JPS5923076Y2 - channel fence culvert - Google Patents

channel fence culvert

Info

Publication number
JPS5923076Y2
JPS5923076Y2 JP1978025664U JP2566478U JPS5923076Y2 JP S5923076 Y2 JPS5923076 Y2 JP S5923076Y2 JP 1978025664 U JP1978025664 U JP 1978025664U JP 2566478 U JP2566478 U JP 2566478U JP S5923076 Y2 JPS5923076 Y2 JP S5923076Y2
Authority
JP
Japan
Prior art keywords
steel
channel
bottom frame
frame rod
culvert
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
JP1978025664U
Other languages
Japanese (ja)
Other versions
JPS54131336U (en
Inventor
芳之助 伊藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nihon Kikai Kogyo Co Ltd
Original Assignee
Nihon Kikai Kogyo Co Ltd
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 by Nihon Kikai Kogyo Co Ltd filed Critical Nihon Kikai Kogyo Co Ltd
Priority to JP1978025664U priority Critical patent/JPS5923076Y2/en
Publication of JPS54131336U publication Critical patent/JPS54131336U/ja
Application granted granted Critical
Publication of JPS5923076Y2 publication Critical patent/JPS5923076Y2/en
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Fencing (AREA)

Description

【考案の詳細な説明】 この考案は、用水路や排水路を構成するための組立式溝
形柵渠に関するものである。
[Detailed description of the invention] This invention relates to a prefabricated channel-shaped fence culvert for constructing irrigation channels and drainage channels.

次にこの考案を図示の例によって詳細に説明する。Next, this invention will be explained in detail using illustrated examples.

第1図ないし第5図はこの考案の一実施例を示すもので
あって、前方および後方に開口すると共に上下方向に延
長する係止溝1を有する左右1対のH形鋼製縦枠杆2の
下端部が45°の角度で斜断され、かつ左右方向に延長
するH形鋼からなる底部枠杆3の両端部も45°の角度
で斜断され、底部枠杆3の両端の斜断部に前記縦枠杆2
の下端の斜断部が突き合わされて溶接により固着される
ことにより倒コ字状の鋼製溝形枠4が構成されている。
Figures 1 to 5 show an embodiment of this invention, in which a pair of left and right H-beam vertical frame rods each have a locking groove 1 that opens in the front and rear and extends in the vertical direction. The lower end of the bottom frame rod 2 is cut at an angle of 45 degrees, and both ends of the bottom frame rod 3 made of H-shaped steel extending in the left-right direction are also cut at an angle of 45 degrees. The vertical frame rod 2 is attached to the section.
An inverted U-shaped steel channel frame 4 is constructed by abutting the diagonal sections of the lower ends and fixing them by welding.

このように構成された多数の溝形枠4は地盤に掘削形成
された溝内において前後方向に所定間隔で配置され、か
つ前記底部枠杆3の左右両側部分は、それよりも広巾す
なわち底部枠杆3のフランジ巾よりも大きい前後方向長
さを有する鋼製原盤5の中間部に対し前後方向に移動し
ないように着脱自在に嵌合載置され、また前記圧盤5は
その前部および後部において下向きに突出する移動防止
用突出部7を有し、その突出部7は地盤に突き挿される
A large number of groove-shaped frames 4 configured in this manner are arranged at predetermined intervals in the front and back direction in a groove excavated and formed in the ground, and the left and right sides of the bottom frame rod 3 are wider than the bottom frame rod 3. The platen 5 is removably fitted to the middle part of a steel master disk 5 having a longitudinal length larger than the flange width of the rod 3 so as not to move in the longitudinal direction. It has a movement prevention protrusion 7 that protrudes downward, and the protrusion 7 is inserted into the ground.

前後方向に隣り合う縦枠杆2にわたって延長するように
配置される多数のプレキャストコンクリート製土止板6
の端部は、各縦枠杆2の係止溝1に上方から順次落し込
みにより挿入されて、縦枠杆2の内側フランジに係合さ
れ、前記土止板6の外側には土砂8が埋戻される。
A large number of precast concrete earth stop plates 6 arranged to extend across vertical frame rods 2 adjacent in the front-back direction
The end portions of the vertical frame rods 2 are inserted into the locking grooves 1 of each vertical frame rod 2 by falling in order from above, and are engaged with the inner flanges of the vertical frame rods 2, and the earth and sand 8 are placed on the outside of the earth stop plate 6. It will be backfilled.

第5図は鋼製原盤5を示すものであって、水平な鋼板9
の下面の前後両側に左右方向に延長するV溝形の鋼製突
出部7か溶接により固着され、かつ前記鋼板9の中間部
の上面には、前後方向に間隔をおいて配置された1対の
鋼板製係止片10の下部が溶接により固着されている。
FIG. 5 shows a steel master 5, in which a horizontal steel plate 9
V-shaped steel protrusions 7 extending in the left-right direction on both front and rear sides of the lower surface are fixed by welding, and on the upper surface of the intermediate portion of the steel plate 9, a pair of The lower part of the steel plate locking piece 10 is fixed by welding.

第6図ないし第8図は鋼製原盤5の他の例を示すもので
あって、第6図の場合は水平な鋼板9の下面に、左右方
向に延長する多数の断面逆台形の鋼製突出部7が溶接に
より固着され、第7図の場合は1枚の水平な鋼板9の前
後両側が下向きに屈曲されて突出部7が形成され、また
第8図の場合は1枚の水平な鋼板9の左右両側が下向き
に屈曲されて移動防止兼補強用突出部11が形成されて
いるか、その他の構成は第5図の場合と同様である。
6 to 8 show other examples of the steel master disk 5. In the case of FIG. 6, a large number of steel plates with an inverted trapezoid cross section extending in the left and right direction are provided on the lower surface of a horizontal steel plate 9. The protrusion 7 is fixed by welding, and in the case of Fig. 7, the front and back sides of a horizontal steel plate 9 are bent downward to form the protrusion 7, and in the case of Fig. 8, the protrusion 7 is formed by a horizontal steel plate 9. The left and right sides of the steel plate 9 are bent downward to form movement-preventing and reinforcing protrusions 11, and the other configurations are the same as in the case of FIG. 5.

なおこの考案を実施する場合、前記底部枠杆3としては
H形鋼以外の形鋼を使用してもよい。
Note that when implementing this invention, a steel section other than H section steel may be used as the bottom frame rod 3.

また底部枠杆2の長手方向の中間部をも前述のような原
盤5に嵌合載置してもよい。
Further, the longitudinally intermediate portion of the bottom frame rod 2 may also be fitted and placed on the master disk 5 as described above.

この考案によれば、多数の鋼製溝形枠4を前後方向に間
隔をおいて配置すると共に、その溝形枠4における底部
枠杆3の左右両側部分を、それぞれ広巾の鋼製床盤5の
中間部に設けられた一対の係止片10の間に嵌入載置し
、かつ前後方向に隣り合う縦枠杆2にわたって延長する
土止板6の端部を前記縦枠杆2の係止溝1に挿入係止す
るという簡単な作業を行なうことにより、水路用溝形柵
渠を容易にかつ迅速に組立設置することができ、さらに
溝形枠4における底部枠杆3の左右両側部分は広い面積
の鋼製床盤5により支承されているので、比較的軟弱な
地盤に溝形柵渠を設置した場合でも、溝形枠4の沈下を
防止するかまたは少なく抑えて、溝形柵渠を所定のレベ
ルに安定状態で設置しておくことができ、しかも溝形枠
4と原盤5とは着脱自在に嵌合されているので、それら
を分離して嵩張らないようにして運搬および保管するこ
とができると共に、底部枠杆3を原盤5の所定位置に正
しく載置してその位置に保持しておくことができ、また
溝形枠4は鋼製であるので著しく強固である等の効果が
得られる。
According to this invention, a large number of steel channel frames 4 are arranged at intervals in the front-rear direction, and the left and right sides of the bottom frame rod 3 of the channel frames 4 are respectively connected to wide steel floor plates 5. The ends of the retaining plates 6, which are fitted and placed between a pair of locking pieces 10 provided in the middle of the vertical frame rods 2 and which extend across the vertical frame rods 2 adjacent to each other in the front-rear direction, are used to lock the vertical frame rods 2. By performing the simple operation of inserting and locking into the groove 1, the channel-type fence culvert for waterways can be assembled and installed easily and quickly. Since it is supported by a steel floor plate 5 with a wide area, even when the trench fence culvert is installed on relatively soft ground, the sinking of the trench frame 4 can be prevented or minimized, and the trench fence culvert can be installed on relatively soft ground. can be stably installed at a predetermined level, and since the channel frame 4 and master disc 5 are removably fitted, they can be transported and stored separately to avoid bulk. In addition, the bottom frame rod 3 can be correctly placed and held at a predetermined position on the master 5, and since the channel frame 4 is made of steel, it is extremely strong. is obtained.

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

第1図ないし第5図はこの考案の一実施例を示すもので
あって、第1図は溝形柵渠の斜視図、第2図はその一部
を示す平面図、第3図は溝形枠の斜視図、第4図はその
正面図、第5図は原盤の斜視図である。 第6図ないし第8図は原盤の他の例を示す斜視図である
。 図において、1は係止溝、2は鋼製縦枠杆、3は鋼製底
部枠杆、4な溝形枠、5は鋼製床盤、6は土止板、7は
移動防止用突出部、10は鋼板製係止片、11は移動防
止兼補強用突出部である。
Figures 1 to 5 show an embodiment of this invention, in which Figure 1 is a perspective view of a channel-shaped fence culvert, Figure 2 is a plan view showing a part of it, and Figure 3 is a groove-shaped fence culvert. FIG. 4 is a perspective view of the frame, FIG. 4 is a front view thereof, and FIG. 5 is a perspective view of the master. 6 to 8 are perspective views showing other examples of master discs. In the figure, 1 is a locking groove, 2 is a steel vertical frame rod, 3 is a steel bottom frame rod, 4 is a channel frame, 5 is a steel floor plate, 6 is a retaining plate, and 7 is a protrusion for preventing movement. 10 is a locking piece made of a steel plate, and 11 is a movement prevention and reinforcing protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 前後方向に開口する係止溝1を有する左右1対の鋼製縦
枠杆2の下端部が左右方向に延長する鋼製底部枠杆3の
両端部に固定されて鋼製溝形枠4が構成され、このよう
に構成された多数の溝形枠4が前後方向に間隔をおいて
配置され、前記底部枠杆3の左右両側部分は、それぞれ
底部枠杆3の巾よりも広巾の鋼製原盤5の中間部に設け
られた一対の係止片10の間に嵌入載置され、前後方向
に隣り合う縦枠杆2にわたって延長するように配置され
た土止板6の端部は前記係止溝1に挿入係止されている
ことを特徴とする溝形柵渠。
The lower end portions of a pair of left and right vertical steel frame rods 2 having locking grooves 1 opening in the front-rear direction are fixed to both ends of a steel bottom frame rod 3 extending in the left-right direction to form a steel channel frame 4. A large number of groove-shaped frames 4 configured in this manner are arranged at intervals in the front-rear direction, and the left and right sides of the bottom frame rod 3 are each made of steel and have a width wider than the width of the bottom frame rod 3. The end of the retaining plate 6, which is fitted and placed between a pair of locking pieces 10 provided in the middle part of the master disk 5 and extends across vertical frame rods 2 adjacent to each other in the front-rear direction, is connected to the locking piece 10. A channel-shaped fence culvert characterized by being inserted and locked in a stop groove 1.
JP1978025664U 1978-03-02 1978-03-02 channel fence culvert Expired JPS5923076Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978025664U JPS5923076Y2 (en) 1978-03-02 1978-03-02 channel fence culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978025664U JPS5923076Y2 (en) 1978-03-02 1978-03-02 channel fence culvert

Publications (2)

Publication Number Publication Date
JPS54131336U JPS54131336U (en) 1979-09-12
JPS5923076Y2 true JPS5923076Y2 (en) 1984-07-10

Family

ID=28866461

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978025664U Expired JPS5923076Y2 (en) 1978-03-02 1978-03-02 channel fence culvert

Country Status (1)

Country Link
JP (1) JPS5923076Y2 (en)

Also Published As

Publication number Publication date
JPS54131336U (en) 1979-09-12

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