JPS583911Y2 - Connecting box conduit block - Google Patents
Connecting box conduit blockInfo
- Publication number
- JPS583911Y2 JPS583911Y2 JP3588379U JP3588379U JPS583911Y2 JP S583911 Y2 JPS583911 Y2 JP S583911Y2 JP 3588379 U JP3588379 U JP 3588379U JP 3588379 U JP3588379 U JP 3588379U JP S583911 Y2 JPS583911 Y2 JP S583911Y2
- Authority
- JP
- Japan
- Prior art keywords
- tightening
- block
- box
- holes
- conduit block
- 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
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】 本考案は連結用函渠ブロックに関する。[Detailed explanation of the idea] The present invention relates to a connecting box conduit block.
従来から下水道その他の通路を構築するに、コンクリー
ト製で両端開放の函渠ブロックを連結して構成する手段
が広く用いられている。BACKGROUND ART Conventionally, in constructing sewers and other passageways, a method of connecting concrete culvert blocks with both ends open has been widely used.
このブロックは、公知のように四隅部に鋼棒、PCスト
ランドワイヤ等の緊締材を挿通ずる貫孔が穿設されると
ともに四隅部内面に凹陥部が形成され、この凹陥部内で
前記緊締材を緊結して各ブロックと接合連結するように
なされている。As is known in the art, this block has through-holes at the four corners through which tightening materials such as steel rods and PC strand wires are inserted, and recesses are formed on the inner surfaces of the four corners, and the tightening materials are inserted into these recesses. It is designed to be tightly connected and connected to each block.
しかるに上記構成による従来の連結用函渠ブロックを用
いて函渠を構築する場合、この函渠ブロックを連続して
敷設した内部において、前記凹陥部内で緊締材を緊締す
る場合、内部には外光が入らないため暗所での作業とな
り、前記の緊締材の緊締作業が容易でなく、そのため別
途照明設備を導入して作業を行なうほかはないものであ
った。However, when constructing a box conduit using the conventional connecting box conduit block having the above structure, when tightening the tightening material in the recessed part inside the concave conduit blocks, there is no outside light inside. The work had to be done in a dark place because the light could not be accessed, and it was not easy to tighten the above-mentioned tightening materials, so the work had to be carried out using separate lighting equipment.
また上記緊締材の緊締作業は、函渠ブロックの四隅部で
行なう必要があるため、下側2個所はともかく、上側2
個所は上向き姿勢での作業となり、特に緊締材緊結後モ
ルタル等を充填する作業に至ってはきわめてやりにくい
ものとなり、作業性が頗る悪く、これにより作業能率が
著しく低下する原因となっていた。In addition, since the tightening work of the above-mentioned tightening materials needs to be carried out at the four corners of the box conduit block, it is necessary to tighten the tightening materials at the four corners of the box conduit block.
The work had to be done in an upward position, which made it extremely difficult to perform, especially the work of filling mortar etc. after tightening the fastening material, resulting in extremely poor workability and a significant drop in work efficiency.
本考案はこれに鑑み、連続して敷設される函渠ブロック
内における緊締材の緊結作業および凹陥部へのモルタル
等の充填作業の容易化を図り、もって作業能率の向上を
図った連結用函渠ブロックを提供することを目的として
なされたものである。In view of this, the present invention has been developed to provide a connecting box that facilitates the work of tightening the fastening materials in the box conduit blocks that are laid continuously and the work of filling mortar etc. into the recesses, thereby improving work efficiency. It was created for the purpose of providing drainage blocks.
上記目的を達成するため、本考案においては、前後両端
が開放されたコンクリート製函渠ブロックの四隅部に前
後端面に開口する緊締材挿通用貫孔を有するとともに四
隅部内面に緊締材緊締用凹陥部を有する函渠ブロックに
おいて、前記上側となる凹陥部には函渠ブロック外に開
口する透孔を連通して設け、下側となる凹陥部には排水
孔を連通して設けたことを特徴とするもので、前記透孔
により連続して敷設される内部に採光を与えると同時に
、緊締材緊締後のモルタル等のグラウト充填用通路とし
ての機能をもなさしめ、下部の排水孔により内部に溜る
水分の排出をなさしめ得るようにして目的を達成せしめ
たものである。In order to achieve the above object, in the present invention, a concrete box conduit block that is open at both front and rear ends has through-holes for inserting the tightening material that open at the front and rear end surfaces at the four corners, and recesses for tightening the tightening material on the inner surfaces of the four corners. A box conduit block having a section, characterized in that the upper recessed part is provided with a through hole opening to the outside of the box conduit block, and the lower recessed part is provided with a continuous drainage hole. The through holes provide daylight to the interior of the continuous construction, and at the same time, they also function as a passage for filling grout, such as mortar, after tightening the binding material, and the drainage holes at the bottom allow the interior to be drained. This purpose was achieved by making it possible to drain accumulated water.
以下、本考案を図面に示す実施例により説明する。The present invention will be explained below with reference to embodiments shown in the drawings.
函渠ブロック1の基本構成は、公知のものと同様に両端
が開放された中空角柱状のコンクリート製のもので、そ
の四隅部2,2・・・・・・は内面に肉盛りがされて対
角隅部の内面2aが平行になるように形成されており、
この隅部2,2・・・・・・には前後端面に開口する緊
締材挿通用貫孔3,3・・・・・・が穿設されている。The basic structure of the box conduit block 1 is a hollow prismatic concrete block with both ends open, similar to known ones, and its four corners 2, 2, . . . are padded on the inner surface. The inner surfaces 2a of the diagonal corners are formed to be parallel,
The corner portions 2, 2, . . . are provided with through holes 3, 3, .
また前記四隅部2,2・・・・・・の内面2a 、2
a・・・・・・には前後方向中央部に凹陥部4,4,5
.5が形成され、この凹陥部4,4,5.5の前後方向
端面には前記緊締材挿通用貫孔3,3・・・・・・が開
口されていて、該貫孔3,3・・・・・・に挿通される
鋼棒、PCストランドワイヤ等の緊締材6の端部6aを
露出させ、この端部6aのねじ部に座金7,7を介して
ナツト8,8を締付けることにより緊締材6,6を緊張
させて各函渠ブロック1の接合面を密着させ得るように
なっている。In addition, the inner surfaces 2a, 2 of the four corner portions 2, 2...
a... has concave portions 4, 4, 5 in the center in the front and back direction.
.. 5 is formed, and the through holes 3, 3, . Expose the end 6a of the tightening material 6, such as a steel rod or PC strand wire, to be inserted into the . This makes it possible to tighten the tightening members 6, 6 and bring the joint surfaces of each box conduit block 1 into close contact.
本考案においては、第1図および第2図に示すように、
上側に位置する凹陥部4,4の内底部には、須坂1aの
上面に開口する透孔9,9が穿設されており、下側に位
置する凹陥部5,5の内底面には底版1bの下面に貫通
する排水孔10.10が穿設されている。In the present invention, as shown in FIGS. 1 and 2,
The inner bottoms of the recesses 4, 4 located on the upper side are provided with through holes 9, 9 that open to the upper surface of the Suzaka 1a, and the inner bottoms of the recesses 5, 5 located on the lower side are provided with a bottom plate. A drainage hole 10.10 is drilled through the lower surface of 1b.
なお、前記透孔9,9は須坂1aの上面に開口すること
が好ましいが、側版1c、lcに開口させてもよい。The through holes 9, 9 are preferably opened in the upper surface of the suzaka 1a, but may be opened in the side plates 1c, lc.
つぎに前記函渠ブロック1を用いて連続した函渠を構築
する場合の構築方法について説明すると、第3図にその
一例を示しているように、前述の凹陥部4,4,5.5
を有する函渠ブロック1,1の間に凹陥部を有しないい
くつかの通常の函渠ブロック1’、1′・・・・・・を
介在させ、これら各函渠ブロック1゜1′・・・・・・
の緊締材挿通用貫孔3,3・・・・・・に緊締材6゜6
・・・・・・を挿通し、その端部5 a 、5 aを函
渠ブロック1の凹陥部4,4,5.5内に露出させ、こ
の端部6a、6aに座金7,7を介在してナツト8,8
を螺合し、これを締着することによって緊締材6,6を
緊張させ、各函渠ブロック1.1’・・・・・の各接合
面を圧着して水密に接続させる。Next, a construction method for constructing a continuous box ditch using the box ditch block 1 will be explained.As an example is shown in FIG.
A number of ordinary box ditch blocks 1', 1', .・・・・・・
Insert the tightening material 6゜6 into the through-hole 3, 3... for the insertion of the tightening material.
. . . and expose their ends 5 a , 5 a in the recesses 4 , 4 , 5.5 of the box conduit block 1 , and insert washers 7 , 7 into these ends 6 a , 6 a Natsuto intervenes 8,8
By screwing them together and tightening them, the tightening members 6, 6 are tensioned, and the joint surfaces of each box conduit block 1, 1', . . . are crimped to form a watertight connection.
この場合、上記接合面間に弾性材からなるパツキンを介
在させるか、あるいは隣接する函渠ブロック同士を凹凸
嵌合として水蜜性を確実ならしめるようにすることがで
きる。In this case, a packing made of an elastic material may be interposed between the joint surfaces, or adjacent box conduit blocks may be fitted with projections and recesses to ensure water tightness.
また前記緊締手段は、ナツト8,8に限らず、第5図に
示すように緊締材6.6の端部5a、5aに座金7,7
を介してグリップ11.11を嵌め、このグリップ11
.11により緊締材6.6を締結するようにしてもよい
。Further, the tightening means is not limited to the nuts 8, 8, but as shown in FIG.
Fit the grip 11.11 through the grip 11.
.. 11 may be used to fasten the tightening member 6.6.
ついで前記凹陥部4,4,5.5内にモルタル等のグラ
ウト充填を行なうが、下側に位置する凹陥部5゜5へは
函渠ブロック1内から各緊締材挿通用貫孔3.3内にモ
ルタル注入用パイプ12.12の先端を差込み、また上
側に位置する凹陥部4,4については、函渠ブロック1
の須坂1a上に開口する透孔9,9からモルタル注入用
パイプ12.12を挿入し、このパイプ12.12の先
端を同様に緊締材挿通用貫孔3.3内に差込んでそれぞ
れモルタルの注入を行なう。Next, the recesses 4, 4, 5.5 are filled with grout such as mortar, and the through-holes 3.3 for each tightening material insertion are made from inside the box conduit block 1 to the recesses 5.5 located on the lower side. Insert the tip of the mortar injection pipe 12.
Insert the mortar injection pipes 12.12 through the through holes 9, 9 opened on the Suzaka 1a of injection.
なお、この場合、透孔9,9の内面−側にモルタル注入
用パイプ12.12を保持するための嵌入溝13.13
を形成しておけば、該パイプ12.12の安定保持をな
さしめることができる。In this case, a fitting groove 13.13 for holding the mortar injection pipe 12.12 is provided on the inner side of the through holes 9, 9.
If this is formed, the pipes 12 and 12 can be held stably.
上記の諸作業を行なうとき、函渠ブロック1内へは須坂
1aに開口する透孔9,9を通じ外光が入射するので、
特別に照明設備を導入せずとも明るい環境下において作
業を進めることができる。When performing the above-mentioned operations, external light enters into the box conduit block 1 through the through holes 9, 9 opened in the Suzaka 1a.
Work can be carried out in a bright environment without the need for special lighting equipment.
前記貫孔3,3内へのモルタルの注入が完了したのち、
各凹陥部4,4,5.5内にモルタルを充填して前記の
緊締材6,6の端部5 a 、5 aおよびこれを緊結
するナツト8,8またはグリップ11.11等を埋める
が、このとき下側の凹陥部5,5へは前記透孔9.9か
らの採光によって明るい環境下で容易に行なえ、また上
側の凹陥部4,4へのモルタルの充填は、第6図示のよ
うに凹陥部4,4の開口面に型枠14を当てがっておき
、前記透孔9,9がらモルタルを充填すれば、函渠ブロ
ック1内で、しかも上向きの不自然な姿勢による作業を
全く行なうことなしにモルタルを確実に充填することが
できる。After the injection of mortar into the through holes 3, 3 is completed,
Each concave portion 4, 4, 5.5 is filled with mortar to fill the end portions 5a, 5a of the tightening members 6, 6 and the nuts 8, 8 or grips 11, 11, etc. that tighten them. At this time, the lower concave portions 5, 5 can be easily filled in a bright environment due to the sunlight coming through the through holes 9.9, and the upper concave portions 4, 4 can be filled with mortar as shown in FIG. By applying the formwork 14 to the opening surfaces of the concave portions 4, 4 and filling the through holes 9, 9 with mortar as shown in FIG. It is possible to reliably fill mortar without having to carry out any process.
なお下側の凹陥部5,5は、排水孔10.10が連通さ
れているため内部に水が溜ってモルタル充填に支障をき
たすことがない。Note that since the lower concave portions 5, 5 are connected to the drainage holes 10, 10, water does not accumulate therein and impede filling with mortar.
以上説明したように、本考案は、函渠ブロックの四隅部
内面に形成される凹陥部のうち、上側に位置する凹陥部
には函渠ブロック外に開口する透孔を形成したので、連
続して敷設された函渠ブロック内での緊締材の締結作業
や緊締材挿通用貫孔内へのグラウト充填作業等の諸作業
時に、前記透孔から外光が採光されるので特別な照明設
備を別途導入する必要がなく、シたがってその作業が容
易に行なえる効果がある。As explained above, in the present invention, among the recesses formed on the inner surface of the four corners of the box conduit block, a through hole that opens to the outside of the box conduit block is formed in the recess located at the upper side, so that the conduit block is continuous. During various operations such as fastening fasteners in a box conduit block that has been laid or filling grout into the through-holes for inserting the fasteners, special lighting equipment is required as outside light is brought in through the through-holes. There is no need to separately introduce the system, and therefore the work can be easily performed.
また前記凹陥部へのモルタル等の充填時には、透孔を通
し函渠ブロック外から行なえるので、函渠ブロック内に
おいて不自然な姿勢の下に充填作業を行なうような煩わ
しさが一挙に解消され、作業能率を大巾に向上すること
ができる。Furthermore, when filling the recess with mortar, etc., it can be done from outside the box culvert block through the through hole, which eliminates the hassle of filling in an unnatural position inside the box culvert block. , work efficiency can be greatly improved.
第1図は本考案に係る函渠ブロックの一実施例を示す外
観斜視図、第2図は同断面図、第3図は函渠ブロックの
接続構成例を示す側面図、第4図は同緊締材緊結部の拡
大断面図、第5図は同地の緊結手段を示す第4図相当図
、第6図は上側の凹陥部へのグラウト充填時の状態を示
す一部の断面図である。
1・・・・・・函渠ブロック、2・・・・・・隅部、3
・・・・・・緊締材挿通用貫孔、4,5・・・・・・凹
陥部、6・・・・・・緊締材、7・・・・・・座金、8
・・・・・・ナツト、9・・・・・・透孔、10・・・
・・・排水孔、11・・・・・・グリップ、12・・・
・・・モルタル注入用パイプ。Fig. 1 is an external perspective view showing an embodiment of a box conduit block according to the present invention, Fig. 2 is a sectional view thereof, Fig. 3 is a side view showing an example of the connection configuration of the box conduit block, and Fig. 4 is the same. FIG. 5 is an enlarged cross-sectional view of the tightening part of the tightening material, FIG. 5 is a view corresponding to FIG. 4 showing the tightening means at the same place, and FIG. 6 is a partial cross-sectional view showing the state when the upper recess is filled with grout. . 1...Box ditch block, 2...Corner, 3
...Through hole for inserting tightening material, 4, 5... Recessed portion, 6...Tightening material, 7... Washer, 8
...Natsuto, 9...Through hole, 10...
...Drain hole, 11...Grip, 12...
...Mortar injection pipe.
Claims (1)
隅部に前後方向に貫通する緊締材挿通用貫孔を穿設する
とともに四隅部内面に緊締材緊締用凹陥部を形成して該
凹陥部に前記緊締材挿通用貫孔を開口し、上側となる凹
陥部には函渠ブロック外に開口する透孔を連通して設け
るとともに下側となる凹陥部には排水孔を連通して設け
てなる連結用函渠ブロック。Through-holes for inserting the tightening material that penetrate in the front and rear direction are bored in the four corners of a concrete box conduit block that is open at both front and rear ends, and recesses for tightening the tightening material are formed on the inner surfaces of the four corners, and the recesses are filled with the A connection in which a through hole for the insertion of a tightening material is opened, a through hole that opens to the outside of the box conduit block is provided in communication with the recessed part on the upper side, and a drainage hole is provided in communication with the recessed part on the lower side. Utility box ditch block.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3588379U JPS583911Y2 (en) | 1979-03-20 | 1979-03-20 | Connecting box conduit block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3588379U JPS583911Y2 (en) | 1979-03-20 | 1979-03-20 | Connecting box conduit block |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS55136882U JPS55136882U (en) | 1980-09-29 |
JPS583911Y2 true JPS583911Y2 (en) | 1983-01-22 |
Family
ID=28895999
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3588379U Expired JPS583911Y2 (en) | 1979-03-20 | 1979-03-20 | Connecting box conduit block |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS583911Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0794796B2 (en) * | 1989-10-26 | 1995-10-11 | 戸田建設株式会社 | Underground structure segment |
JP2712006B2 (en) * | 1995-06-23 | 1998-02-10 | 旭コンクリート工業株式会社 | Precast concrete block and connecting method thereof |
-
1979
- 1979-03-20 JP JP3588379U patent/JPS583911Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS55136882U (en) | 1980-09-29 |
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