JPH1183666A - Underwater/in-soil vibrating table apparatus - Google Patents
Underwater/in-soil vibrating table apparatusInfo
- Publication number
- JPH1183666A JPH1183666A JP9248635A JP24863597A JPH1183666A JP H1183666 A JPH1183666 A JP H1183666A JP 9248635 A JP9248635 A JP 9248635A JP 24863597 A JP24863597 A JP 24863597A JP H1183666 A JPH1183666 A JP H1183666A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- water
- soil
- shaking table
- seal member
- 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.)
- Granted
Links
Landscapes
- Earth Drilling (AREA)
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、水中、土中構造
物の地震時の挙動を再現できる水・土中振動台装置に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water and soil shaking table apparatus capable of reproducing the behavior of underwater and soil structures during an earthquake.
【0002】[0002]
【従来の技術】防波堤や岸壁など水中に構造物が建設さ
れる場合、陸上構造物に比べ耐震設計はより複雑にな
る。それは、水との関わりが付加されることや、地盤の
液状化現象等を考慮しなければならないためである。2. Description of the Related Art When a structure such as a breakwater or a quay is constructed underwater, an earthquake-resistant design is more complicated than a land-based structure. This is because it is necessary to take into account the fact that the connection with water is added and the liquefaction phenomenon of the ground.
【0003】わが国では、こうした水中構造物の地震時
の挙動を再現できる水中振動台装置がすでに実用化され
ている。In Japan, an underwater shaking table apparatus capable of reproducing the behavior of such an underwater structure during an earthquake has already been put to practical use.
【0004】図9及び図10は、同装置の一例を模式的
に示したものである。図9は縦断面図、図10は平面図
である。FIGS. 9 and 10 schematically show an example of the apparatus. FIG. 9 is a longitudinal sectional view, and FIG. 10 is a plan view.
【0005】この装置は、水平加振機1と垂直加振機2
で加振される円形の振動台3を水槽4の底壁4aに設置
し、水槽4の底壁4aと振動台3の間の隙間に、その隙
間をシールしかつ振動台3の振動を吸収する弾性体から
なる吸振シール部材5を取り付けた構造になっている。This device comprises a horizontal shaker 1 and a vertical shaker 2
The vibration table 3 is set on the bottom wall 4a of the water tank 4 and the gap between the bottom wall 4a of the water tank 4 and the vibration table 3 is sealed and the vibration of the vibration table 3 is absorbed. The structure has a vibration absorbing seal member 5 made of an elastic material.
【0006】水槽4は、基台6に設けられ、振動台3は
加振機1,2を介して基台6に装着され、基台6は基盤
7の値上に設置されている。振動台3の直径は、5.6
5mであり、水槽4は深さ2mで15m四方の槽であ
る。吸振シール部材5は、図11に示すように、断面ハ
ット形になっていて、フランジ部5aで凹部を上に向け
て水槽4の底壁4aと振動台3に取り付けられている。[0006] The water tank 4 is provided on a base 6, and the shaking table 3 is mounted on the base 6 via the vibrators 1 and 2, and the base 6 is set on the base 7. The diameter of the shaking table 3 is 5.6
5 m, and the water tank 4 is a 15 m square tank having a depth of 2 m. As shown in FIG. 11, the vibration-absorbing seal member 5 has a hat-shaped cross section, and is attached to the bottom wall 4a of the water tank 4 and the vibration table 3 with the concave portion facing upward at the flange portion 5a.
【0007】装置の仕様は、振動台3に設置した構造物
8の水中における振動実験に適したものとなっている。
すなわち、地震動としての任意のランダム波の入力が可
能であり、既往の観測波形を振動台3上に再現できる。The specifications of the apparatus are suitable for an underwater vibration test of the structure 8 installed on the shaking table 3.
That is, it is possible to input an arbitrary random wave as a seismic motion, and it is possible to reproduce a previously observed waveform on the shaking table 3.
【0008】従来の水中振動台装置は、このような構成
となっているので、振動台3上に構造物8を設置し、水
槽4に水を張り、振動台3を加振すれば、そのときの条
件に応じた構造物8の水中における挙動を実験すること
ができる。Since the conventional underwater shaking table apparatus has such a structure, if the structure 8 is installed on the shaking table 3, water is filled in the water tank 4, and the shaking table 3 is vibrated, It is possible to experiment with the behavior of the structure 8 in water according to the conditions at that time.
【0009】[0009]
【発明が解決しようとする課題】しかし、水槽4の水を
抜いて、その中に構造物の地震となる土、砂、礫、水等
(以下、単に土という。)を入れて、地盤そのものの挙
動、例えば、液状化現象を実験したり、地盤上の構造物
の地盤の性質に応じた挙動を実験する場合に、次のよう
な問題が生じる。However, the water in the water tank 4 is drained, and soil, sand, gravels, water, etc. (hereinafter simply referred to as soil), which cause an earthquake in the structure, are put into the water tank 4, and the ground itself is removed. For example, when experimenting the behavior of the liquefaction phenomenon, or experimenting the behavior according to the properties of the ground of the structure on the ground, the following problems occur.
【0010】すなわち、水槽4に土を入れると、これら
のものが吸振シール部材5の凹部に入り、同部材5の弾
性変形を不可能にする。このため、吸振シール部材5に
よって振動台3の振動を吸収できなくなり、装置が機能
しなくなる。[0010] That is, when soil is put into the water tank 4, they enter the concave portion of the vibration-absorbing seal member 5, making the elastic deformation of the member 5 impossible. For this reason, the vibration of the vibration table 3 cannot be absorbed by the vibration absorbing seal member 5, and the device does not function.
【0011】吸振シール部材5を、その凹部を下に向け
て水槽4と振動台3に取り付けた場合も、同部材5は土
圧で反転するので、上述の場合と同様の現象が生じ、装
置が機能しなくなる。When the vibration-absorbing seal member 5 is attached to the water tank 4 and the vibrating table 3 with its concave portion facing downward, the same phenomenon as described above occurs because the member 5 is inverted by earth pressure. Will not work.
【0012】この発明は、このような従来の問題点を解
決するためになされたもので、水・土槽に土を入れて
も、振動台の振動を吸収することができる吸振シール部
材を備えた水・土中振動台装置を提供することを目的と
する。The present invention has been made to solve such a conventional problem, and has a vibration-absorbing seal member capable of absorbing vibration of a vibrating table even when soil is put in a water / earth tank. It is an object of the present invention to provide a water and soil shaking table device.
【0013】[0013]
【課題を解決するための手段】この発明が提供する水・
土中振動台装置は、次の(1)〜(4)に記載のもので
ある。Means for Solving the Problems Water provided by the present invention
The underground shaking table apparatus is described in the following (1) to (4).
【0014】(1)水・土槽の底壁の一部を振動台と
し、底壁と振動台の間の隙間に、その隙間をシールし、
かつ振動台の振動を吸収する弾性体からなる吸振シール
部材を取り付けた水・土中振動台装置であって、前記吸
振シール部材は、前記隙間に、内圧調整可能な空間を形
成する部材であることを特徴とする水・土中振動台装置
(以下、第1の水・土中振動台装置という。)。(1) A part of the bottom wall of the water / soil tank is used as a shaking table, and the gap is sealed in a gap between the bottom wall and the shaking table.
And a vibration-under-water shaking table device to which a vibration-absorbing seal member made of an elastic body that absorbs vibration of the vibration table is attached, wherein the vibration-absorbing seal member is a member that forms a space capable of adjusting an internal pressure in the gap. A water and soil shaking table device (hereinafter referred to as a first water and soil shaking table device).
【0015】(2)水・土槽の底壁の一部を振動台と
し、水・土槽と振動台にそれぞれ水・土槽を仕切る固定
仕切壁と振動仕切壁を設け、底壁及び固定仕切壁と振動
台及び振動仕切壁の間の隙間に、その隙間をシールし、
かつ振動台及び振動仕切壁の振動を吸収する弾性体から
なる吸振シール部材を取り付けた水・土中振動台装置で
あって、前記吸振シール部材は、前記隙間に、内圧調整
可能な空間を形成する部材であることを特徴とする水・
土中振動台装置(以下、第2の水・土中振動台装置とい
う。)。(2) A part of the bottom wall of the water / soil tank is used as a shaking table, and the water / soil tank and the shaking table are provided with a fixed partition wall and a vibration partition wall for partitioning the water / soil tank, respectively. In the gap between the partition wall and the vibration table and the vibration partition wall, seal the gap,
And a vibration-under-water shaking table device provided with a vibration-absorbing seal member made of an elastic body that absorbs vibrations of the vibration table and the vibration partition wall, wherein the vibration-absorbing seal member forms a space in the gap where an internal pressure can be adjusted. Water,
Underground shaking table apparatus (hereinafter, referred to as a second underwater shaking table apparatus).
【0016】(3)水・土槽の底壁の一部を振動台と
し、水・土槽と振動台にそれぞれ水・土槽を仕切る固定
仕切壁と振動仕切壁を設け、底壁及び固定仕切壁と振動
台及び振動仕切壁の間の隙間に、その隙間をシールし、
かつ振動台及び振動仕切壁の振動を吸収する弾性体から
なる吸振シール部材を取り付けた水・土中振動台装置で
あって、前記吸振シール部材は、前記隙間に、空間を形
成する部材であることを特徴とする水・土中振動台装置
(以下、第3の水・土中振動台装置という。)。(3) A part of the bottom wall of the water / soil tank is used as a shaking table, and the water / soil tank and the shaking table are provided with a fixed partition wall and a vibration partition wall for partitioning the water / soil tank, respectively. In the gap between the partition wall and the vibration table and the vibration partition wall, seal the gap,
A water-and-earth shaking table device provided with a vibration-absorbing seal member made of an elastic body that absorbs vibration of the vibration table and the vibration partition wall, wherein the vibration-absorbing seal member is a member that forms a space in the gap. A water / soil shaking table device (hereinafter referred to as a third water / soil shaking table device).
【0017】(4)水・土槽の底壁の一部を振動台と
し、水・土槽と振動台にそれぞれ水・土槽を仕切る固定
仕切壁と振動仕切壁を設け、底壁及び固定仕切壁と振動
台及び振動仕切壁の間の隙間に、その隙間をシールし、
かつ振動台及び振動仕切壁の振動を吸収する弾性体から
なる吸振シール部材を取り付けた水・土中振動台装置で
あって、前記吸振シール部材は、断面ハット形の部材で
あることを特徴とする水・土中振動台装置(以下、第4
の水・土中振動台装置という。)。(4) A part of the bottom wall of the water / soil tank is used as a shaking table, and the water / soil tank and the shaking table are provided with a fixed partition wall and a vibration partition wall for partitioning the water / soil tank, respectively. In the gap between the partition wall and the vibration table and the vibration partition wall, seal the gap,
A water-and-earth shaking table device equipped with a vibration-absorbing seal member made of an elastic body that absorbs vibration of the vibration table and the vibration partition wall, wherein the vibration-absorbing seal member is a member having a hat-shaped cross section. Water and soil shaking table equipment
Water and soil shaking table equipment. ).
【0018】[0018]
【作用】第1,第2の水・土中振動台装置における吸振
シール部材は、水・土槽の固定部分と振動部分の間の隙
間に、内圧調整可能な空間を形成する弾性変形可能な部
材であるので、土圧を受けても、上記内圧を調整しなが
ら最適の空間を保持できる。このため、振動台の振動は
同部材の空間側への変形によって吸収することができ
る。The vibration-absorbing seal member of the first and second underwater shaking table devices is elastically deformable to form a space in which the internal pressure can be adjusted in the gap between the fixed portion and the vibrating portion of the water and earth tank. Since it is a member, it can maintain an optimum space while adjusting the internal pressure even when receiving earth pressure. For this reason, the vibration of the vibration table can be absorbed by the deformation of the same member toward the space side.
【0019】第3の水・土中振動台装置における吸振シ
ール部材は、水・土槽の固定部分と振動部分の間の隙間
に、空間を形成する弾性変形可能な部材であるので、土
圧を受けても、吸振シール部材の性能を適宜選択するこ
とにより、上記空間を保持できる。このため、振動台の
振動は同部材の空間側への変形によって吸収することが
できる。Since the vibration-absorbing seal member in the third water / soil shaking table apparatus is an elastically deformable member that forms a space in a gap between the fixed portion and the vibrating portion of the water / soil tank, The space can be maintained by appropriately selecting the performance of the vibration-absorbing seal member. For this reason, the vibration of the vibration table can be absorbed by the deformation of the same member toward the space side.
【0020】第4の水・土中振動台装置における吸振シ
ール部材は、水・土槽の固定部分と振動部分の間の隙間
を密閉する弾性変形可能な断面ハット形の部材であるの
で、水・土槽に入れた水の圧力を受ける場合であれば、
その圧力に抗してなお弾性変形可能である。このため、
振動台の振動は同部材の変形によって吸収することがで
きる。Since the vibration-absorbing seal member in the fourth water / soil shaking table apparatus is an elastically deformable hat-shaped cross-section member that seals the gap between the fixed part and the vibrating part of the water / soil tank,・ If receiving the pressure of the water put in the earthen tank,
It is still elastically deformable against the pressure. For this reason,
The vibration of the shaking table can be absorbed by the deformation of the same member.
【0021】[0021]
【発明の実施の形態】以下、この発明の実施の形態を実
施例によって図面を参照しながら説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0022】(実施例1)図1は、第1の水・土中振動
台装置の実施例(以下、実施例1という。)を示す平面
図、図2は図1のB−B断面拡大図である。図1は図1
0に、図2は図11にそれぞれ対応する図である。(Embodiment 1) FIG. 1 is a plan view showing an embodiment (hereinafter, referred to as Embodiment 1) of a first underwater shaking table apparatus, and FIG. 2 is an enlarged cross-sectional view taken along line BB of FIG. FIG. FIG. 1 is FIG.
0 and FIG. 2 correspond to FIG.
【0023】実施例1は、図9〜図11に示す従来の水
中振動台装置における吸振シール部材5に代えて図2に
示すような吸振シール部材11を使用した例である。Embodiment 1 is an example in which a vibration-absorbing seal member 11 as shown in FIG. 2 is used in place of the vibration-absorbing seal member 5 in the conventional underwater vibration table apparatus shown in FIGS.
【0024】吸振シール部材11は、ゴム製の環状チュ
ーブ11aと、その側面に設けた径方向に伸びる一対の
ゴム製のフランジ部11bとより構成されていて、水・
土槽12の底壁21aと振動台13にフランジ部11b
をボルトとシール材で取り付けることによって、両者1
2a,13の間の隙間に装着されている。The vibration-absorbing seal member 11 is composed of a rubber-made annular tube 11a and a pair of rubber-made flange portions 11b provided on a side surface thereof and extending in a radial direction.
A flange portion 11b is attached to the bottom wall 21a of the earthen tub 12 and the shaking table 13.
Are attached by bolts and sealing material,
It is mounted in the gap between 2a and 13.
【0025】環状チューブ11bは、水密気密構造にな
っていて、その内圧は、図外のアキュームレータで調整
できるようになっている。その他の構成は、図9に示す
従来の水中振動台装置と実質的に同じである。The annular tube 11b has a watertight and airtight structure, and its internal pressure can be adjusted by an unillustrated accumulator. The other configuration is substantially the same as the conventional underwater shaking table apparatus shown in FIG.
【0026】実施例1の水・土中振動台装置は、上述の
ように、水・土槽12の底壁12aと振動台13への間
の隙間に、内圧調整可能なゴム製の吸振シール部材11
を取り付けた構造になっているので、水・土槽12の中
に入れた土の圧力を受けても、環状チューブ11b内の
空間は、内圧調整によって、保持できる。The water / soil shaking table apparatus of the first embodiment is, as described above, provided in the gap between the bottom wall 12a of the water / soil tank 12 and the shaking table 13 with a rubber vibration-absorbing seal capable of adjusting the internal pressure. Member 11
Is attached, the space in the annular tube 11b can be maintained by adjusting the internal pressure even when receiving the pressure of the soil put in the water / soil tank 12.
【0027】このため、振動台13の振動は、上記環状
チューブ11bの空間側への変形によって吸収される。Therefore, the vibration of the vibration table 13 is absorbed by the deformation of the annular tube 11b toward the space.
【0028】(実施例2)図3は第1の水・土中振動台
装置の他の実施例(以下、実施例2という。)の要部を
示す断面図で、図2に対応する図である。(Embodiment 2) FIG. 3 is a cross-sectional view showing a main part of another embodiment (hereinafter, referred to as Embodiment 2) of the first water / soil shaking table apparatus, which corresponds to FIG. It is.
【0029】実施例2は、実施例1における吸振シール
部材11に代えて、図3に示すような吸振シール部材2
1を使用した例である。The second embodiment is different from the first embodiment in that the vibration-absorbing seal member 11 shown in FIG.
This is an example using No. 1.
【0030】吸振シール部材21は、一対の断面ハット
形の環状帯21aで構成されている。一方の環状体21
aは、そのフランジ部fを水・土槽22の底壁22aと
振動台23の上面に、他方の環状帯21aは、そのフラ
ンジ部fをそれら22a,23の下面に、それぞれボル
トとシール材で水密気密状態に取り付けることによっ
て、両者22a,23間の隙間に装着されている。The vibration-absorbing seal member 21 is composed of a pair of annular bands 21a having a hat-shaped cross section. One annular body 21
a, the flange portion f is provided on the bottom wall 22a of the water / soil tank 22 and the upper surface of the vibrating table 23, and the other annular band 21a is provided with the flange portion f provided on the lower surfaces of the 22a and 23, respectively, with a bolt and a sealing material. By being attached in a water-tight and air-tight manner, it is mounted in the gap between the two 22a, 23.
【0031】装着状態においては、上記隙間に環状の空
間が形成される。空間の内圧は、図外のアキュームレー
タで調整できるようになっている。その他の構成は、図
9に示す従来の水中振動台装置と実質的に同じである。
作用効果は、実施例1のそれと同じである。In the mounted state, an annular space is formed in the gap. The internal pressure of the space can be adjusted by an unillustrated accumulator. The other configuration is substantially the same as the conventional underwater shaking table apparatus shown in FIG.
The operation and effect are the same as those of the first embodiment.
【0032】(実施例3)図4は、第2の水・土中振動
台装置の実施例(以下、実施例3という。)を示す平面
図、図5は図4の要部拡大図である。実施例3は、図9
〜図11に示す従来の水中振動台装置における水槽4に
代えて、図4に示す水・土槽31を使用し、吸振シール
部材5に代えて、水・土槽31に適合する吸振シール部
材32を使用した例である。(Embodiment 3) FIG. 4 is a plan view showing an embodiment (hereinafter, referred to as Embodiment 3) of a second underwater shaking table apparatus, and FIG. 5 is an enlarged view of a main part of FIG. is there. Embodiment 3 corresponds to FIG.
11 is replaced with the water / soil tank 31 shown in FIG. 4 in the underwater shaking table apparatus shown in FIG. This is an example using 32.
【0033】水・土槽31は、図4に示すように、図1
の水・土槽12に相当する方形の水・土槽本体31a
に、これに設けた固定仕切壁31bと振動台33上に設
けた振動仕切壁31cからなる仕切壁を設けたものであ
る。水・土槽本体31aは、この仕切壁によってAゾー
ンとBゾーンに仕切られている。As shown in FIG. 4, the water and earth tank 31
Water / soil tank body 31a corresponding to the water / soil tank 12 of FIG.
Further, a partition wall including a fixed partition wall 31b provided thereon and a vibration partition wall 31c provided on the vibration table 33 is provided. The water / soil tank main body 31a is divided into an A zone and a B zone by this partition wall.
【0034】吸振シール部材32は、水・土槽31の底
壁31d及び固定仕切壁31bと振動台33及び振動仕
切壁31cの間の隙間に取り付けられている。The vibration-absorbing seal member 32 is attached to a gap between the bottom wall 31d and the fixed partition wall 31b of the water / soil tank 31 and the vibration table 33 and the vibration partition wall 31c.
【0035】吸振シール部材32は、2本使用されてお
り、それぞれゴム製の両端を閉塞したチューブ32a
と、その側面に設けた径方向に伸びる1対のゴム製のフ
ランジ部32bとより構成されている。チューブ32a
の内圧は、図外のアキュームレータで調整できる。Two vibration-absorbing seal members 32 are used, each of which is a tube 32a made of rubber and closed at both ends.
And a pair of radially extending rubber flanges 32b provided on the side surfaces thereof. Tube 32a
Can be adjusted by an unillustrated accumulator.
【0036】1本の吸振シール部材32は、そのフラン
ジ部32bをAゾーン側から底壁31b及び固定仕切壁
31bと振動台33及び振動仕切壁31cに、ボルトと
シール材で取り付けることによって、上記隙間に取り付
けられている。他の1本の吸振シール部材32は、同様
にしてBゾーン側から上記隙間に取り付けられている。The single vibration-absorbing seal member 32 is mounted on the bottom wall 31b, the fixed partition wall 31b, the vibrating table 33, and the vibration partition wall 31c with the flange portion 32b from the zone A side by bolts and a sealing material. Installed in the gap. The other one of the vibration-absorbing seal members 32 is similarly attached to the gap from the zone B side.
【0037】その他の構成は、図9に示す従来の水中振
動台装置と同じである。作用効果は、実施例1のそれと
本質的に異なるところはない。The other structure is the same as the conventional underwater shaking table apparatus shown in FIG. The operation and effect are not essentially different from those of the first embodiment.
【0038】(実施例4)実施例4は、図6に示すよう
に、実施例3における吸振シール部材32のチューブ3
2aの中に、ゴム製のチューブ34を挿入した例であ
る。このようにすれば、A,Bゾーンに入れた土の圧力
によってチューブ32aが大きく圧縮変形するのを制御
できる。(Embodiment 4) In Embodiment 4, as shown in FIG. 6, the tube 3 of the vibration-absorbing seal member 32 in Embodiment 3 is used.
This is an example in which a rubber tube 34 is inserted into 2a. In this way, it is possible to control that the tube 32a is largely compressed and deformed by the pressure of the soil put in the A and B zones.
【0039】なお、実施例3,4においては、水密気密
構造のチューブを使用したが、両端開口チューブを使用
してもよい。この場合、弾性強度等の性能を適宜選定す
る必要がある。In the third and fourth embodiments, a tube having a watertight and airtight structure is used, but a tube having both ends opened may be used. In this case, it is necessary to appropriately select performance such as elastic strength.
【0040】(実施例5)図7は、第2の水・土中振動
台装置の他の実施例(以下、実施例5という。)を示す
平面図、図8は図7の要部拡大図である。(Embodiment 5) FIG. 7 is a plan view showing another embodiment (hereinafter, referred to as Embodiment 5) of the second water / soil shaking table apparatus, and FIG. 8 is an enlarged view of a main part of FIG. FIG.
【0041】実施例5は、実施例3(図4および図5)
における吸振シール部材32に代えて、図8に示すよう
な吸振シール部材41を使用し、これを実施例3の水・
土槽31と同じ形状の水・土槽42に使用した例であ
る。The fifth embodiment is similar to the third embodiment (FIGS. 4 and 5).
Instead of the vibration-absorbing seal member 32 in FIG. 8, a vibration-absorbing seal member 41 as shown in FIG.
This is an example in which a water tank 42 having the same shape as the earth tank 31 is used.
【0042】水・土槽42は、図7に示すように、図1
の水・土槽12に相当する方形の水・土槽本体42a
に、これに設けた固定仕切壁42bと振動台43上に設
けた振動仕切壁42cからなる仕切壁を設けたものであ
る。水・土槽本体42aは、この仕切壁によってAゾー
ンとBゾーンに仕切られている。The water / soil tank 42 is, as shown in FIG.
Water / soil tank main body 42a corresponding to the water / soil tank 12 of FIG.
Further, a partition wall comprising a fixed partition wall 42b provided thereon and a vibration partition wall 42c provided on the vibration table 43 is provided. The water / soil tank main body 42a is divided into an A zone and a B zone by the partition wall.
【0043】吸振シール部材41は、水・土槽42の底
壁42d及び固定仕切壁42bと振動台43及び振動仕
切壁42cの間の隙間に取り付けられている。The vibration-absorbing seal member 41 is attached to a gap between the bottom wall 42d and the fixed partition wall 42b of the water / soil tank 42 and the vibration table 43 and the vibration partition wall 42c.
【0044】吸振シール部材41は、断面ハット形の3
本の部材と1個の閉塞部材で構成されている。いずれも
ゴム製である。1本は、図3の環状帯21のように、底
壁42dと振動台43の下面にフランジ部5において、
ボルトとシール材で取り付けた環状帯41a(図面上に
は現れていない。)であり、1本は、Aゾーン側から底
壁42d及び固定仕切壁42bと振動台43および振動
仕切壁42cに、フランジ部fにおいて、ボルトとシー
ル材で取り付けた開環状帯41bであり、1本は、同様
にして、Bゾーン側から取り付けた開環状帯41cであ
り、1個の閉塞部材41dは、固定仕切壁42bと振動
仕切壁42cと開環状帯41b,41cとで形成される
空間の開口部を閉塞するゴム製の開塞部材である。The vibration-absorbing seal member 41 has a hat-shaped cross section.
It consists of a book member and one closing member. Both are made of rubber. One is formed on the bottom wall 42d and the lower surface of the vibrating table 43 at the flange portion 5 like the annular band 21 in FIG.
An annular band 41a (not shown in the drawing) attached with a bolt and a sealing material, one of which is disposed on the bottom wall 42d and the fixed partition wall 42b, the vibrating table 43 and the vibration partition wall 42c from the A zone side. In the flange portion f, an open annular band 41b attached with a bolt and a sealing material, one is an open annular band 41c similarly attached from the B zone side, and one closing member 41d is a fixed partition It is a rubber closing member for closing an opening of a space formed by the wall 42b, the vibration partition wall 42c, and the open annular bands 41b, 41c.
【0045】吸振シール部材41によって、上記隙間に
形成される空間の内圧は、アキュームレータで調整でき
る。その他の構成は、図9に示す従来の水中振動台装置
と同じである。作用効果は、実施例3のそれと同じであ
る。なお、閉塞部材41dは設けなくてもよい。その場
合は、吸振シール部材の耐圧性能等を適宜考慮する必要
がある。また、例えば、Aゾーンのみに水を入れる場合
であれば、Aゾーン側から断面ハット形の部材を取り付
けるだけでもよい。The internal pressure of the space formed in the gap by the vibration absorbing seal member 41 can be adjusted by an accumulator. Other configurations are the same as those of the conventional underwater shaking table apparatus shown in FIG. The operation and effect are the same as those of the third embodiment. Note that the closing member 41d may not be provided. In that case, it is necessary to appropriately consider the pressure resistance performance and the like of the vibration absorbing seal member. Further, for example, if water is to be supplied only to the A zone, a member having a hat-shaped cross section may be attached from the A zone side.
【0046】[0046]
【発明の効果】以上説明したように、この発明の水・土
中振動台装置によれば、水・土槽の固定部分と振動部分
の間の隙間に、内圧調整可能な空間を形成する弾性変形
可能な吸振シール部材を取り付けるようにしたので、水
・土槽に入れた土の圧力を受けても、上記空間を保持す
ることができる。このため、振動台の振動は、同部材の
空間側への変形によって吸収することができる。As described above, according to the water / soil shaking table apparatus of the present invention, the elasticity for forming the space capable of adjusting the internal pressure is provided in the gap between the fixed portion and the vibrating portion of the water / soil tank. Since the deformable vibration-absorbing seal member is attached, the space can be maintained even under the pressure of the soil put in the water / soil tank. For this reason, the vibration of the vibrating table can be absorbed by the deformation of the same member toward the space side.
【0047】したがって、この発明の水・土中振動台装
置によれば、例えば、水・土槽に形成した地盤の耐震実
験や、異なる地盤の上の構造物の耐震実験を行うことが
できる。Therefore, according to the water / soil shaking table apparatus of the present invention, for example, a seismic test of a ground formed in a water / soil tank or a seismic test of a structure on a different ground can be performed.
【図1】 実施例1の水・土中振動台装置の平面図FIG. 1 is a plan view of a shaking table device in water and soil according to a first embodiment.
【図2】 図1のB−B断面拡大図2 is an enlarged cross-sectional view taken along the line BB of FIG. 1;
【図3】 実施例2の水・土中振動台装置の要部断面図FIG. 3 is a sectional view of a main part of a shaking table apparatus in water and soil according to a second embodiment.
【図4】 実施例3の水・土中振動台装置の平面図FIG. 4 is a plan view of a water / underground shaking table apparatus according to a third embodiment.
【図5】 図4の要部拡大図FIG. 5 is an enlarged view of a main part of FIG. 4;
【図6】 実施例4の水・土中振動台装置の要部平面図FIG. 6 is a plan view of an essential part of a water / underground shaking table apparatus according to a fourth embodiment.
【図7】 実施例5の水・土中振動台装置の要部平面図FIG. 7 is a plan view of a main part of a water and soil shaking table apparatus according to a fifth embodiment.
【図8】 図7の要部拡大図FIG. 8 is an enlarged view of a main part of FIG. 7;
【図9】 従来例の水中振動台装置の縦断面図FIG. 9 is a longitudinal sectional view of a conventional underwater shaking table apparatus.
【図10】 従来例の水中振動台装置の平面図FIG. 10 is a plan view of a conventional underwater shaking table apparatus.
【図11】 図10のA−A断面拡大図11 is an enlarged cross-sectional view taken along the line AA of FIG. 10;
11,21,32,41 吸振シール部材 12,22,31,42 水・土槽 13,23,33,43 振動台 34 チューブ 11, 21, 32, 41 Vibration absorbing seal member 12, 22, 31, 42 Water / earth tank 13, 23, 33, 43 Shaking table 34 Tube
Claims (4)
壁と振動台の間の隙間に、その隙間をシールし、かつ振
動台の振動を吸収する弾性体からなる吸振シール部材を
取り付けた水・土中振動台装置であって、前記吸振シー
ル部材は、前記隙間に、内圧調整可能な空間を形成する
部材であることを特徴とする水・土中振動台装置。1. A vibration table, wherein a part of a bottom wall of a water / soil tank is used as a vibration table, a gap between the bottom wall and the vibration table is sealed, and a vibration absorbing member made of an elastic body absorbing vibration of the vibration table is used. A water and soil shaking table device having a seal member mounted therein, wherein the vibration absorbing seal member is a member that forms a space in the gap where an internal pressure can be adjusted.
・土槽と振動台にそれぞれ水・土槽を仕切る固定仕切壁
と振動仕切壁を設け、底壁及び固定仕切壁と振動台及び
振動仕切壁の間の隙間に、その隙間をシールし、かつ振
動台及び振動仕切壁の振動を吸収する弾性体からなる吸
振シール部材を取り付けた水・土中振動台装置であっ
て、前記吸振シール部材は、前記隙間に、内圧調整可能
な空間を形成する部材であることを特徴とする水・土中
振動台装置。2. A part of the bottom wall of the water / soil tank is used as a shaking table, and the water / soil tank and the shaking table are provided with a fixed partition wall and a vibration partition wall for partitioning the water / soil tank, respectively. A water and soil shaking table device in which a gap between the wall, the shaking table and the vibration partition wall is sealed, and a vibration absorbing seal member made of an elastic body that absorbs vibration of the shaking table and the vibration partition wall is attached. In addition, the vibration-absorbing seal member is a member that forms a space in which an internal pressure can be adjusted in the gap.
・土槽と振動台にそれぞれ水・土槽を仕切る固定仕切壁
と振動仕切壁を設け、底壁及び固定仕切壁と振動台及び
振動仕切壁の間の隙間に、その隙間をシールし、かつ振
動台及び振動仕切壁の振動を吸収する弾性体からなる吸
振シール部材を取り付けた水・土中振動台装置であっ
て、前記吸振シール部材は、前記隙間に、空間を形成す
る部材であることを特徴とする水・土中振動台装置。3. A part of the bottom wall of the water / soil tank is used as a shaking table, and the water / soil tank and the shaking table are provided with a fixed partition wall and a vibration partition wall for partitioning the water / soil tank, respectively. A water and soil shaking table device in which a gap between the wall, the shaking table and the vibration partition wall is sealed, and a vibration absorbing seal member made of an elastic body that absorbs vibration of the shaking table and the vibration partition wall is attached. The vibration-absorbing seal member is a member that forms a space in the gap.
・土槽と振動台にそれぞれ水・土槽を仕切る固定仕切壁
と振動仕切壁を設け、底壁及び固定仕切壁と振動台及び
振動仕切壁の間の隙間に、その隙間をシールし、かつ振
動台及び振動仕切壁の振動を吸収する弾性体からなる吸
振シール部材を取り付けた水・土中振動台装置であっ
て、前記吸振シール部材は、断面ハット形の部材である
ことを特徴とする水・土中振動台装置。4. A part of the bottom wall of the water / soil tank is used as a shaking table, and the water / soil tank and the shaking table are provided with a fixed partition wall and a vibration partition wall for partitioning the water / soil tank, respectively. A water and soil shaking table device in which a gap between the wall, the shaking table and the vibration partition wall is sealed, and a vibration absorbing seal member made of an elastic body that absorbs vibration of the shaking table and the vibration partition wall is attached. In addition, the vibration-absorbing seal member is a member having a hat-shaped cross section, and is a shaking table device under water and underground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9248635A JP3016012B2 (en) | 1997-09-12 | 1997-09-12 | Water and soil shaking table equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9248635A JP3016012B2 (en) | 1997-09-12 | 1997-09-12 | Water and soil shaking table equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1183666A true JPH1183666A (en) | 1999-03-26 |
JP3016012B2 JP3016012B2 (en) | 2000-03-06 |
Family
ID=17181052
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JP9248635A Expired - Fee Related JP3016012B2 (en) | 1997-09-12 | 1997-09-12 | Water and soil shaking table equipment |
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