JPS5935643Y2 - Friction members in gravity structures - Google Patents
Friction members in gravity structuresInfo
- Publication number
- JPS5935643Y2 JPS5935643Y2 JP2722780U JP2722780U JPS5935643Y2 JP S5935643 Y2 JPS5935643 Y2 JP S5935643Y2 JP 2722780 U JP2722780 U JP 2722780U JP 2722780 U JP2722780 U JP 2722780U JP S5935643 Y2 JPS5935643 Y2 JP S5935643Y2
- Authority
- JP
- Japan
- Prior art keywords
- friction member
- gravity
- concrete
- unit friction
- floating dock
- 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
- 230000005484 gravity Effects 0.000 title description 8
- 238000009415 formwork Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 2
- 238000005339 levitation Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
Landscapes
- Laminated Bodies (AREA)
Description
【考案の詳細な説明】
この考案はコンクリート躯体に取付けるゴムブロック等
の摩擦部材の底面形状に係るもので、特に防波堤、岸壁
、埋立護岸等に使用されるケーソン、コンクリートブロ
ック、L形ブロック等のいわゆる重力式構造物において
、この重力式構造物と基礎面との摩擦係数を増大させる
目的で、重力式構造物の底面に取付ける摩擦部材の底面
形状に関するものである。[Detailed description of the invention] This invention relates to the bottom shape of friction members such as rubber blocks that are attached to concrete structures, and is particularly applicable to caissons, concrete blocks, L-shaped blocks, etc. used for breakwaters, quays, reclaimed sea walls, etc. This invention relates to the bottom shape of a friction member attached to the bottom of a so-called gravity type structure for the purpose of increasing the coefficient of friction between the gravity type structure and the foundation surface.
防波堤、岸壁等の築造に使用されるケーソン等の重力式
構造物に波力等の外力に対する滑動防止のため摩擦係数
を増大させるゴムブロックを取付ける構造については既
に、実願昭54−89886号、同54−129611
号等において提案した。Utility Model Application No. 54-89886 describes a structure in which rubber blocks that increase the coefficient of friction are attached to gravity-type structures such as caissons used in the construction of breakwaters, quays, etc. to prevent them from sliding due to external forces such as wave forces. 54-129611
It was proposed in No.
しかし、既に提案したゴムブロックでは次のような問題
が生じる恐れがある。However, the following problems may occur with the rubber blocks already proposed.
例えば、浮ドツクで製作されるケーソンについて説明す
ると、浮ドツクの甲板そのものを定盤としてその上にゴ
ムブロックを適宜配置し、さらにゴムブロック取付金具
を取付で生コンクリ−1・を打設し、ケーソンの製作と
同時にゴムブロックをケーソン底面に取付けるもので
ある。For example, to explain a caisson manufactured using a floating dock, the deck of the floating dock itself is used as a surface plate, and rubber blocks are placed on it as appropriate, rubber block mounting brackets are attached, and ready-mixed concrete is poured. A rubber block is attached to the bottom of the caisson at the same time as the caisson is manufactured.
be.
しかしながら、上記製作方法によって得たケーソンを浮
上させるために浮ドツクの水槽に注水して浮ドツクを所
定の深さまで沈降してもゴムブロックはコンクリートの
重量で浮ドツクの甲板に押圧され、密着し、ゴムブロッ
クの表面と甲板との間に水がまわりにくく、設計通りの
浮力が得られない。However, even if water is poured into the water tank of the floating dock to float the caisson obtained by the above manufacturing method and the floating dock is lowered to a predetermined depth, the rubber blocks are pressed against the deck of the floating dock by the weight of the concrete and do not stick tightly. , it is difficult for water to circulate between the surface of the rubber block and the deck, making it impossible to obtain the buoyancy as designed.
。ゴムブロックの配置の際には浮ドツクの甲板上に離型
剤を塗布したり、アスファルトフェルト等を敷いたりす
るが、ゴムブロックと甲板とは密着し、あるいはゴムブ
ロックは吸盤として作用し、ケーソンの浮上を妨害する
。. When placing the rubber blocks, a release agent is applied to the deck of the floating dock, or asphalt felt is laid down, but the rubber blocks and the deck are in close contact with each other, or the rubber blocks act as suction cups, causing the caisson to obstructs the levitation of
浮上する際にも急激に浮上したり、剥離し難い部分が局
部的に発生し斜めに浮上したりするために、浮ドツクの
側壁に衝突して破損したり、作業者が危険にさらされる
という問題がある。When it floats up, it floats up suddenly, and parts that are difficult to peel off occur locally and float up at an angle, which can cause it to collide with the side walls of the floating dock and cause damage, putting workers at risk. There's a problem.
また、重力式構造物を浮ドツク以外で製作する場合にも
、ゴムブロックはコンクリートの重量で型枠の底板に押
圧されて密着しているから、離型が困難で重力式構造物
の設置場所への移動ができないという問題がある。Furthermore, even when building gravity-type structures using a method other than floating docks, the rubber blocks are pressed against the bottom plate of the formwork by the weight of the concrete, making it difficult to release the mold, making it difficult to install the gravity-type structures in the right place. There is a problem with not being able to move to.
この考案は上記の問題点を解消し、重力式構造物の底面
に取付けても重力式構造物の浮上又は離型を容易にした
摩擦部材を提供せんとするものである。This invention aims to solve the above-mentioned problems and provide a friction member that facilitates floating or mold release of a gravity-type structure even when attached to the bottom of the gravity-type structure.
第1図は防波堤、護岸、岸壁に使用するケーソン10の
例であり、そのコンクリート躯体11の下面にはゴム製
の単位摩擦部材15が多数配設されており、この単位摩
擦部材15の底面が突出してコンクリート躯体11に埋
設されている。FIG. 1 shows an example of a caisson 10 used for breakwaters, sea walls, and quay walls. A large number of unit friction members 15 made of rubber are arranged on the lower surface of the concrete frame 11, and the bottom surface of the unit friction members 15 is It protrudes and is buried in the concrete frame 11.
さらに、第2図及び第3図により単位摩擦部材15の基
礎面に当接する底面16の形状について説明ずれば、底
面16には円柱形状の突起部17が多数形成してあり、
この突起部17は支脚として作用し、従ってコンクリー
ト躯体に単位摩擦部材を取付けた際に、浮ドツクの甲板
あるいは型枠の底板と単位摩擦部材15の底面16との
間で隙間を槽底する。Furthermore, to explain the shape of the bottom surface 16 that contacts the base surface of the unit friction member 15 with reference to FIGS. 2 and 3, a large number of cylindrical protrusions 17 are formed on the bottom surface 16.
This protrusion 17 acts as a supporting leg, and thus fills a gap between the deck of the floating dock or the bottom plate of the formwork and the bottom surface 16 of the unit friction member 15 when the unit friction member is attached to the concrete frame.
尚、突起部17の形状は円柱に限らず四角柱等のその他
の形状でもよく、またその配列も同列配列に限らず、千
鳥配列としてもよい。Note that the shape of the projections 17 is not limited to a cylinder, but may be other shapes such as a square prism, and the arrangement thereof is not limited to the same row arrangement, but may be a staggered arrangement.
上記のように槽底した単位摩擦部材をコンクリート躯体
に取付けるには、単位摩擦部材15の成形時に補強部材
20と一体に埋設した取付部材21に基礎ボルト22を
螺合固定し、これらの単位摩擦部材を適宜の間隔で多数
配列する。In order to attach the unit friction member with the bottom of the tank as described above to the concrete frame, the foundation bolts 22 are screwed and fixed to the mounting member 21, which is buried integrally with the reinforcing member 20 when the unit friction member 15 is formed, and these unit friction members are fixed. A large number of members are arranged at appropriate intervals.
次に鉄筋23を配筋してコンクリ−I・を打設すればよ
い。Next, the reinforcing bars 23 are arranged and concrete I is poured.
コンクリートが固化すれば、単位摩擦部材は基礎ボルト
22を介してコンクリート本体と完全に一体となる。When the concrete hardens, the unit friction member becomes completely integrated with the concrete body via the foundation bolts 22.
以上詳述したところから明らかなように、この考案は単
位摩擦部材の底面に突起部を形成したから、コンクリー
トの重量で単位摩擦部材が押圧されても、突起部が支脚
として単位摩擦部材の底面に隙間を保持し得る。As is clear from the detailed explanation above, this invention forms a protrusion on the bottom of the unit friction member, so even if the unit friction member is pressed by the weight of concrete, the protrusion acts as a support leg on the bottom of the unit friction member. can maintain a gap.
従って、単位摩擦部材の底面と浮ドツクの甲板あるいは
型枠の底板との間に導水又は通気が可能となり、重力式
構造物に均一な浮上が得られ、重力式構造物は傾くこと
なく垂直に安定した状態で、安全かつ円滑に浮上させる
ことができる。Therefore, water can be introduced or vented between the bottom surface of the unit friction member and the deck of the floating dock or the bottom plate of the formwork, and uniform levitation of the gravity type structure can be obtained, so that the gravity type structure can be vertically maintained without tilting. It can be floated safely and smoothly in a stable state.
重力式構造物は確実な浮上のために、浮ドツクの側壁に
衝突して浮ドツク及び重力式構造物を損傷したり、作業
者が危険にさらされることもない。Because the gravity type structure floats reliably, it will not collide with the side wall of the floating dock, damaging the floating dock and the gravity type structure, or endangering the workers.
また、型枠底板との離型が容易であるから、重力式構造
物をクレーンで持ち上げて浮上させる場合にもクレーン
を破損することがない。Furthermore, since it is easy to release the mold from the bottom plate of the formwork, the crane will not be damaged even when the gravity type structure is lifted and floated by a crane.
さらに、浮ドツクの甲板あるいは型枠底板に離型剤を塗
布したり、アスファルトフェルトを敷いたりする必要が
ないので作業能率の向上を図ることができる等の効果が
ある。Furthermore, since it is not necessary to apply a mold release agent to the deck of the floating dock or the bottom plate of the formwork or to spread asphalt felt, it is possible to improve work efficiency.
第1図はこの考案に係る摩擦部材をケーソンに配設した
例を示す断面図、第2図は単位摩擦部材の底面図、第3
図は単位摩擦部材の取付部分を断面にして示した正面図
である。
15・・・・・・単位摩擦部材、16・・・・・・摩擦
部材の底面、17・・・・・・突起部。Figure 1 is a sectional view showing an example of a friction member according to this invention arranged in a caisson, Figure 2 is a bottom view of a unit friction member, and Figure 3 is a bottom view of a unit friction member.
The figure is a front view showing a cross section of the mounting portion of the unit friction member. 15...Unit friction member, 16...Bottom surface of friction member, 17...Protrusion.
Claims (1)
る単位摩擦部材の底面に、突起部を形成したことを特徴
とする重力式構造物における摩擦部材。A friction member for a gravity-type structure, characterized in that a protrusion is formed on the bottom surface of a unit friction member that is buried in a concrete frame with the bottom surface exposed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2722780U JPS5935643Y2 (en) | 1980-03-04 | 1980-03-04 | Friction members in gravity structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2722780U JPS5935643Y2 (en) | 1980-03-04 | 1980-03-04 | Friction members in gravity structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56130043U JPS56130043U (en) | 1981-10-02 |
| JPS5935643Y2 true JPS5935643Y2 (en) | 1984-10-02 |
Family
ID=29623194
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2722780U Expired JPS5935643Y2 (en) | 1980-03-04 | 1980-03-04 | Friction members in gravity structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5935643Y2 (en) |
-
1980
- 1980-03-04 JP JP2722780U patent/JPS5935643Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56130043U (en) | 1981-10-02 |
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