JPH0542146Y2 - - Google Patents

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Publication number
JPH0542146Y2
JPH0542146Y2 JP1986107313U JP10731386U JPH0542146Y2 JP H0542146 Y2 JPH0542146 Y2 JP H0542146Y2 JP 1986107313 U JP1986107313 U JP 1986107313U JP 10731386 U JP10731386 U JP 10731386U JP H0542146 Y2 JPH0542146 Y2 JP H0542146Y2
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JP
Japan
Prior art keywords
underdrain
bolt
box
shaped
insertion 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 - Lifetime
Application number
JP1986107313U
Other languages
Japanese (ja)
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JPS6314681U (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
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Priority to JP1986107313U priority Critical patent/JPH0542146Y2/ja
Publication of JPS6314681U publication Critical patent/JPS6314681U/ja
Application granted granted Critical
Publication of JPH0542146Y2 publication Critical patent/JPH0542146Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 「産業上の利用分野」 本案はプレキヤストコンクリート箱形暗渠材
(ボツクスカルバート)に関するものである。
[Detailed description of the invention] "Industrial application field" This invention relates to a precast concrete box-shaped underdrain material (box culvert).

「従来の技術」 従来のプレキヤストコンクリート箱形暗渠材
(ボツクスカルバート)では凹凸目地に貼着する
シール材が接続端面から外側に突出していたため
接続作業時に凸目地が触れて同シール材が剥離し
易い欠陥があつた(実公昭59−41266号)。そして
接続暗渠材の締付けは長い鋼棒を用い複数個の暗
渠材をまとめて一度に連結してその両端で締付け
たので複数個の暗渠材の接続端面パツキン又はシ
ール材を圧縮させるための力は一端面を圧縮させ
るより大きな力が必要であり目地圧縮が均等に分
散しない。そのため施工時のジヤツキなど大掛り
ものが必要となる欠陥があつたし、最終端箱形暗
渠材の延長部に鋼棒挿通用空間を作るための無駄
なピツトを掘削しなければならない。又暗渠材の
内部中央部に締付用凹部を開口したので暗渠材の
上面からボルト締付けを行い得ないし、箱形暗渠
材の長さを比較的短く形成し、接続作業が煩雑化
するという問題があつた(特公昭52−17567号、
特公昭55−2498号、実公昭53−48513号、実開昭
61−94104号)。
``Conventional technology'' In conventional precast concrete box-shaped underdrain materials (box culverts), the sealant applied to the uneven joints protruded outward from the connection end face, so the sealant could come into contact with the convex joints during connection work and peel off. There was an easy defect (Utility Model Publication No. 59-41266). The connecting underdrain materials were tightened using long steel rods, and multiple underdrain materials were connected together at once and tightened at both ends, so the force required to compress the connecting end seals or seals of the multiple underdrain materials was A force larger than that required to compress one end face is required, and joint compression is not evenly distributed. As a result, there were defects that required large-scale work such as jacking during construction, and unnecessary pits had to be excavated to create a space for the steel rod insertion in the extension of the final box-shaped underdrain material. In addition, since a tightening recess is opened in the center of the underdrain material, bolts cannot be tightened from the top of the underdrain material, and the length of the box-shaped underdrain material is relatively short, making the connection work complicated. It was hot (Special Publication No. 52-17567,
Special Publication No. 55-2498, Jitko No. 53-48513, Jitsukaisho
61-94104).

「考案が解決しようとする課題」 本案は箱形暗渠材の長さを長く形成し得ると共
に施工時に接続端面シール材の剥離のおそれがな
く、端面接続用締付けに大掛りな設備を要せず各
接続部のシール材を簡便かつ均等に暗渠材の上面
(外面)から容易に締付け得るばかりでなくかつ
接続最終端箱形暗渠材の延長部にボルト挿入用ピ
ツトを最小限に抑制し又は無くすことを目的とす
る。
``Problems to be solved by the invention'' This invention allows the length of the box-shaped underdrain material to be made longer, and there is no risk of peeling of the connection end sealing material during construction, and large-scale equipment is not required for tightening the end connections. Not only can the sealing material of each connection part be easily and evenly tightened from the top (outer surface) of the underdrain material, but also the number of bolt insertion pits in the extension of the box-shaped underdrain material at the final end of the connection can be minimized or eliminated. The purpose is to

「課題を解決するための手段」 上記の目的を達成するため本案は コンクリート箱形暗渠材の接続両端面に凹凸目
地を形成し、内部4隅部に補強面を形成し、凹目
地内面に可撓シール材を設け、両端面接続用ボル
ト挿入孔を上記暗渠材の肉厚部に暗渠方向に穿設
し、該挿入孔の両端を上記接続両端面に開口し、
かつ同挿入孔に連通するボルトの締付用凹部を形
成してなるプレキヤスト箱形暗渠材において、上
記可撓シール材が凹目地内面に貼着され、かつ接
続端面から突出せず、かつ上記ボルト挿入孔を上
部両隅部補強面の間に介在するスラブ内に穿設
し、締付用凹部を該スラブの上面に上記挿入孔上
に2個開口し、ボルトの両端が接続状態の上記端
面の両側に設けられた上記凹部内に露出し、該ボ
ルトの長さが上記暗渠材の暗渠方向の長さよりも
小である箱形暗渠材 によつて構成される。
``Means for Solving the Problems'' In order to achieve the above purpose, this proposal forms uneven joints on both connecting end surfaces of concrete box-shaped underdrain materials, forms reinforcing surfaces at the four internal corners, and forms a reinforced surface on the inner surface of the concave joints. a flexible sealing material is provided, bolt insertion holes for connecting both end faces are bored in the thick part of the underdrain material in the direction of the underdrain, and both ends of the insertion holes are opened at both end faces of the connection;
In a precast box-shaped underdrain material formed with a recess for tightening a bolt that communicates with the insertion hole, the flexible sealing material is affixed to the inner surface of the recess, does not protrude from the connection end surface, and the bolt An insertion hole is bored in the slab interposed between the reinforcing surfaces at both upper corners, and two tightening recesses are opened on the upper surface of the slab above the insertion hole, and both ends of the bolt are connected to the end surface. The box-shaped underdrain material is exposed in the recesses provided on both sides of the underdrain material, and the length of the bolt is smaller than the length of the underdrain material in the underdrain direction.

「作用」 従つてプレキヤスト箱形暗渠材9の端面1を接
触させて端面1を接続させる際、可撓シール材5
が凹目地2内部にあつて端面1から突出していな
いため対向端面1に同シール材5が触れることな
く対向端面1が符合し凸目地3と凹目地2とが雌
雄係合し両目地2,3の間に圧縮変形して接続部
をシールする。対向端面1,1の符合前に端面接
続用挿入孔7,7内にボルト6を挿通しているた
め同ボルト6の両端はそれぞれ接続部の両側の締
付用凹部8,8内に露出し、両露出部に座金11
を介してナツト12を螺合し小ジヤツキ等でボル
ト6を牽引しその状態でナツト12を回動する等
の方法によつてボルト6を緊張させて上記シール
材5を圧縮させ対向端面1を接触し同暗渠材(ボ
ツクスカルバート)9を接続する。このボルト6
は同暗渠材9の少くとも上部において両隅部補強
面4,4の中間に介在する上部スラブ10に穿設
した上記挿入孔7,7に挿通され上記凹部8,8
が同暗渠材9の上面に開口しているためボルト6
の両端締付作業を該暗渠材9の上面において行う
ことができる。又このように接続した最終暗渠材
9では第3図に示すように挿入孔7,14内にボ
ルト6を挿入することによつて最終暗渠材9の埋
設空間以上の延長ピツトを掘削する必要がない。
"Function" Therefore, when the end surfaces 1 of the precast box-shaped underdrain material 9 are brought into contact and connected, the flexible sealing material 5
is located inside the concave joint 2 and does not protrude from the end face 1, so the opposite end face 1 aligns without the sealing material 5 touching the opposite end face 1, and the convex joint 3 and the concave joint 2 are engaged male-femally, and both joints 2, 3 to seal the joint by compression deformation. Since the bolt 6 is inserted into the end face connection insertion holes 7, 7 before the opposing end faces 1, 1 are aligned, both ends of the bolt 6 are exposed in the tightening recesses 8, 8 on both sides of the connection part, respectively. , washers 11 on both exposed parts
The bolt 6 is tightened by a method such as tightening the nut 12 with a small jack or the like and rotating the nut 12 in this state, compressing the sealing material 5 and sealing the opposite end surface 1. Contact and connect the same underdrain material (box culvert) 9. This bolt 6
are inserted into the insertion holes 7, 7 drilled in the upper slab 10 interposed between both corner reinforcing surfaces 4, 4 at least in the upper part of the underdrain material 9, and are inserted into the recesses 8, 8.
The bolt 6 is open on the top surface of the underdrain material 9.
The both ends tightening work can be performed on the upper surface of the underdrain material 9. In addition, with the final underdrain material 9 connected in this way, it is necessary to excavate an extension pit larger than the buried space of the final underdrain material 9 by inserting bolts 6 into the insertion holes 7 and 14 as shown in FIG. do not have.

「実施例」 プレキヤストコンクリートによる箱形暗渠材9
の内部4隅部には肉厚補強部4′を形成し同補強
部4′には傾斜補強面4が形成され、一倣の接続
端面1には凹目地2を形成し他方の接続端面1に
は凸目地3が形成され対向端面1,1を凹凸目地
2,3で係合させる。この凹目地2の内面には可
撓シール材5を接着剤で貼着し、同シール材5が
端面1の外側に突出しないように形成するもので
あつて同シール5はブチルゴム間にスポンジをサ
ンドイツチ状に挟持した可撓性密着剤によつて形
成すると良い。上記暗渠材9の上部補強面4,4
の中間に介在するスラブ10には端面接続用ボル
ト6の挿入孔7を暗渠方向に2条穿設し、同挿入
孔7に連通する上記ボルト6の締付用凹部8を上
記スラブ10の上面に同挿入孔7上に2個形成す
る。又下部両隅部の上記補強部4′,4′にも挿入
孔7を暗渠方向に穿設し、該補強部4′,4′の上
面にも挿入孔7に連通するボルト6の締付用凹部
8を同挿入孔7上に2個形成し、これらの4条の
挿入孔7の両端を接続両端面1,1に開口する。
上記ボルト6は第2図に示すように上記対向接続
端面1,1間の上記挿入孔7,7に挿通され、そ
の両端が上記対向接続端面1,1の両側の凹部
8,8内に露出する程度の長さであつて凹部8,
8内において座金11を介して締付用ナツト12
を暗渠材9の上面から螺合する(第2図)。又下
部両隅部のボルト6は暗渠材9の内部の補強面
4,4に開口した凹部8においてナツト12を螺
合する。螺合する場合はナツト12を動力レンチ
で締付けてボルト6を緊張させ或は小形ジヤツキ
で牽引して緊張させた状態においてナツト12を
回動させて同ジヤツキを除去し緊張状態を保持す
ることによつて対向端面1,1を接しかつ上記シ
ール材5を凹凸目地2,3間に圧縮し目地2,3
をシールすることができる。尚図中14で示すも
のはそれぞれの挿通孔7の中央部連通孔である。
"Example" Box-shaped underdrain material 9 made of precast concrete
A thick reinforcement part 4' is formed at the four inner corners of the 4', an inclined reinforcement surface 4 is formed on the reinforcement part 4', a concave joint 2 is formed on one connecting end face 1, and a concave joint 2 is formed on the other connecting end face 1. A convex joint 3 is formed on the surface, and the opposing end surfaces 1, 1 are engaged with each other by concave and convex joints 2, 3. A flexible sealing material 5 is attached to the inner surface of this concave joint 2 with adhesive so that the sealing material 5 does not protrude outside the end surface 1. It is preferable to form it by using a flexible adhesive sandwiched in the shape of a sandwich. Upper reinforcing surfaces 4, 4 of the above-mentioned underdrain material 9
Two insertion holes 7 for end face connection bolts 6 are bored in the direction of the underdrain in the slab 10 interposed in the middle of 2 are formed on the same insertion hole 7. Insertion holes 7 are also drilled in the reinforcing portions 4', 4' at both lower corners in the direction of the underdrain, and bolts 6 communicating with the insertion holes 7 are also tightened on the upper surfaces of the reinforcing portions 4', 4'. Two recesses 8 are formed on the insertion hole 7, and both ends of these four insertion holes 7 are opened to the connection end surfaces 1, 1.
As shown in FIG. 2, the bolt 6 is inserted into the insertion hole 7, 7 between the opposing connecting end surfaces 1, 1, and both ends thereof are exposed in the recesses 8, 8 on both sides of the opposing connecting end surfaces 1, 1. The length of the recess 8,
8 through the washer 11 and the tightening nut 12
are screwed together from the top surface of the underdrain material 9 (Fig. 2). Further, bolts 6 at both lower corners are screwed together with nuts 12 in recesses 8 opened in reinforcing surfaces 4, 4 inside the underdrain material 9. When screwing together, tighten the nut 12 with a power wrench to tension the bolt 6, or pull it with a small jack to maintain tension, then rotate the nut 12 to remove the jack and maintain the tension. Therefore, the opposing end surfaces 1 and 1 are brought into contact and the sealing material 5 is compressed between the uneven joints 2 and 3 to form the joints 2 and 3.
can be sealed. Note that the reference numeral 14 in the figure is a central communication hole of each insertion hole 7.

「考案の効果」 本案は上述のように構成したので箱形暗渠材接
続施工に際し可撓シール材の形状を簡略化し、こ
れを凹目地2内に貼着するのみで剥離脱落のおそ
れがなく、かつ同シール材の圧縮に大形緊張装置
を必要とせず簡単な装置で暗渠材9の上面から簡
便に暗渠材9,9を締付接続し得るしかつ均等に
締付接続し得るばかりでなく同暗渠材の最終端に
接続した箱形暗渠材の延長部にボルト挿入用の無
駄なビツトを掘削する必要がなく、かつ箱形暗渠
材の長さを長く形成し得て、接続施工部が少く工
期を短縮し得るという利点がある。
``Effects of the invention'' Since the present invention is constructed as described above, the shape of the flexible sealing material is simplified when connecting the box-shaped underdrain material, and by simply pasting it inside the recessed joint 2, there is no risk of it peeling off or falling off. Moreover, the underdrain materials 9, 9 can be easily tightened and connected from the top surface of the underdrain materials 9 with a simple device without requiring a large tension device to compress the sealing material, and not only can the underdrain materials 9, 9 be evenly tightened and connected. There is no need to drill unnecessary bits for inserting bolts into the extension of the box-shaped underdrain material connected to the final end of the same underdrain material, and the length of the box-shaped underdrain material can be made longer, so that the connection construction part can be It has the advantage of shortening the construction period.

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

第1図は本案の箱形暗渠材の接続状態を示す平
面図、第2図は第1図A−A線による拡大縦断面
図、第3図はボルト挿入前の状態の縦断面図、第
4図は上記暗渠材の正面図、第5図は目地接続状
態の拡大縦断面図、第6図は上記暗渠材の斜視図
である。 1……接続両端面、2,3……凹凸目地,4…
…補強面、5……可撓シール材、6……両端面接
続用ボルト、7……ボルト挿入孔、8……締付用
凹部、9……コンクリート箱形暗渠材。
Fig. 1 is a plan view showing the connected state of the box-shaped underdrain material of the present invention, Fig. 2 is an enlarged vertical cross-sectional view taken along the line A-A in Fig. 1, Fig. 3 is a longitudinal cross-sectional view of the state before bolt insertion, FIG. 4 is a front view of the underdrain material, FIG. 5 is an enlarged longitudinal sectional view of the joint connection state, and FIG. 6 is a perspective view of the underdrain material. 1... Connection both end faces, 2, 3... Uneven joint, 4...
... Reinforcement surface, 5 ... Flexible sealing material, 6 ... Bolt for connecting both end faces, 7 ... Bolt insertion hole, 8 ... Recess for tightening, 9 ... Concrete box-shaped underdrain material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート箱形暗渠材の接続両端面に凹凸目
地を形成し、内部4隅部に補強面を形成し、凹目
地内面に可撓シール材を設け、両端面接続用ボル
ト挿入孔を上記暗渠材の肉厚部に暗渠方向に穿設
し、該挿入孔の両端を上記接続両端面に開口し、
かつ同挿入孔に連通するボルトの締付用凹部を形
成してなるプレキヤスト箱形暗渠材において、上
記可撓シール材が凹目地内面に貼着され、かつ接
続端面から突出せず、かつ上記ボルト挿入孔を上
部両隅部補強面の間に介在するスラブ内に穿設
し、締付用凹部を該スラブの上面に上記挿入孔上
に2個開口し、ボルトの両端が接続状態の上記端
面の両側に設けられた上記凹部内に露出し、該ボ
ルトの長さが上記暗渠材の暗渠方向の長さよりも
小である箱形暗渠材。
Concave and convex joints are formed on both connecting end surfaces of the concrete box-shaped underdrain material, reinforcing surfaces are formed at the four internal corners, flexible sealing material is provided on the inner surface of the concave joint, and bolt insertion holes for connecting both end surfaces are formed on the underdrain material. A hole is drilled in the thick part in the direction of the underdrain, and both ends of the insertion hole are opened at both end faces of the connection,
In a precast box-shaped underdrain material formed with a recess for tightening a bolt that communicates with the insertion hole, the flexible sealing material is affixed to the inner surface of the recess, does not protrude from the connection end surface, and the bolt An insertion hole is bored in the slab interposed between the upper corner reinforcing surfaces, two tightening recesses are opened on the upper surface of the slab above the insertion hole, and both ends of the bolt are connected to the end surface. The box-shaped underdrain material is exposed in the recessed portions provided on both sides of the box-shaped underdrain material, and the length of the bolt is smaller than the length of the underdrain material in the underdrain direction.
JP1986107313U 1986-07-12 1986-07-12 Expired - Lifetime JPH0542146Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986107313U JPH0542146Y2 (en) 1986-07-12 1986-07-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986107313U JPH0542146Y2 (en) 1986-07-12 1986-07-12

Publications (2)

Publication Number Publication Date
JPS6314681U JPS6314681U (en) 1988-01-30
JPH0542146Y2 true JPH0542146Y2 (en) 1993-10-25

Family

ID=30983482

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986107313U Expired - Lifetime JPH0542146Y2 (en) 1986-07-12 1986-07-12

Country Status (1)

Country Link
JP (1) JPH0542146Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6095041A (en) * 1983-10-31 1985-05-28 豊田 襄 Water-proof connection of precast concrete product

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0437121Y2 (en) * 1984-11-26 1992-09-01

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6095041A (en) * 1983-10-31 1985-05-28 豊田 襄 Water-proof connection of precast concrete product

Also Published As

Publication number Publication date
JPS6314681U (en) 1988-01-30

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