公开(公告)号：KR1020070007525A

公开(公告)日：2007-01-16

申请号：KR1020050062199

申请日：2005-07-11

Applicant: 한국건설기술연구원

Inventor： 김주형 ,  조삼덕

IPC: B07B1/04 ,  B07B1/46 ,  B07B1/50 ,  B07B1/00

CPC classification number: B07B1/04 ,  B07B1/55 ,  B07B13/04

Abstract: An automatic wet-type sieve analysis device and a soil classification method using the same are provided to precisely classify the soil according to the particle size and to use the soil left in each test sieve as the test soil evaluating geotextiles and the effective hole size of the related products. The automatic wet-type sieve analysis device having a frame supporting soil classifying sieves(121) vertically stacked according to the size of a mesh is composed of an upper lid unit(110) formed like a closed cylinder and composed of a water filling pipe(111) installed at an upper plate(112) and a lower plate(113) having plural spraying holes(114); a sieve classifying unit(120) installed at the lower side of the upper lid unit, formed with an opened upside, and provided with cylindrical test sieves(122) equipped with the soil classifying sieves and stacked at the lower inside; and a cylindrical lower drain unit(130) formed at the lower side of the sieve classifying unit, formed with an opened upside, and provided with a downward inclined plate(131) installed at the inside and a drain pipe(132) formed at the lower lateral side. The automatic wet-type sieve analysis device prevents the soil remaining in the sieve mesh from being stuck on the sieve by flowing the water injected through the water filling pipe along the sieve classifying unit.

Abstract translation: 提供一种自动湿式筛分分析装置和使用该自动湿式筛分分析装置的土壤分级方法，以根据粒度对土壤进行精确分类，并使用每个测试筛中留下的土壤作为评估土工织物的试验土和有效孔尺寸 相关产品。 具有根据网眼尺寸垂直堆叠的支撑污垢分级筛（121）的框架的自动湿式筛分分析装置由形成为封闭圆筒的上盖单元（110）构成，上盖单元（110）由灌水管 111）安装在具有多个喷射孔（114）的上板（112）和下板（113）上; 安装在上盖单元的下侧的筛分级单元（120），形成有敞开的上侧，并且设置有装备有土壤分级筛并在下侧堆叠的圆柱形试验筛（122）; 以及形成在筛分级单元的下侧的圆筒形下排水单元（130），其形成有敞开的上侧，并且设置有安装在内部的向下倾斜板（131）和形成在所述排水管 下侧。 自动湿式筛分分析装置通过沿着筛分级单元流过通过灌水管喷射的水，防止筛网残留的土壤粘在筛子上。

公开(公告)号：KR100641820B1

公开(公告)日：2006-11-02

申请号：KR1020050052299

申请日：2005-06-17

Applicant: 한국건설기술연구원

Inventor： 곽기석 ,  정문경 ,  이주형 ,  박재현 ,  조삼덕

IPC: G01N1/02

Abstract: An automatic extrusion system of soil samples and an automatic flow control system for a scour rate test apparatus are provided to quantitatively measure the scour rate of the soil samples through an artificial flow. An apparatus includes a sample rise unit(100) inputting samples into a watering pipe, a flow control unit(200) controlling a flow, and a control unit(300) for controlling an operation of the flow control unit. The sample rise unit includes a support(110) installed at a bottom, a tube fixing plate fixing a sampling tube, a fixing plate elevating unit(130) installed at the support to elevate the tube fixing plate, a piston(140) for elevating the samples in the sampling tube and a piston elevating unit(150) for elevating the piston.

Abstract translation: 提供了土壤样品的自动挤出系统和冲刷速率测试装置的自动流量控制系统，以通过人工流量定量测量土壤样品的冲刷速率。 一种装置包括：将样本输入给水管的样本升高单元（100），控制流量的流量控制单元（200）以及用于控制流量控制单元的操作的控制单元（300）。 样品上升单元包括安装在底部的支撑件（110），固定取样管的管固定板，安装在支撑件上以提升管固定板的固定板升降单元（130），用于升降的活塞（140） 采样管中的样本和用于升高活塞的活塞升降单元（150）。

公开(公告)号：KR100446046B1

公开(公告)日：2004-08-30

申请号：KR1020020011493

申请日：2002-03-05

Applicant: 한국건설기술연구원

Inventor： 김진만 ,  마상준 ,  조삼덕

IPC: E02D29/045 ,  E01F5/00 ,  E03F3/00 ,  E02B11/00

Abstract: PURPOSE: A construction method of a box culvert using a built-up block is provided to shorten a period of construction and to reduce construction expenses. CONSTITUTION: The construction method of the box culvert using a built-up block comprises the steps of placing footing concrete(100) placed on the ground excavated at an angle of 30¯70 degrees to remove horizontal earth pressure, forming a front block unit(200a) by building up front blocks(200) on the footing concrete by turns, forming a rear block unit by building up rear blocks(300) in a rear space excavated to be inclined at an angle of 30¯70 degrees instead of soil-banking, forming a unification layer(500) by placing concrete all over the top of the front block unit(200a) and the rear block unit(300b), forming the ceiling of a culvert on the unification layer with a precast upper slab(600a) or a wavy steel plate, and forming a wing wall with the built-up front blocks or the built-up rear blocks selectively.

Abstract translation: 目的：为了缩短施工时间，降低施工费用，提供了一种使用砌块的箱涵施工方法。 组成：使用组合砌块的箱涵的施工方法包括以下步骤：将放置在地面上的基础混凝土（100）放置在30°和70°的角度上以消除水平土压力，形成前块单元（ 200a），通过在基础混凝土上交替地建立前部砌块（200），通过在后部空间中建立后部砌块（300）而形成后部砌块单元，所述后部砌块被挖掘成倾斜30°和70°的角度， 通过在前块单元（200a）和后块单元（300b）的顶部上放置混凝土形成一个统一层（500），在预制上板（600a）上形成涵盖在天花板上的涵盖顶板 ）或波浪形钢板，并且选择性地形成具有组装前块或组装后块的翼壁。

公开(公告)号：KR1020040003487A

公开(公告)日：2004-01-13

申请号：KR1020020038203

申请日：2002-07-03

Applicant: 한국건설기술연구원 ,  (재) 한국건설품질연구원

Inventor： 조삼덕 ,  윤수호 ,  김춘식 ,  이광우 ,  김상봉 ,  이승룡

IPC: G06Q50/08

Abstract: PURPOSE: A real-time unmanned monitoring system for managing an inclined plane is provided to automatically measure and monitor a danger inclined plane, and to previously give an alarm for the collapse of the inclined plane. CONSTITUTION: A CCD(Charge Coupled Device) camera(210) pictures a monitoring image for the inclined plane installing a mark. An extensometer, a temperature sensor(220), a rain gauge(230), a data logger system(240) collects and processes the measuring data such as an earth surface displacement and a rainfall of the inclined plane. A monitoring image and measuring data processor(260) receives and displays the inclined plane monitoring image data, judges the movement of the inclined plane by analyzing the inclined plane monitoring image data, and receives, analyzes, and displays the inclined plane measuring data. A central controlling part(270) previously gives the alarm for the collapse of the inclined plane by storing/managing/analyzing an inclined plane monitoring image and the inclined plane measuring data.

Abstract translation: 目的：提供一种用于管理倾斜平面的实时无人监控系统，用于自动测量和监测危险倾斜平面，并预先对倾斜平面的倒塌进行报警。 构成：CCD（电荷耦合器件）照相机（210）照片安装标记的倾斜平面的监视图像。 引伸计，温度传感器（220），雨量计（230），数据记录器系统（240）收集并处理测量数据，例如倾斜平面的地表位移和降雨。 监视图像和测量数据处理器（260）接收并显示倾斜平面监视图像数据，通过分析倾斜平面监视图像数据来判断倾斜平面的移动，并且接收，分析和显示倾斜平面测量数据。 中央控制部件（270）预先通过存储/管理/分析倾斜平面监视图像和倾斜平面测量数据来给出倾斜平面塌陷的报警。

公开(公告)号：KR1020030090899A

公开(公告)日：2003-12-01

申请号：KR1020020028507

申请日：2002-05-22

Applicant: 주식회사 한진중공업 ,  한국건설기술연구원 ,  평산에스아이 주식회사

Inventor： 김진만 ,  조삼덕 ,  오세용 ,  최봉혁 ,  주태성 ,  김호비 ,  이종화

IPC: E03F3/04

Abstract: PURPOSE: A reduction method for the vertical load of a buried conduit using geotextile and an EPS block is provided to construct a buried conduit economically and stably by preventing a sectional increase in a conduit by reducing vertical earth pressure added on a buried conduit and preventing an increase in vertical load by the settlement of a buried conduit and a relative settlement difference of the surrounding ground of a buried conduit on the soft ground. CONSTITUTION: The reduction method for the vertical load of a buried conduit using geotextile and an EPS block comprises the steps of executing pit excavation on a site(20) where a conduit(11) is buried, leveling the pitted ground(21), then spreading a mat(22) and rubble(23) and placing a conduit(11), paving an EPS block(12) and geotextile(13) on the upper part of the conduit(11), banking up with soil(24) and taming to be same as the standard ground height(25).

Abstract translation: 目的：提供使用土工织物和EPS块的埋管的垂直载荷的还原方法，通过减少添加在埋地导管上的垂直土压力来防止导管的横截面增加而经济地和稳定地构造埋管，并防止 通过埋地导管的沉降增加垂直载荷，以及在软土地面上的埋地导管的周围地面的相对沉降差。 构成：使用土工织物和EPS块的埋管的垂直载荷的还原方法包括以下步骤：在埋设导管（11）的位置（20）上进行凹坑挖掘，平整凹坑（21），然后 铺展垫（22）和瓦砾（23）并放置导管（11），在导管（11）的上部铺设EPS块（12）和土工布（13），用土壤（24）和 驯化与标准地面高度相同（25）。

公开(公告)号：KR1020030077103A

公开(公告)日：2003-10-01

申请号：KR1020020016021

申请日：2002-03-25

Applicant: (재) 한국건설품질연구원 ,  한국건설기술연구원

Inventor： 조삼덕 ,  윤수호 ,  김춘식 ,  이광우 ,  김상봉

IPC: G01B11/16

Abstract: PURPOSE: An apparatus and a method for monitoring a building structure and a building structure monitoring system by using the same are provided to improve preciseness when measuring a displacement in various construction fields. CONSTITUTION: A building structure monitoring system includes a CCD camera(11) and a monitoring personal computer(14) for performing a building structure monitoring algorithm. An uninterruptible power supply is provided to make preparation against interruption of electric power. Image information and displacement information are stored in a central center(17). A zoom and pan/tilt system, a pan/tilt(12) and a controller(13) are provided to improve preciseness in a displacement measurement. A communication network is provided to automatically transmit the image and displacement measurement information in real time.

Abstract translation: 目的：提供一种用于监测建筑结构和建筑结构监测系统的装置和方法，以便在测量各种建筑领域的位移时提高精度。 构成：建筑结构监测系统包括用于执行建筑结构监测算法的CCD摄像机（11）和监视个人计算机（14）。 提供不间断电源，以防止电力中断。 图像信息和位移信息存储在中央中心（17）中。 提供变焦和摇摄/倾斜系统，摇摄/倾斜（12）和控制器（13）以提高位移测量的精度。 提供通信网络来实时自动发送图像和位移测量信息。

公开(公告)号：KR1020030071986A

公开(公告)日：2003-09-13

申请号：KR1020020011493

申请日：2002-03-05

Applicant: 한국건설기술연구원

Inventor： 김진만 ,  마상준 ,  조삼덕

IPC: E02D29/045 ,  E01F5/00 ,  E03F3/00 ,  E02B11/00

CPC classification number: E02D29/045 ,  E02B11/005 ,  E02D2600/20 ,  E03F3/06

Abstract: PURPOSE: A construction method of a box culvert using a built-up block is provided to shorten a period of construction and to reduce construction expenses. CONSTITUTION: The construction method of the box culvert using a built-up block comprises the steps of placing footing concrete(100) placed on the ground excavated at an angle of 30¯70 degrees to remove horizontal earth pressure, forming a front block unit(200a) by building up front blocks(200) on the footing concrete by turns, forming a rear block unit by building up rear blocks(300) in a rear space excavated to be inclined at an angle of 30¯70 degrees instead of soil-banking, forming a unification layer(500) by placing concrete all over the top of the front block unit(200a) and the rear block unit(300b), forming the ceiling of a culvert on the unification layer with a precast upper slab(600a) or a wavy steel plate, and forming a wing wall with the built-up front blocks or the built-up rear blocks selectively.

Abstract translation: 目的：提供使用堆积块的箱涵施工方法，缩短施工期，降低施工费用。 构成：使用堆积块的箱涵构造的施工方法包括以下步骤：将放置在地面上的基础混凝土（100）放置在以30〜70度的角度挖掘的地面上以去除水平土压力，形成前块单元（ 200a）通过在立体混凝土上轮流形成前块（200），形成后块单元，通过在被挖掘的后部空间中建立后块（300），倾斜成30-70度的角度， 通过在前块单元（200a）和后块单元（300b）的顶部设置混凝土来形成统一层（500），在预制上板（600a）上形成在统一层上的涵洞的天花板 ）或波浪状钢板，并且选择性地形成具有积木前块或组合后块的翼壁。

公开(公告)号：KR1020020015870A

公开(公告)日：2002-03-02

申请号：KR1020000049000

申请日：2000-08-23

Applicant: 한국건설기술연구원 ,  주식회사 한진중공업

Inventor： 김진만 ,  조삼덕 ,  오세용 ,  최봉혁 ,  김학구 ,  주태성 ,  김호비

IPC: E02D17/00 ,  E01C3/04

Abstract: PURPOSE: Provided is a block for drain formed by using EPS(expanded polystyrene), which is light and has excellent draining ability and dust-absorption and can protect construction. CONSTITUTION: The block for drain comprises: a first block plate(3) forming a plurality of grooves(1) on the front thereof and traverse drain holes(2) pierced from the grooves(1) to the backside, wherein the traverse drain holes(2) are inclined toward the backside; a second block plate(7) having irregularities(6) comprising a plurality of projections(4) and grooves(5) contacted with the backside of the first block plate(3); nonwoven fabrics(8) inserted in the grooves(1) of the first block plate(3). The blocks are installed by being arranged sequentially.

Abstract translation: 目的：提供使用EPS（发泡聚苯乙烯）形成的排水块，具有优异的排水能力和吸尘性，可以保护结构。 构成：用于排水的块包括：在其前面形成多个槽（1）的第一块板（3），并且将从槽（1）穿过的排水孔横穿到后侧，其中横向排放孔 （2）向后倾斜; 具有不规则部分（6）的第二块板（7）包括与所述第一块板（3）的背面接触的多个突起（4）和槽（5）; 插入第一块板（3）的槽（1）中的非织造织物（8）。 块按顺序排列安装。

公开(公告)号：KR1020020006861A

公开(公告)日：2002-01-26

申请号：KR1020000040327

申请日：2000-07-13

Applicant: 한국건설기술연구원

Inventor： 김진만 ,  조삼덕 ,  안주환

IPC: E02D29/02

Abstract: PURPOSE: A retaining wall and soft ground improvement drain block using waste tires is provided not to damage a natural view without using natural aggregate such as sand and crushed stones, to minimize an influence to a structure by tamping and to protect a retaining wall by draining water rapidly. CONSTITUTION: In a retaining wall and soft ground improvement drain block used as materials of construction by recycling waste tires, a drain block(4) having many voids is formed by crushing waste tires in a chip shape, mixing waste tire chips(2) with an adhesive, then adhering. Wherein the drain block(4) comprises a hook groove(5) formed on the upper part, an upper hook(6a) projected inward from the hook groove(5), a lower hook(6c) projected downward from the lower side of the drain block(4) and a connecting hook(6) is formed to an extension part(6b) interposed in the drain block(4) to connect the upper hook(6a) and the lower hook(6c).

Abstract translation: 目的：使用废轮胎的挡土墙和软的地面改善排水块不会损坏自然景观，而不使用天然骨料（如沙子和碎石），通过捣实减少对结构的影响，并通过排水来保护挡土墙 水迅速。 构成：在通过回收废轮胎作为结构材料的挡土墙和软土地面改善排水块中，通过将废轮胎破碎成片状形成具有许多空隙的排水块（4），将废轮胎碎片（2）与 粘合剂，然后粘附。 其中排水块（4）包括形成在上部的钩槽（5），从钩槽（5）向内突出的上钩（6a），从钩槽（5）的下侧向下突出的下钩 排水块（4）和连接钩（6）形成在插入排水块（4）中以连接上钩（6a）和下钩（6c）的延伸部分（6b）上。

公开(公告)号：KR100256667B1

公开(公告)日：2000-05-15

申请号：KR1019970026077

申请日：1997-06-20

Applicant: 한국건설기술연구원

Inventor： 김진만 ,  유영현 ,  정한교 ,  문홍득 ,  조삼덕 ,  배규진

IPC: E01B1/00

Abstract: PURPOSE: A rail vibration preventing device is provided to prevent a crack of underground structure by using piece of a waste tire as vibration reducing materials and to reduce environmental pollution caused by the waste tire. CONSTITUTION: To reduce rail vibration, a waste tire layer(11) made by cutting pieces of the waste tire is installed on a recessed portion of a ground(16) in mounting railroad on the ground. A roadbed layer(12) is installed on the waste tire layer, and then, a sleeper(14) and a rail(15) are mounted after establishing a gravel crush layer(13) absorbing the vibration. Various noises and vibrations generated in travelling of a train are delivered to the gravel crush layer, and then are firstly absorbed by passing through void of the gravel crush layer. The rest of vibration and noise are secondly absorbed by being delivered to a vibration-absorbing layer(11) through the roadbed layer. An exposure unit(A) formed on the vibration absorbing layer contacts to air as much as a specific length to remove the various noise and vibration.

Abstract translation: 目的：提供一种轨道防振装置，通过使用废轮胎作为减振材料来防止地下结构的裂缝，并减少废轮胎造成的环境污染。 构成：为了减少轨道振动，通过将废轮胎的切片制成的废轮胎层（11）安装在地面上安装铁路的地面（16）的凹部上。 在废轮胎层上安装路基层（12），然后在建立吸收振动的砾石压碎层（13）之后安装轨枕（14）和轨道（15）。 在列车行驶中产生的各种噪声和振动被传送到砾石压碎层，然后首先通过通过砾石压碎层的空隙而被吸收。 其余的振动和噪声被通过路基层传递到吸振层（11）而被第二次吸收。 形成在振动吸收层上的曝光单元（A）与空气接触多达特定长度以消除各种噪音和振动。