JPS6326432Y2 - - Google Patents
Info
- Publication number
- JPS6326432Y2 JPS6326432Y2 JP1982031248U JP3124882U JPS6326432Y2 JP S6326432 Y2 JPS6326432 Y2 JP S6326432Y2 JP 1982031248 U JP1982031248 U JP 1982031248U JP 3124882 U JP3124882 U JP 3124882U JP S6326432 Y2 JPS6326432 Y2 JP S6326432Y2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- ark
- subcase
- water
- sand
- 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
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【考案の詳細な説明】
多量の水分を含む軟弱な地盤の改良工法として
ドレーン工法が知られている。陸上工事にあつて
は、地盤中に所望の間隔で砂杭、ペーパー・ドレ
ーン、プラスチツク・ドレーンなどのドレーンを
設置した後、地表を敷砂で覆い、更にその上に盛
土を載荷すれば、盛土の重力により地盤が圧迫さ
れて含有水分はドレーンを通して敷砂へ向つて駆
出される。また、ドレーンを設置した地面を気密
シートで覆い、シートの周辺は地中へ十分深く埋
没させた上でシート内を排気すれば、ドレーン内
が負圧になるために同様に効果的に地盤の含有水
分を駆出することができる。[Detailed explanation of the idea] The drain method is known as a method for improving soft ground that contains a large amount of moisture. For onshore construction, drains such as sand piles, paper drains, and plastic drains are installed at desired intervals in the ground, the ground surface is covered with bedding sand, and then embankment is placed on top of it. The ground is compressed by the gravity of the soil, and the moisture contained in the soil is forced out through the drain and toward the sand. In addition, if you cover the ground where the drain is installed with an airtight sheet, bury the area around the sheet deep enough into the ground, and then exhaust the inside of the sheet, negative pressure will be created inside the drain, which will effectively seal the ground. Contained moisture can be expelled.
しかし水底工事の場合は、敷砂の上に載荷盛土
を行つても、盛土と水との比重差が余り大きくな
いので、効果的に地盤を圧迫して含有水分を駆出
することができなかつた。しかし、他に適当な方
法が無いために専らこれに依存しており、そのた
めに地盤の不等沈下等の問題を生じていた。な
お、シートを使用する方法は、水底での施工が極
めて困難なために実用されていない。 However, in the case of underwater construction, even if a loaded embankment is placed on top of the sand, the difference in specific gravity between the embankment and water is not very large, so it is not possible to effectively compress the ground and drive out the moisture contained in it. Ta. However, since there are no other suitable methods, this method has been relied upon exclusively, which has led to problems such as uneven ground subsidence. Note that the method of using a sheet has not been put into practical use because it is extremely difficult to construct it at the bottom of the water.
この考案は、水底のドレーン工事において、地
盤の含有水分を効果的に駆出することを目的とす
る。 The purpose of this idea is to effectively expel moisture contained in the ground during underwater drainage construction.
この考案の作業船は、底面を欠除した気密な潜
函と、箱船とを有する。潜函からは上方へ向つて
複数本の支柱が伸延し箱船はこの支柱に支持され
た形になつている。そして箱船上には、支柱の上
方へ向つて箱船を吊上げたり、潜函を箱船に接近
するまで引上げるための巻上機と、潜函内を排水
するためのポンプと、これらの巻上機やポンプを
駆動するための原動機とが設置されている。 The work boat of this invention has an airtight submarine box with no bottom surface and an ark. Multiple pillars extend upward from the box, and the ark is supported by these pillars. On top of the ark, there is a hoisting machine for hoisting the ark above the pillars and for pulling the subcase close to the ark, a pump for draining the inside of the subcase, and these hoisting machines and pumps. A prime mover is installed to drive the motor.
以下、図示の実施例に基いてこの考案を説明す
る。 This invention will be explained below based on the illustrated embodiments.
1は潜函で、上壁と側壁だけからなり下面は開
放されており、外圧に耐えるよう補強梁(図示せ
ず)等によつて十分補強されている。潜函1の大
きさは任意であるが、1例を示せば25m×25m×
4mである。潜函1の上面には、4本の支柱2,
2が植立されている。 Reference numeral 1 denotes a submarine box, which consists of only an upper wall and side walls, has an open bottom surface, and is sufficiently reinforced with reinforcing beams (not shown) or the like to withstand external pressure. The size of the box 1 is arbitrary, but an example is 25m x 25m x
It is 4m. On the top of the box 1, there are four pillars 2,
2 have been planted.
3は箱船で、甲板から船底へ貫通する4個の垂
直孔4,4が設けられ、この垂直孔4,4に潜函
1の支柱2,2が挿入されている。甲板上には原
動機5、この原動機により駆動される排水ポンプ
6及び油圧ポンプ7、ポンプ7の油圧により駆動
される巻上機8,8等が設置されている。巻上機
8,8より伸延するワイヤロープ9,9は、支柱
2,2の上端及び潜函1の上面に結合され、排水
ポンプ6はホース10により潜函1の内部空間に
連通される。 3 is an ark, and four vertical holes 4, 4 penetrating from the deck to the bottom of the ship are provided, and the columns 2, 2 of the submersible 1 are inserted into these vertical holes 4, 4. On the deck, a prime mover 5, a drainage pump 6 and a hydraulic pump 7 driven by the prime mover, and hoisting machines 8, 8, etc. driven by the hydraulic pressure of the pump 7 are installed. Wire ropes 9 , 9 extending from the hoisting machines 8 , 8 are connected to the upper ends of the columns 2 , 2 and the upper surface of the subcase 1 , and the drain pump 6 is communicated with the internal space of the subcase 1 through a hose 10 .
次に、上述の作業船の用法を説明する。 Next, the usage of the above-mentioned work boat will be explained.
作業現場の水底11には、第2図に示すように
直径20〜50cm、長さ5〜20m程度の砂杭12,1
2…が1〜4m程度の間隔で予め設置され、かつ
敷砂13が1〜2mの厚さに敷設されている。作
業船は、第1図に示すように潜函1を箱船3の船
底近くまで引上げた状態で、作業現場へ曳航さ
れ、そこで巻上機8,8の運転により潜函1を下
降して敷砂13を囲むように水底に着座させる。
更に巻上機8,8を運転すると、箱船3は第2図
に示すように水面14の上方へ吊上げられ、箱船
3の重量によつて潜函1の天井が敷砂13の上面
を押圧する。これに加えてポンプ6を運転する
と、潜函1内が減圧されるために、水底地盤中の
含有水分は、砂杭12,12…を通して効果的に
駆出される。 As shown in Figure 2, sand piles 12,1 with a diameter of 20 to 50 cm and a length of 5 to 20 m are placed on the water bottom 11 of the work site.
2... are installed in advance at intervals of about 1 to 4 m, and the sand bed 13 is laid down to a thickness of 1 to 2 m. As shown in Fig. 1, the work boat is towed to the work site with the submersible 1 raised close to the bottom of the ark 3, and there, the submersible 1 is lowered by the operation of the hoisting machines 8, 8, and the sand 13 is lowered. sit on the bottom of the water, surrounding it.
When the hoisting machines 8, 8 are further operated, the ark 3 is hoisted above the water surface 14 as shown in FIG. In addition to this, when the pump 6 is operated, the pressure inside the submersible case 1 is reduced, so that the moisture contained in the underwater ground is effectively expelled through the sand piles 12, 12, . . .
上述の作業船は、砂杭工法だけでなく、ペーパ
ー・ドレーン工法やプラスチツク・ドレーン工法
などに対しても同様に有効であるばかりでなく、
水底の粘土層が薄い場合には、粘土層の表面から
直接駆水するのにも有効であり、その利用範囲は
極めて広い。 The workboat described above is not only effective not only for sand pile construction methods but also for paper drain construction methods, plastic drain construction methods, etc.
When the clay layer at the bottom of the water is thin, it is also effective for direct water supply from the surface of the clay layer, and its range of applications is extremely wide.
なお、箱船3を水面14の上方に吊上げるとき
は、上述のようにその重量を地盤の圧迫に利用で
きるばかりでなく、波浪により箱船3が動揺して
作業の妨げになるのを防ぐことができる。 In addition, when hoisting the ark 3 above the water surface 14, it is possible not only to use its weight to compress the ground as described above, but also to prevent the ark 3 from being shaken by waves and interfering with the work. can.
以上のように、この考案によるときは、従来陸
上作業に較べてその成果を上げるのが困難であつ
た水底における駆水による地盤改良を、能率よく
効果を向上させることができるので、水中土木技
術に寄与することが大きい。 As described above, with this invention, it is possible to efficiently improve the effectiveness of ground improvement by water pumping at the bottom of the water, which has been difficult to achieve results compared to land-based work. It has a large contribution to make.
図はこの考案を実施した作業船を示し、第1図
は移動時の縦断面図、第2図は作業時の縦断面図
である。
1……潜函、2……支柱、3……箱船(船体)、
5……原動機、6……排水ポンプ、8……巻上
機、9……ワイヤロープ、10……ホース。
The figures show a working boat in which this invention was implemented, with FIG. 1 being a longitudinal cross-sectional view during movement, and FIG. 2 being a longitudinal cross-sectional view during work. 1... Submarine, 2... Support, 3... Ark (hull),
5... Prime mover, 6... Drain pump, 8... Hoisting machine, 9... Wire rope, 10... Hose.
Claims (1)
いる潜函に複数本の垂直な支柱を植立し、これら
支柱に船体を昇降可能に支持させ、上記船体に上
記支柱に沿い上記船体を昇降させる巻上機を設
け、上記船体または上記潜函に上記潜函内を排水
するポンプを設けてなる地盤排水作業船。 A plurality of vertical supports are installed in a submersible having an airtight upper surface and side surfaces and an open bottom surface, the ship's body is supported by these supports so as to be able to be raised and lowered, and the ship's body is raised and lowered along the pillars. A ground drainage work boat comprising an upper machine and a pump provided in the hull or the subcase for draining the inside of the subcase.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3124882U JPS58134435U (en) | 1982-03-04 | 1982-03-04 | Ground drainage work boat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3124882U JPS58134435U (en) | 1982-03-04 | 1982-03-04 | Ground drainage work boat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58134435U JPS58134435U (en) | 1983-09-09 |
| JPS6326432Y2 true JPS6326432Y2 (en) | 1988-07-18 |
Family
ID=30042928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3124882U Granted JPS58134435U (en) | 1982-03-04 | 1982-03-04 | Ground drainage work boat |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58134435U (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0643691B2 (en) * | 1986-12-24 | 1994-06-08 | 大成建設株式会社 | Underwater ground improvement method and consolidation equipment |
| JP4996883B2 (en) * | 2006-05-19 | 2012-08-08 | 正佳 近藤 | Consolidation settlement method and loading equipment and work boat used for construction method. |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS536771B2 (en) * | 1973-05-30 | 1978-03-11 | ||
| JPS5114716A (en) * | 1974-07-27 | 1976-02-05 | Katsumi Sato | NENSEI DOSHITSUNANJAKUJIBANNO DOSHITSUANTEIKOHO |
-
1982
- 1982-03-04 JP JP3124882U patent/JPS58134435U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58134435U (en) | 1983-09-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| GB1453378A (en) | Method of constructing a submerged foundation and structure for carrying out the method | |
| ES8302153A1 (en) | Anchoring method and foundation device for a platform, especially a mobile one. | |
| CA1243494A (en) | Gravity type oceanic structure and its stable installation | |
| JPS6127235B2 (en) | ||
| JP4051666B2 (en) | Consolidation improvement method for water bottom soft ground. | |
| JPS6326432Y2 (en) | ||
| JP2001311136A (en) | Ground improvement structure and construction method | |
| JP2873764B2 (en) | How to improve super soft ground | |
| JP2002121754A (en) | Method for constructing underwater foundation | |
| GB1367881A (en) | Hydraulic engineering installations | |
| JP2718241B2 (en) | Foundation construction method on soft submarine ground | |
| JP4055184B2 (en) | Volume reduction method for water-bottom soft ground | |
| JPS58143023A (en) | Caisson for pile supporting type breakwater | |
| KR100368131B1 (en) | The dredged soil tender base for vaccum space formation and an early stage improved construction method and the floating mat slab | |
| GB2058181A (en) | Underwater Structure | |
| JPS61162634A (en) | Method and device of sinking steel plate cell for installation | |
| JP2004204524A (en) | Consolidation promoting landfill method and consolidation promoting landfill structure | |
| JP2689253B2 (en) | Workboat | |
| JP2021075864A (en) | Wind power generator caisson and floating method for the same | |
| JPS5930159B2 (en) | water treatment equipment | |
| GB2121854A (en) | Marine structure constructing method | |
| JPH0323689B2 (en) | ||
| JPS6029506Y2 (en) | dredging equipment | |
| JP2667489B2 (en) | Method and apparatus for forming bottom plate of casing shaft | |
| JPS6411765B2 (en) |