公开(公告)号：KR20120066968A

公开(公告)日：2012-06-25

申请号：KR20100128337

申请日：2010-12-15

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： PARK JONG SUP ,  JUNG WOO TAI ,  CHOI SUNG YONG

IPC: E01C7/08 ,  C04B18/06

CPC classification number: Y02W30/92 ,  E01C3/003 ,  C04B18/06 ,  C04B18/08 ,  E01C7/08 ,  E01C7/18

Abstract: PURPOSE: A method for manufacturing a cracking control type basic floor for packing using reinforcing fiber and fly ash is provided to efficiently control reflection cracking of a basic floor using reinforcing fiber without using an admixture such as an expensive expansive admixture or a shrinkage reducing agent. CONSTITUTION: A method for manufacturing a cracking control type basic floor for packing using reinforcing fiber and fly ash is as follows. Cement is replaced with fly ash so that an initial strength degradation of a basic floor is induced. Reinforcing fiber is mixed with the manufactured basic floor for controlling an initial reflection cracking. 60 to 70 weight% of the fly ash is replaced with respect to 100 weight% of the cement. 0.2vol% of the reinforcing fiber is mixed with respect to 100vol% of the basic floor.

Abstract translation: 目的：提供一种使用增强纤维和飞灰制造用于包装的开裂控制型基础地板的方法，以使用增强纤维来有效地控制基础地板的反射裂纹，而不使用诸如昂贵的膨胀性混合物或减缩剂的混合物。 构成：使用增强纤维和粉煤灰制造用于包装的开裂控制型基础地板的方法如下。 水泥被粉煤灰替代，从而引起基础地板的初始强度降低。 增强纤维与制造的基底混合以控制初始反射裂纹。 60至70重量％的飞灰相对于100重量％的水泥被替换。 增强纤维的0.2vol％相对于基础层的100vol％混合。

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。