JPH044036Y2 - - Google Patents

Info

Publication number
JPH044036Y2
JPH044036Y2 JP8176686U JP8176686U JPH044036Y2 JP H044036 Y2 JPH044036 Y2 JP H044036Y2 JP 8176686 U JP8176686 U JP 8176686U JP 8176686 U JP8176686 U JP 8176686U JP H044036 Y2 JPH044036 Y2 JP H044036Y2
Authority
JP
Japan
Prior art keywords
caisson
mat
asphalt
underwater
space
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
JP8176686U
Other languages
Japanese (ja)
Other versions
JPS62196241U (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
Publication date
Application filed filed Critical
Priority to JP8176686U priority Critical patent/JPH044036Y2/ja
Publication of JPS62196241U publication Critical patent/JPS62196241U/ja
Application granted granted Critical
Publication of JPH044036Y2 publication Critical patent/JPH044036Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は水深構造物に対するいわゆる例えばア
スフアルト等のマツト、換言すればケーソンの滑
動防止、バキユームカツト材に関するものであ
る。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to so-called mats such as asphalt for underwater structures, in other words, to prevent caissons from slipping, and to vacuum cut materials.

〔従来の技術および考案が解決すべき問題点〕[Problems to be solved by conventional techniques and ideas]

従来防波堤等構造物に作用する外力の大きい水
中構造物を構築する場合、水中構造物の滑動防止
対策として水中基礎マウンド上にアスフアルトマ
ツトを布設し、その上にケーソン等の構造を置く
ようにしている。
Conventionally, when constructing an underwater structure such as a breakwater where large external forces act on the structure, asphalt pine is laid on the underwater foundation mound and structures such as caissons are placed on top of it as a measure to prevent the underwater structure from sliding. There is.

そこで、アスフアルトマツトを水中マウンド上
に布設する場合、第1図に示したようにマツト1
は平坦構造のためマウンド2の不陸になじみ凹凸
状に布設されることになる。
Therefore, when laying asphalt pine on an underwater mound, the pine 1
Since it has a flat structure, it adapts to the unevenness of the mound 2 and is laid in an uneven pattern.

この凹凸状に布設されたマツト1の上にケーソ
ン等の構造物3を置くと、ケーソンが剛性構造の
ため、ケーソン3とマツト1の間に局部的な閉じ
込められた空間4が生ずる。この空間4の中の水
は矢印で示したようにマツト1を押し下げる力と
なる。このため反力として矢印上向方向の水圧を
ケーソン3はうけ、局部的には押し上げる力、即
ちケーソン3を浮かせようとする力を受けること
になる。
When a structure 3 such as a caisson is placed on top of the mat 1 laid in an uneven pattern, a locally confined space 4 is created between the caisson 3 and the mat 1 because the caisson has a rigid structure. The water in this space 4 acts as a force to push down the mat 1 as shown by the arrow. Therefore, the caisson 3 receives a water pressure in the upward direction of the arrow as a reaction force, and locally receives a pushing force, that is, a force that tries to make the caisson 3 float.

更に又、局部的とは言え、このような空間4が
ケーソン3とマツト1との間に存在することはマ
ツト1を布設する目的である所のケーソンの滑動
防止力(摩擦係数の増大)を低下させることにな
り好ましくない。
Furthermore, although it is local, the existence of such a space 4 between the caisson 3 and the mat 1 reduces the anti-slip force (increase in the coefficient of friction) of the caisson where the mat 1 is installed. This is undesirable as it causes a decrease in the temperature.

さらに、水中構造物を軟弱地盤上に直接沈設し
た場合、水底地盤と水中構造物が接触し、バキユ
ーム効果が発生し、水中構造物を吊上げ、撤去し
ようとするとき、水中構造物に水底地盤が密着
し、吊上げることが出来なくなるため、不要にな
つた水中構造物の撤去が出来なくなり、これを撤
去するために多大な費用を必要とし、好ましくな
い。
Furthermore, if an underwater structure is directly sunk on soft ground, the underwater structure will come into contact with the underwater structure, creating a vacuum effect. Since the underwater structure is stuck tightly and cannot be lifted, it becomes impossible to remove the underwater structure that is no longer needed, and a large amount of cost is required to remove it, which is undesirable.

本考案はこのような問題を解決するために考案
されたものである。
The present invention was devised to solve such problems.

〔問題点を解決するための手段〕[Means for solving problems]

本考案の要旨とする所はケーソン等の構造物を
載置するためのアスフアルト,ゴム又は合成樹脂
等の材質を用いた可塑性のマツトの1部又は全部
に水抜用の孔を多数配設したことを特徴とするケ
ーソンの滑動防止、バキユームカツト材に存する
ものである。
The gist of this invention is that a large number of drainage holes are provided in part or all of a plastic mat made of asphalt, rubber, or synthetic resin, on which structures such as caissons are placed. The caisson's sliding prevention feature is characterized by the fact that it is made of vacuum cut material.

上記の水抜き用孔はマツトの製作工程において
予め成型することによつてその目的を達成するこ
とができる。
The purpose of the water drainage holes can be achieved by forming them in advance during the mat manufacturing process.

〔実施例〕〔Example〕

第2図に示すようにアスフアルト,ゴム又は合
成樹脂を用いた可塑性のマツト1に夫々上下に貫
通している水抜き用孔5が配設されている。
As shown in FIG. 2, drainage holes 5 are provided in a plastic mat 1 made of asphalt, rubber, or synthetic resin, penetrating vertically.

これにより第1図に空間4に閉じ込められた水
はこの孔5を通して外部に通じているので、この
空間4の水圧は除去され全て静水圧分布とするこ
とができる。
As a result, the water confined in the space 4 shown in FIG. 1 is communicated to the outside through the hole 5, so that the water pressure in the space 4 is removed and a hydrostatic pressure distribution can be achieved.

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

第1図はケーソンの下に布設するマツトが水圧
を受ける機構を示した説明図、第2図イ,ロ,ハ
は本考案の実施例に係わるマツトの平面図、横断
面図および縦断面図である。 1……マツト、2……マウンド、3……ケーソ
ン、4……空間、5……水抜き用孔。
Fig. 1 is an explanatory diagram showing the mechanism by which a pine installed under a caisson receives water pressure, and Fig. 2 A, B, and C are a plan view, a cross-sectional view, and a longitudinal sectional view of the pine according to the embodiment of the present invention. It is. 1...Matsu, 2...Mound, 3...Caisson, 4...Space, 5...Drainage hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ケーソン等の構造物を載置するためのアスフア
ルト,ゴム又は合成樹脂等の材質を用いた可塑性
のマツトの1部又は全部に水抜用の孔を多数配設
したことを特徴とするケーソンの滑動防止、バキ
ユームカツト材。
Prevention of slipping of a caisson, which is characterized by having a large number of holes for draining water in part or all of a plastic mat made of asphalt, rubber, or synthetic resin, on which a structure such as a caisson is placed. , Bakyum cut wood.
JP8176686U 1986-05-29 1986-05-29 Expired JPH044036Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8176686U JPH044036Y2 (en) 1986-05-29 1986-05-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8176686U JPH044036Y2 (en) 1986-05-29 1986-05-29

Publications (2)

Publication Number Publication Date
JPS62196241U JPS62196241U (en) 1987-12-14
JPH044036Y2 true JPH044036Y2 (en) 1992-02-06

Family

ID=30933800

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8176686U Expired JPH044036Y2 (en) 1986-05-29 1986-05-29

Country Status (1)

Country Link
JP (1) JPH044036Y2 (en)

Also Published As

Publication number Publication date
JPS62196241U (en) 1987-12-14

Similar Documents

Publication Publication Date Title
US4309855A (en) Wall drainage system
GB2080361A (en) Flooring slab
US11725399B1 (en) Flooring underlayment
US2948993A (en) Drain construction for walls
US4760674A (en) Apparatus for and method of constructing an improved foundation structure
KR200383509Y1 (en) Anti-dewing drain board
US2196807A (en) Waterproof covering roofs, etc.
KR920004623B1 (en) Foundations and constructions for timber buildings
CA2393240A1 (en) Drainage system and method for artificial grass using spacing grid
JPH026887B2 (en)
JPH0535179Y2 (en)
JPH0643213Y2 (en) Reinforcement material for soft ground
JPS6133085Y2 (en)
JP2661479B2 (en) Tile plate manufacturing method
JPH0668168B2 (en) Horizontal drain method on the seabed
KR200384144Y1 (en) Double-sided drain process type drain board
JPS62103887U (en)
JPS6255640U (en)
KR20040020277A (en) Waterproof method of corrugated matter plate structure
JP2765324B2 (en) Embankment method on soft ground
JPS58171923U (en) drainage channel components
JPH0513797Y2 (en)
JPH0542109Y2 (en)
KR100328358B1 (en) Device and method for constructing slant protection layer of landfill
JPS6312166Y2 (en)