 2. The standard joint filler 15 attached to the stepped portion 16 is pressed by the vertical end surface 4a of the connecting portion 4, and the circumferential surface of the eccentric seat plate 14 fitted with the bolt 18 passing through the through hole 11 is pressed against the side surface of the stopper 12. It is brought into contact with the
(実施例)
図示の実施例では、各インサート8はブロック1の本体
部分のアンカー筋9に固着され、その前端は受溝7の底
面6に露出している。(Embodiment) In the illustrated embodiment, each insert 8 is fixed to an anchor thread 9 on the main body portion of the block 1, and its front end is exposed to the bottom surface 6 of the receiving groove 7.
ゴムシール材等の定型目地材15は、必要に応じて工場
内で段部16や溝部17に装着される。A standard joint material 15 such as a rubber seal material is attached to the stepped portion 16 or the groove portion 17 in a factory as necessary.
連絡プレート5の端部の一方の透孔10は丸孔状に形成
されている。A through hole 10 at one end of the communication plate 5 is formed into a round hole shape.
水路の構築に際し、前記透孔10よりインサート8に螺
子込まれるボイレト13は当初から強<締付けられるが
、長孔に形成された透孔11より別のインサート8に螺
子込まれるボルト18は当初、弱く仮締めされる。When constructing a waterway, the boiler bolt 13 that is screwed into the insert 8 through the through hole 10 is tightened strongly from the beginning, but the bolt 18 that is screwed into another insert 8 through the through hole 11 formed in the elongated hole is initially tightened. It is loosely tightened.
一方のブロック1をその長さ方向に押して、前記端部2
の垂直な端面2aと前記連結部4の垂直な端面4aとで
2つの定型目地材15.15を押圧した後、偏心座板1
4をボルト18を中心に回動させて、その周面をストッ
パー12の側面に当接させる。Push one block 1 in its length direction and press the end 2
After pressing the two standard joint materials 15.15 with the vertical end surface 2a of the connecting portion 4 and the vertical end surface 4a of the connecting portion 4, the eccentric seat plate 1
4 is rotated around the bolt 18, and its peripheral surface is brought into contact with the side surface of the stopper 12.
そして最後に、該ボルト18を強く本締めし、連絡プレ
ート5を各受溝7,7の底面6,6に密に当接させる。Finally, the bolts 18 are fully tightened to bring the communication plates 5 into close contact with the bottom surfaces 6, 6 of the respective receiving grooves 7, 7.
(考案の効果)
本考案の接合構造では、単に一方のブロック1の端部2
を他方のブロック1のソケット部3に差込むだけでなく
、ブロック1の端部2を他方のブロック1のソケット部
3に差込むだけでなく、ブロック1の端部2に端面2a
よりソケット部3の深さ相当分だけソケット部3側に位
置をずらせて連結部4を突設し、この連結部4と前記ソ
ケット部3の各外側面に受溝7,7を設け、各受溝7゜
7の底面6,6にインサート8,8を埋設し、2つのブ
ロック1,1の接合に際し相連通させた各受溝7,7に
連絡プレート5を嵌合し、該連絡プレート5の各端部の
透孔10,11に挿通したボルト13.18を前記イン
サート8,8にそれぞれ螺子込むことによって、連絡プ
レート5を各受溝7の底面6,6に密に当接させて螺着
し、透孔11を通るボルト18に嵌合した偏心座板14
の周囲を前記ストッパー12の側面に当接させであるた
め、継手部に作用する荷重に対しては、ボルト13.1
8の締付力が抵抗するだけでなく偏心座板14とストッ
パー12も抵抗する。(Effect of the invention) In the joint structure of the invention, the end 2 of one block 1 is simply
In addition to inserting the end 2 of the block 1 into the socket 3 of the other block 1, as well as inserting the end 2 of the block 1 into the socket 3 of the other block 1,
A connecting portion 4 is provided protrudingly shifted toward the socket portion 3 by an amount equivalent to the depth of the socket portion 3, and receiving grooves 7, 7 are provided on each outer surface of the connecting portion 4 and the socket portion 3, and each Inserts 8, 8 are buried in the bottom surfaces 6, 6 of the receiving grooves 7. By screwing the bolts 13 and 18 inserted into the through holes 10 and 11 at each end of the connecting plate 5 into the inserts 8 and 8, respectively, the connecting plate 5 is brought into close contact with the bottom surfaces 6 and 6 of each receiving groove 7. Eccentric seat plate 14 that is screwed together and fitted with a bolt 18 that passes through the through hole 11
Since the periphery of the bolt 13.1 is in contact with the side surface of the stopper 12, the bolt 13.1 is able to withstand the load acting on the joint.
Not only the clamping force of 8 is resisted, but also the eccentric seat plate 14 and the stopper 12 are resisted.
そのため、土圧等の影響によるブロックのずれやブロッ
ク列の撓みが的確に阻止され、大きな継手強度が得られ
る。Therefore, displacement of the blocks and deflection of the block rows due to the influence of earth pressure etc. are accurately prevented, and high joint strength can be obtained.
また、連絡プレート5が受溝7,7に嵌合され、その妄
動が各受溝7の内壁面によって阻止されるため、ブロッ
ク1,1のずれも阻止され、ボル)13.18の螺子込
み操作も円滑になされて作業性がよい。Furthermore, since the communication plate 5 is fitted into the receiving grooves 7, 7, and its movement is prevented by the inner wall surface of each receiving groove 7, displacement of the blocks 1, 1 is also prevented, and the screwing of the bolts 13 and 18 is prevented. Operation is smooth and workability is good.
そして、本考案の接合構造では、上記のように継手強度
が大きいと共に、ソケット部3の外端面3aの開口周縁
部に段部16を設け、各ソケット部3の内端面3bに溝
部17を設け、該段部16と溝部17にそれぞれ定型目
地材15.15を装着して定型目地材を内外2重に配置
にし、2つのブロック1,1を連絡プレート5及び偏心
座板14を介してボルト締め固着するとき、これら定型
目地材15.15を端部2の端面2aと連結部4の端面
4aで押圧したので、砂質土で地下水位が地表近くまで
あり、非常に地下水圧が高い場合、土止壁を兼ねて湧水
が多い山間地に使用する場合等、外水圧が非常に大きい
箇所に施工しても、外部水の侵入を的確に阻止すること
ができ、止水性能に優れた水路が容易に構築できる。In addition, in the joint structure of the present invention, the joint strength is high as described above, and the stepped portion 16 is provided at the opening periphery of the outer end surface 3a of the socket portion 3, and the groove portion 17 is provided on the inner end surface 3b of each socket portion 3. , the standard joint materials 15 and 15 are attached to the stepped portion 16 and the groove portion 17, respectively, so that the standard joint materials are arranged in double layers inside and outside, and the two blocks 1, 1 are bolted together through the connecting plate 5 and the eccentric seat plate 14. When tightening and fixing, these standard joint materials 15.15 were pressed between the end surface 2a of the end portion 2 and the end surface 4a of the connecting portion 4, so it is suitable for cases where the groundwater level is close to the ground surface in sandy soil and the groundwater pressure is extremely high. Even when installed in areas with extremely high external water pressure, such as when used as a retaining wall in a mountainous area with a lot of spring water, it can accurately prevent the intrusion of external water and has excellent water-stopping performance. canals can be easily constructed.
また、特に本考案の接合構造では、ソケット部3の前記
溝部17に装着した内側の定型目地材15を端部2の垂
直な端面2aで押圧し、ソケット部3の前記段部16に
装着した外側の定型目地材15を連結部4の垂直な端面
4aで押圧するので、垂直方向に働くブロック1の非常
に大きな重量は定型目地材15.15には何等負荷され
ないことになる。In particular, in the joint structure of the present invention, the inner regular joint material 15 attached to the groove 17 of the socket part 3 is pressed by the vertical end surface 2a of the end part 2, and the inner standard joint material 15 is attached to the step part 16 of the socket part 3. Since the outer regular joint material 15 is pressed by the vertical end face 4a of the connecting part 4, the very large weight of the block 1 acting in the vertical direction is not loaded at all on the regular joint material 15.15.
即ち、ブロック1の自重によって定型目地材15.15
が常時、過度圧縮され続けて弾力性を喪失してしまうこ
とがないので、定型目地材15.15はその弾力性に依
存する止水機能を永続的に堅持するのである。In other words, the standard joint material 15.15 due to the weight of block 1
Since it does not continue to be excessively compressed and lose its elasticity, the standard joint material 15.15 permanently maintains the water-stopping function that depends on its elasticity.
図面は本考案の実施例を示し、第1図はU形水路用ブロ
ックの正面図、第2図は同ブロックの平面図、第3図は
同ブロックの左側面図、第4図は同ブロックの右側面図
、第5図は同ブロックの接合部分の正面図、第6図は第
5図のA−A線断面図、第7図は連絡プレートと偏心座
板の斜視図である。
1・・・・・・U形水路用ブロック、2・・・・・・端
部、3・・・・・・ソケット部、4・・・・・・連結部
、5・・・・・・連絡プレート、7・・・・・・受溝、
6・・・・・・受溝の底面、8・・・・・・インサート
、10.11・・・・・・透孔、12・・・・・・スト
ッパー、13,18・・・・・・ボルト、14・・・・
・・偏心座板、15・・・・・・定型目地材、16・・
・・・・段部、17・・・・・・溝部。The drawings show an embodiment of the present invention; Fig. 1 is a front view of a U-shaped waterway block, Fig. 2 is a plan view of the block, Fig. 3 is a left side view of the block, and Fig. 4 is a diagram of the block. 5 is a front view of the joint portion of the same block, FIG. 6 is a sectional view taken along the line A--A in FIG. 5, and FIG. 7 is a perspective view of the connecting plate and the eccentric seat plate. 1...Block for U-shaped waterway, 2...End part, 3...Socket part, 4...Connection part, 5...... Communication plate, 7... Receiving groove,
6... Bottom of receiving groove, 8... Insert, 10.11... Through hole, 12... Stopper, 13, 18...・Bolt, 14...
...Eccentric seat plate, 15...Standard joint material, 16...
...Step part, 17...Groove part.
Claims (1)
15.15を挿入し、各ブロック1,1に当接させた連
絡プレート5を連絡プレート5の各端部の透孔10,1
1を通るボルト13.18によって該ブロック1,1に
締着するU溶水路用ブロックの接合構造であって、各ブ
ロック1の一方の端部にU形ソケット部3を形成し、各
ブロックの他方の端部2には端面2aより前記ソケット
部3の深さ相当分だけソケット部3側に位置をずらせて
、ソケット部3と符合した断面形状の連結部4を突設し
、該連結部4と前記ソケット部3の各外側面に受溝7,
7を設け、各受溝7,7の底面6,6に前記ボルト13
,18が螺子込まれるインサート8,8を埋設し、各ソ
ケット部3の外端面3aの開口周縁部に段部16を設け
、各ソケット部3の内端面3bに溝部17を設け、前記
連絡プレート5の一方の透孔11をブロック1長さ方向
の長孔とし、連絡プレート5には該透孔11の外側の部
位にストッパー12を突設し、一方のU溶水路用ブロッ
ク1,1の端部2を他方のU溶水路用ブロック1のソケ
ット部3に差込み、相連通させたソケット部3の受溝7
と連結部4の受溝7に連絡プレート5を嵌合し、該連絡
プレート5を各受溝7の底面6に密に当接させて前記ボ
ルト13.18で締着し、前記溝部17に装着した定型
目地材15を前記端部2の垂直な端面2aで押圧し、前
記段部16に装着し定型目地材15を前記連結部4の垂
直な端面4aで押圧し、前記透孔11を通るボルト18
に嵌合した偏心座板14の周面を前記ストッパー12の
側面に当接させたU溶水路用ブロックの接合構造。Two standard joint materials 15 and 15 are inserted between the two U-water channel blocks 1, 1, and the connecting plate 5 that is in contact with each block 1, 1 is inserted into the through hole 10 at each end of the connecting plate 5, 1
This is a joint structure of U-type weld channel blocks that are fastened to the blocks 1 and 1 by bolts 13 and 18 passing through the block 1, and a U-shaped socket part 3 is formed at one end of each block 1, and the U-shaped socket part 3 is formed at one end of each block 1. A connecting portion 4 having a cross-sectional shape matching that of the socket portion 3 is provided on the other end portion 2 so as to protrude from the end surface 2a by an amount corresponding to the depth of the socket portion 3 toward the socket portion 3. 4 and a receiving groove 7 on each outer surface of the socket portion 3,
7 is provided, and the bolt 13 is provided on the bottom surface 6, 6 of each receiving groove 7, 7.
. One of the through-holes 11 of 5 is a long hole in the length direction of the block 1, and a stopper 12 is provided protruding from the outside of the through-hole 11 on the communication plate 5. The end portion 2 is inserted into the socket portion 3 of the other U welding channel block 1, and the receiving groove 7 of the socket portion 3 is connected to the socket portion 3.
The connecting plate 5 is fitted into the receiving groove 7 of the connecting part 4, and the connecting plate 5 is brought into close contact with the bottom surface 6 of each receiving groove 7, and the bolts 13 and 18 are tightened. The installed standard joint material 15 is pressed with the vertical end surface 2a of the end portion 2, and the standard joint material 15 installed on the stepped portion 16 is pressed with the vertical end surface 4a of the connecting portion 4 to open the through hole 11. Passing bolt 18
A joint structure of a U-welcome channel block in which the circumferential surface of the eccentric seat plate 14 fitted into the stopper 12 is brought into contact with the side surface of the stopper 12.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1977051346U JPS607435Y2 (en) | 1977-04-25 | 1977-04-25 | Joint structure of U-shaped waterway block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1977051346U JPS607435Y2 (en) | 1977-04-25 | 1977-04-25 | Joint structure of U-shaped waterway block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS53146236U JPS53146236U (en) | 1978-11-17 |
| JPS607435Y2 true JPS607435Y2 (en) | 1985-03-12 |
Family
ID=28940530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1977051346U Expired JPS607435Y2 (en) | 1977-04-25 | 1977-04-25 | Joint structure of U-shaped waterway block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS607435Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2520990Y2 (en) * | 1989-11-02 | 1996-12-18 | 戸田建設株式会社 | Consolidation unit for dam audit gallery |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4832967U (en) * | 1971-08-21 | 1973-04-20 | ||
| JPS554884A (en) * | 1979-04-25 | 1980-01-14 | Hitachi Ltd | Slide switch |
-
1977
- 1977-04-25 JP JP1977051346U patent/JPS607435Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS53146236U (en) | 1978-11-17 |
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