KR20000027951A - Filling material of open trench for protecting propagation of ground vibration using composite materials consisted of soft and hard materials - Google Patents
Filling material of open trench for protecting propagation of ground vibration using composite materials consisted of soft and hard materials Download PDFInfo
- Publication number
- KR20000027951A KR20000027951A KR1019980045998A KR19980045998A KR20000027951A KR 20000027951 A KR20000027951 A KR 20000027951A KR 1019980045998 A KR1019980045998 A KR 1019980045998A KR 19980045998 A KR19980045998 A KR 19980045998A KR 20000027951 A KR20000027951 A KR 20000027951A
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- vibration
- filling material
- ground
- open trench
- propagation
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—Shapes rectangular
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1692—Shapes conical or convex
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
Abstract
Description
본 발명은 연성 및 강성재료를 조합한 복합재료를 이용한 방진구 채움재에 관한 것으로서, 보다 상세하게는 발포고무 및 발포우레탄, EPS, 콜크(cork), 고무분말을 압축성형한 연성재료(4)와 강성재료인 콘크리트 블록(5)을 조합한 복합체를 지반진동 전파차단을 목적으로 발명한 방진구 채움재에 관한 것이다.The present invention relates to a dustproof filling material using a composite material combining a ductile material and a rigid material, and more particularly, to a flexible material (4) compression-molding foam rubber and urethane, EPS, cork, and rubber powder. The present invention relates to an anti-vibration filler material invented for the purpose of blocking ground vibration propagation.
여러가지 공해문제 중 진동에 의한 문제는 많은 민원을 야기시키어, 이는 실제 공사비에 반영되고 있으며, 이러한 현상은 점점 심각해질 전망이다. 또한, 산업의 발전으로 인하여 사회간접자본시설과 함께 생산시설의 규모가 증대되고 첨단화되고 있으므로, 생산의 질 향상을 위해서는 진동을 필수적으로 해결되어야 하는 경우가 빈번히 발생되고 있다. 일례로 반도체공장의 경우와 같이 진동에 민감한 장비를 보유하고 있는 공장의 경우, 외부로부터의 진동유입을 막기 위한 시설은 필수적이다. 이와 같은 여러가지 문제를 야기시키는 진동을 저감시키기 위해서는 진동을 발생시키는 진동원에서 진동의 발생 자체를 막는 방법을 사용할 수도 있다. 그러나, 도로교통진동, 철도진동, 건설진동등, 발생을 막지 못하는 경우도 얼마든지 있어, 어쩔 수 없이 수진점에서 진동유입을 방지하는 방법, 또는 진동전파경로에서 진동을 차단하는 방법을 사용하게 된다. 이러한 진동문제의 해결방법 중 어떠한 방법을 선택하느냐 하는 것은 진동원이나 수진점의 종류와 함께, 발생된 진동의 특성에 관계되고, 각 경우에 따라 이 세가지 방법 중 가장 효율적인 것을 선택하여 사용하게 된다. 각종 지반진동의 영향을 최소화하기 위한 대책으로 지반과 임피던스가 서로 다른 층을 지반에 설치하여 경계에서 투과에너지를 감소시킴으로서 진동의 지반전파를 차단하기 위하여 방진벽을 설치하는데, 이러한 목적으로 설치되는 방진벽은 진동에너지 대부분을 갖는 표면파가 수진점(구조물, 인체, 정밀장비 등)에 미치는 영향을 감소시키기 위해 사용된다. 방진벽 설치시 요구되는 성능, 안전성, 경제성 및 시공성을 모두 만족시키기 위해서는 방진벽이 형성하는 이질매질층이 주위의 지반밀도와 크게 다른 것이 요구된다. 또한, 방진벽 공사에 따라서 보행자의 안전이 위협받지 않아야 하며 시공이 용이해야 한다. 이와 같은 방진벽의 요구성능에 따라서 방진구(제 1 도 (a) 참조)를 설치하여 많은 효과를 보이기도 하였지만, 시설의 유지관리 및 인명상의 안정성에 문제가 대두된다. 따라서, 지반진동전파 차단 방법중 방진벽을 사용할 경우에 있어서 진동 차단 효과를 기대할 수 있고 상기의 여러 가지 단점들을 해소시킨 방진구 채움재가 요구되고 있다(제1 도 (b) 참조).Among the various pollution problems, the problem caused by vibration causes a lot of complaints, which is reflected in the actual construction cost, and this phenomenon is expected to become more serious. In addition, due to the development of the industry, the scale of production facilities along with the social overhead capital facility has been increased and advanced, so that the vibration must be frequently solved to improve the quality of production. For example, in the case of a factory having vibration-sensitive equipment such as in a semiconductor factory, a facility for preventing the inflow of vibration from the outside is essential. In order to reduce the vibration causing such various problems, a method of preventing the generation of vibration itself from the vibration source that generates the vibration may be used. However, road traffic vibrations, railway vibrations, construction vibrations, etc. can not be prevented in many cases. Therefore, it is inevitable to use the method of preventing the inflow of vibration at the water vibration point or the method of blocking the vibration at the vibration propagation path. . The method of selecting one of the methods for solving the vibration problem is related to the characteristics of the generated vibration along with the type of the vibration source or the oscillation point, and in each case, the most efficient one is selected and used. As a countermeasure for minimizing the effects of various ground vibrations, a vibration barrier is installed to block the ground propagation of vibrations by reducing the permeation energy at the boundary by installing layers with different ground and impedance on the ground. It is used to reduce the effect of surface waves with most of the vibration energy on the water vibration point (structure, human body, precision equipment, etc.). In order to satisfy all the performance, safety, economics and workability required for the installation of the dustproof wall, it is required that the heterogeneous medium layer formed by the dustproof wall is significantly different from the surrounding ground density. In addition, safety of pedestrians should not be threatened and construction should be easy. Although the dustproof port (see FIG. 1 (a)) has been provided in accordance with the required performance of the dustproof wall, many effects have been provided, but problems arise in the maintenance and safety of the facility. Therefore, in the case of using the vibration barrier in the ground vibration propagation blocking method, a vibration blocking effect can be expected and a dustproof filler filling material which solves the above various disadvantages is required (see FIG. 1 (b)).
본 발명은 상기한 종래의 제반 문제점을 감안하여 발명된 것으로서, 본 발명의 목적은 진동원으로부터 전파되는 진동을 지반경로상에서 차단할 수 있는 방진구 채움재를 제공하는데 있다. 제 1 도는 이와 같은 목적을 달성하기 위하여 발포고무 및 발포우레탄, EPS, 코크(cork), 고무분말을 발포 또는 압축성형한 연성재료(4)와 강성재료인 콘크리트 블록(5)과의 조성물로 조합된 복합체로 진동원(1)으로부터 발생되는 지반진동을 진동전파 경로에서 차단하여 수진점에서의 진동 유입을 방지할수 있도록 한 것이다.The present invention has been invented in view of the above-mentioned general problems, and an object of the present invention is to provide a dustproof filling material which can block the vibration propagated from the vibration source on the ground path. 1 is a combination of a flexible rubber (4) foamed or compression-molded foam material 4 and a concrete block 5 of a rigid material (5) to achieve this purpose, foamed or compressed urethane, EPS, cork, rubber powder It is to prevent the inflow of vibration at the water vibration point by blocking the ground vibration generated from the vibration source (1) in the vibration propagation path with the composite.
이하, 본 발명의 구성 및 작용을 첨부된 도면에 의하여 상세히 설명하기로 한다.Hereinafter, the configuration and operation of the present invention will be described in detail by the accompanying drawings.
제 1 도는 방진구 채움재의 작용원리를 도시한 단면도.1 is a cross-sectional view showing the principle of operation of the dust-filling material.
제 2 도는 본 발명에 따른 방진구 채움재의 형상.2 is a shape of the dustproof filling material according to the present invention.
제 3 도는 본 발명에 따른 방진구 채움재의 지반진동전파 차단 성능을 보여주는 그림.3 is a diagram showing the ground vibration propagation blocking performance of the dustproof filling material according to the present invention.
※ 도면의 주요부분에 대한 부호 설명※ Explanation of Signs of Major Parts of Drawings
ⓛ : 진동원Ⓛ: vibration source
② : 지반②: Ground
③ : 방진구(Open Trench)③: Open Trench
④ : 연성재료④: soft material
⑤ : 강성재료(콘크리트 블록)⑤: Rigid material (concrete block)
⑥ : 지반에서의 거리별 진동값⑥: Vibration value by distance from ground
⑦ : 방진구 설치후의 거리별 진동값⑦: Vibration value by distance after vibration isolation
⑧ : 방진구 채움재 설치후의 거리별 진동값⑧: Vibration value by distance after installing dustproof filler
제 2 도는 강성재료인 콘크리트 블록(5)과 연성재료(4)를 폴리우레탄 변성 에폭시수지 접착제로 결합한 것을 나타낸 도면으로서, 발포고무 및 발포우레탄, EPS, 코크분말, 고무분말을 압축성형한 연성재료(4)와 강성재료인 콘크리트 블록(5)과의 조성물로 조합된 복합체 등이 도시되어 있다. 콘크리트 블록(5)은 지반진동을 전파경로에서 차단하기 위해서 방진구의 깊이가 커지는 상황에서 연성재료(4)의 토압에 의한 손상 방지, 치수와 형상 유지 및 조립을 편리하게 할 수 있는 형상을 갖도록 발명되었다.2 is a view showing a combination of a rigid concrete block (5) and a flexible material (4) with a polyurethane-modified epoxy resin adhesive, a flexible material obtained by compression molding foamed rubber and foamed urethane, EPS, coke powder, rubber powder A composite and the like combined with the composition of (4) and the concrete block 5 which is a rigid material are shown. The concrete block (5) has a shape that can prevent damage due to earth pressure of the soft material (4) in order to block the ground vibration in the propagation path, to maintain the dimensions and shape, and to facilitate assembly Invented.
제 3 도는 지반의 진동전파특성(6), 방진구를 지반에 설치한 경우에 대한 지반전파특성(7), 연성재료(4)와 콘크리트 블록(5) 복합체의 조성물을 방진구 채움재로 지반에 설치한 경우에 대한 지반전파특성(8)을 나타낸다. 제 3 도에 도시된 바와 같이 연성재료(4)와 강성재료인 콘크리트 블록(5)의 조성물로 구성된 복합체를 이용한 방진구 채움재의 지반진동 차단성능은 현재까지 알려진 가장 성능이 우수한 방진구와 유사한 성능을 나타내고 있으면서도 시설의 유지관리 및 인명상의 안정성에 대한 문제가 해결됨을 알 수 있다.3 shows the vibration propagation characteristics (6) of the ground, the ground propagation characteristics (7) for the case where the vibration isolator is installed on the ground, and the composition of the composite of the soft material (4) and the concrete block (5). The ground propagation characteristics 8 for the case of installation are shown. As shown in FIG. 3, the ground vibration isolation performance of the dustproof filling material using the composite composed of the soft material 4 and the concrete block 5, which is a rigid material, is similar to that of the best dustproofing material known to date. It also shows that the problems of facility maintenance and human safety are addressed.
이상 설명한 바와같이 본 발명의 방진구 채움재는 발포고무 및 발포우레탄, EPS, 코크분말, 고무분말을 발포 또는 압축성형한 연성재료(4) 특성으로 우수한 지반진동전파 차단성능을 실현할 수 있으며, 연성재료(4)와 강성재료인 콘크리트 블록(5)의 결합으로 인한 시공성 및 채움재의 자립성이 확보된다. 또한, 기존의 지반진동 전파 방진벽에 비해서 유지보수등에 소요되는 비용과 인력을 크게 절감할 수 있으며, 간편한 시공성 및 안정성, 설치비용 등을 크게 절감 할 수 있는 효과도 갖는다.As described above, the anti-vibration filling material of the present invention can realize excellent ground vibration propagation performance by the soft material (4) of foamed rubber and foamed urethane, EPS, coke powder and rubber powder. Construction property and independence of the filling material is secured by the combination of (4) and the concrete block (5) of the rigid material. In addition, it can significantly reduce the cost and manpower required for maintenance and maintenance, compared to the existing ground vibration barriers, and also has the effect of greatly reducing the ease of construction and stability, installation costs.
Claims (4)
Priority Applications (1)
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KR1019980045998A KR20000027951A (en) | 1998-10-30 | 1998-10-30 | Filling material of open trench for protecting propagation of ground vibration using composite materials consisted of soft and hard materials |
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KR1019980045998A KR20000027951A (en) | 1998-10-30 | 1998-10-30 | Filling material of open trench for protecting propagation of ground vibration using composite materials consisted of soft and hard materials |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020072761A (en) * | 2001-06-21 | 2002-09-18 | 김인중 | Porous block containing the waste tire rubber chip and method for preparing the same |
KR101293947B1 (en) * | 2010-12-16 | 2013-08-07 | 주식회사 에이브이티 | Process improving an adhesion performance between vibration preventing material and concrete |
CN103938657A (en) * | 2014-05-09 | 2014-07-23 | 山东大学 | Vibration isolation plate device in soil matrix treatment engineering and construction technology thereof |
CN111719577A (en) * | 2020-05-22 | 2020-09-29 | 中国建筑第八工程局有限公司 | Construction method of building foundation |
-
1998
- 1998-10-30 KR KR1019980045998A patent/KR20000027951A/en not_active Application Discontinuation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020072761A (en) * | 2001-06-21 | 2002-09-18 | 김인중 | Porous block containing the waste tire rubber chip and method for preparing the same |
KR101293947B1 (en) * | 2010-12-16 | 2013-08-07 | 주식회사 에이브이티 | Process improving an adhesion performance between vibration preventing material and concrete |
CN103938657A (en) * | 2014-05-09 | 2014-07-23 | 山东大学 | Vibration isolation plate device in soil matrix treatment engineering and construction technology thereof |
CN111719577A (en) * | 2020-05-22 | 2020-09-29 | 中国建筑第八工程局有限公司 | Construction method of building foundation |
CN111719577B (en) * | 2020-05-22 | 2021-11-09 | 中国建筑第八工程局有限公司 | Construction method of building foundation |
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