JPS5923076Y2 - channel fence culvert - Google Patents
channel fence culvertInfo
- 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
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
- 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.
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)
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.
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) |
-
1978
- 1978-03-02 JP JP1978025664U patent/JPS5923076Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS54131336U (en) | 1979-09-12 |
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