公开(公告)号：KR101313778B1

公开(公告)日：2013-10-01

申请号：KR20130032163

申请日：2013-03-26

Applicant: SHIN MYEONG CONSTRUCTION ENGINEERING CO LTD ,  KOREA INST CONSTRUCTION TECH

Inventor： LEE KWANG WU ,  KIM JU HYONG ,  CHO SAM DEOK ,  PARK JONG BEOM ,  KIM CHI YEOL ,  NA HYUN HO

IPC: E02D29/02 ,  E02B3/14 ,  E02D17/20

CPC classification number: E02D29/0241 ,  A01G1/00 ,  E02B3/14 ,  E02D17/20 ,  E02D2300/0032 ,  E02D2300/0075 ,  E02D2300/0085

Abstract: PURPOSE: A reinforced earth retaining wall using a front vertical support made of rectangular lumber and a construction method thereof are provided to build an environmentally friendly reinforced earth retaining wall by exposing the upper surface of soil on the rear side to plant vegetation. CONSTITUTION: A construction method of a reinforced earth retaining wall using a front vertical support made of rectangular lumber comprises the following steps: arranging a plurality of lateral support posts side by side in a lateral direction; uprightly joining front vertical supports to the top of the lateral support posts; separately joining rear vertical supports on the top of the lateral support posts on the rear side of the front vertical supports; forming a front surface by sequentially layering a plurality of front panels on spaces between the rear vertical supports; forming a single banking layer by filling the top of lateral support posts and the rear side of the front surface with rear earth and sand (700); and repeating the above steps to form a plurality of banking layers.

Abstract translation: 目的：使用由矩形木材制成的前垂直支撑的加固土挡墙及其施工方法，通过将后侧土壤的上表面暴露于植被来建造环境友好的增强土挡土墙。 构成：使用由矩形木材制成的前垂直支撑件的加强土挡土墙的施工方法包括以下步骤：沿横向方向并排布置多个横向支撑柱; 将前垂直支撑件垂直地连接到横向支撑柱的顶部; 在前垂直支撑件的后侧上的侧支撑柱的顶部上分别连接后垂直支撑件; 通过在后垂直支撑件之间的空间上顺序地分层多个前面板来形成前表面; 通过填充侧支撑柱的顶部和前表面的后侧用后部砂土（700）形成单个银行层; 并重复上述步骤以形成多个银行层。

公开(公告)号：KR20120055773A

公开(公告)日：2012-06-01

申请号：KR20100116885

申请日：2010-11-23

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE KWANG WU ,  KIM JU HYONG ,  CHO SAM DEOK

IPC: E02D29/02 ,  E02B3/14 ,  E02D17/20

CPC classification number: E02D29/0233 ,  E02D2300/0071 ,  E02D2300/0084 ,  E02D2600/20 ,  E04B2/80

Abstract: PURPOSE: A wood retaining wall for improving supporting force using a stiffener buried in back filling soil and a construction method thereof are provided to improve cost-efficiency by reducing materials required for constructing the wood retaining wall. CONSTITUTION: A wood retaining wall for improving supporting force using a stiffener buried in back filling soil is composed as follows. Longitudinal members(300) are arranged in a longitudinal direction. Front horizontal members(100) are placed on the longitudinal members at right angles to the longitudinal members. Intersection fastening members(10) are arranged on the intersections of the front horizontal and longitudinal members. Support members(20) are arranged between the first-row longitudinal members and the second-row longitudinal members and support the rears of the longitudinal members. Stiffener binding members(50) are coupled to the support members. When the back filling soil is excavated, stiffeners(60) buried in the back filling soil are coupled to the stiffener binding members.

Abstract translation: 目的：提供一种用于改善支撑力的木材挡土墙，该支撑力使用埋在后填土中的扶强材及其施工方法，以通过减少构造木材挡土墙所需的材料来提高成本效率。 构成：使用埋在后填土中的扶强材改善支撑力的木挡土墙组成如下。 纵向构件（300）沿纵向排列。 前水平构件（100）与纵向构件成直角地放置在纵向构件上。 交叉连接构件（10）布置在前水平和纵向构件的交叉点上。 支撑构件（20）布置在第一排纵向构件和第二排纵向构件之间并且支撑纵向构件的翼部。 加强结合构件（50）联接到支撑构件。 当填充土壤被挖掘时，埋在后填土中的加强筋（60）与加强筋结合构件相连接。

公开(公告)号：KR20100137313A

公开(公告)日：2010-12-30

申请号：KR20090055673

申请日：2009-06-22

Applicant: KOREA INST CONSTRUCTION TECH ,  LEE JEUNG SU ,  CHOI SUNG YONG

Inventor： CHO SAM DEOK ,  LEE KWANG WU ,  CHOI SUNG YONG ,  LEE JEUNG SU

IPC: E02D29/02 ,  E02B3/14 ,  E02D17/20

CPC classification number: E02D29/0225 ,  E02B3/14 ,  E02D17/205 ,  E02D29/025 ,  E02D29/0266 ,  E02D2200/16 ,  E02D2300/0029

Abstract: PURPOSE: A prefabricated block type reinforced earth retaining wall using a steel strip as reinforcing material is provided to simply anchor the leading end of a reinforcing material to the rear side of a block and improve the fastening force. CONSTITUTION: A prefabricated block type reinforced earth retaining wall comprises a block(10), a steel strip type reinforcing material(20), and a connecting member(30). The block forms the front side of a retaining wall. The steel strip type reinforcing material is buried in the reinforced soil(G) behind the block wherein the leading end is anchored in the block to support the block. The connecting member is coupled to the joint formed on the back end of the steel strip type reinforcing material and connects adjacent steel strip type reinforcing materials to apply passive resistance.

Abstract translation: 目的：提供一种使用钢带作为增强材料的预制块式加强土挡土墙，以简单地将增强材料的前端锚固在块的后侧，并提高紧固力。 构成：预制块式加固土挡土墙包括块体（10），钢带型加固材料（20）和连接构件（30）。 挡块形成挡土墙的前侧。 钢带型增强材料埋在块后面的增强土（G）中，其中前端锚固在块中以支撑块。 连接构件联接到形成在钢带型增强材料的后端上的接头，并且连接相邻的钢带型增强材料以施加被动阻力。