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公开(公告)号:KR1020150040010A
公开(公告)日:2015-04-14
申请号:KR1020130118501
申请日:2013-10-04
Applicant: (주)삼우아이엠씨
IPC: E01C23/10
CPC classification number: E01C11/005 , E01C7/187 , E01C23/10
Abstract: 본발명은아스팔트세그먼트를이용한도로파손보수공법에관한것이다. 이를위하여, 본발명은도로의파손된부분에아스팔트세그먼트를삽입하여보수하는아스팔트세그먼트를이용한도로파손보수공법에있어서, 상기도로의파손부를확인하는파손부확인단계와; 상기파손부를절삭장치로절삭하여보수홀을형성하는보수홀형성단계와; 상기보수홀에전도성재료가함유된아스팔트세그먼트를삽입하는세그먼트삽입단계와; 상기아스팔트세그먼트가삽입된보수홀에전자기파발생장치가맞대어져전자기파가발생되어상기아스팔트세그먼트에함유된전도성재료가가열됨으로서상기아스팔트세그먼트의아스팔트바인더일부가융해되어보수홀의내면에융착되어지는전도성재료가열융착단계; 및상기아스팔트세그먼트에서융해된아스팔트바인더가보수홀의내부에서냉각되어지는냉각단계로이루어짐을특징으로한다. 따라서, 본발명은타일형태의아스팔트세그먼트를이용하여도로파손부위가보수되도록함으로써, 즉각적이고항구보수가가능하도록하는가운데이를통해자원의낭비를막을수 있도록하고, 아울러시공비를줄이는가운데보수과정에서발생되는교통지정체를최소화할수 있도록한 것이다.
Abstract translation: 本发明涉及一种使用沥青段的损坏道路的修理方法,该沥青段用于通过将沥青段插入损坏部分来修复道路上的损坏部分。 使用沥青段的损坏道路的修理方法包括:用于确认道路上损坏部分的损坏部分确认步骤; 修理孔形成步骤,用于通过切割装置切割修复损坏的部件来形成孔; 用于将含沥青段的导电材料插入到所述修复孔中的段插入步骤; 导电材料加热融合步骤,用于通过加热产生电磁波的含沥青段的导电材料来熔化沥青段的一部分沥青粘合剂的内部修理孔,使得电磁波产生装置 接触沥青段插入的修理孔; 以及冷却步骤,用于在沥青段中熔化的修理孔上冷却沥青结合料。 因此,本发明是通过使用瓦片式沥青段来修复道路上的损坏部分,从而本发明可以防止资源的浪费并且能够立即和永久地进行维护,从而降低施工成本并减少 修理工作。
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公开(公告)号:KR101342041B1
公开(公告)日:2013-12-16
申请号:KR1020130037391
申请日:2013-04-05
Applicant: (주)삼우아이엠씨
CPC classification number: E01C23/02 , E01C23/025 , E01C23/026 , E01C23/09 , E01C23/0966
Abstract: The present invention relates to a paving method for road surface maintenance. The present invention is a pitch system paving maintenance method which repairs a decrepit road with a pitch system and comprises; a road surface high pressure watering step of watering a road surface of the road with high pressure using a sprinkler; a vacuum absorption step of taking in moisture and foreign substances of the road surface with an inhaler after the road surface high pressure watering step; a crack part displaying step of displaying a crack part shown on the road surface after the vacuum absorption step; a frame coating material spreading step of spreading a frame coating material to the road surface after crack part displaying step; a pitch system paving step of paving a pitch system on the frame coating material spreading surface in which the frame coating material is spread after the frame coating material spreading step; a pitch system paving hardening step of hardening the pitch system paving surface after the pitch system paving step; a joint groove forming step of forming a joint groove on the pitch system paving surface after the pitch system paving hardening step of and of forming the joint groove on the top of the crack part which is displayed in the crack part displaying step; a primer spreading step of spreading primer on both wall sides inside the joint groove formed in the joint groove forming step; and a bonding type molding sealant inserting step of inserting bonding type molding sealant into the joint groove in which the primer is spread by the primer spreading step. [Reference numerals] (S100) Road surface high pressure watering step;(S200) Vacuum absorption step;(S250) Road surface drying step;(S300) Crack part displaying step;(S400) Frame coating material spreading step;(S450) Spreading surface drying step;(S50) Road surface cutting step;(S500) Pitch system paving step;(S600) Pitch system paving hardening step;(S700) Joint groove forming step;(S800) Primer spreading step;(S900) Bonding type molding sealant inserting step
Abstract translation: 本发明涉及路面维修的铺路方法。 本发明是一种俯仰系统铺路维修方法,该方法是用俯仰系统修复破碎的道路,并包括: 使用喷洒器高压浇灌路面路面的路面高压浇水步骤; 在路面高压浇水步骤之后用吸入器吸入路面的水分和异物的真空吸附步骤; 在真空吸附步骤之后,显示在路面上显示的裂纹部分的裂纹部分显示步骤; 框架涂覆材料铺展步骤,在裂纹部分显示步骤之后将框架涂层材料铺展到路面; 在框架涂覆材料铺展步骤之后在框架涂层材料铺展表面上摊铺沥青系统的沥青系统铺路步骤; 在俯仰系统铺路步骤之后对俯仰系统铺路面进行硬化的俯仰系统铺路硬化步骤; 在所述裂纹部显示步骤中显示的所述裂纹部的顶部上形成所述接合槽之后,在所述俯仰系统铺路面上形成接合槽的接合槽形成工序; 在形成在接缝槽形成工序中的接缝槽内的两侧壁上涂布底漆的底漆涂布工序; 以及粘合型成型密封剂插入步骤,其通过底漆涂布步骤将粘结型模塑密封剂插入到底漆铺展的接缝槽中。 (S100)路面高压浇水工序;(S200)真空吸附工序;(S250)路面干燥工序;(S300)裂纹部显示工序;(S400)框架涂料扩散工序;(S450) 表面干燥工序;(S50)路面切割工序;(S500)间距系统铺路工序;(S600)间距系统铺路硬化工序;(S700)接头槽形成工序;(S800)底漆涂布工序;(S900) 密封剂插入步骤
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公开(公告)号:KR101585977B1
公开(公告)日:2016-01-15
申请号:KR1020130118501
申请日:2013-10-04
Applicant: (주)삼우아이엠씨
IPC: E01C23/10
Abstract: 본발명은아스팔트세그먼트를이용한도로파손보수공법에관한것이다.이를위하여, 본발명은도로의파손된부분에아스팔트세그먼트를삽입하여보수하는아스팔트세그먼트를이용한도로파손보수공법에있어서, 상기도로의파손부를확인하는파손부확인단계와; 상기파손부를절삭장치로절삭하여보수홀을형성하는보수홀형성단계와; 상기보수홀에스틸파이버의전도성재료가하면부와측면부에도포된아스팔트세그먼트를삽입하는세그먼트삽입단계와; 상기아스팔트세그먼트가삽입된보수홀에전자기파발생장치가맞대어져전자기파가발생되어상기아스팔트세그먼트에도포된전도성재료가고주파유도가열됨으로써상기아스팔트세그먼트의아스팔트바인더일부가융해되어보수홀의내면에융착되어지는전도성재료가열융착단계; 및상기아스팔트세그먼트에서융해된아스팔트바인더가보수홀의내부에서냉각되어지는냉각단계로이루어짐을특징으로한다.따라서, 본발명은타일형태의아스팔트세그먼트를이용하여도로파손부위가보수되도록함으로써, 즉각적이고항구보수가가능하도록하는가운데이를통해자원의낭비를막을수 있도록하고, 아울러시공비를줄이는가운데보수과정에서발생되는교통지정체를최소화할수 있도록한 것이다.
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公开(公告)号:KR1020160009729A
公开(公告)日:2016-01-27
申请号:KR1020140089540
申请日:2014-07-16
Applicant: (주)삼우아이엠씨
IPC: E01C23/10
CPC classification number: E01C11/005 , E01C7/187 , E01C23/10
Abstract: 본발명은아스팔트세그먼트를이용하여절삭공정없이다양한형태를가지는아스팔트도로파손부위를현장에서간편하게항구보수할수 있는도로파손보수방법에관한것이다.
Abstract translation: 本发明涉及一种使用沥青段修复损坏的道路的方法,其仅通过使用没有切割过程的沥青段来修复各种形状的沥青路面的损坏部分。 使用沥青段修复损坏道路的方法包括:段填充步骤; 片段融合步骤; 段捣实步骤; 和段冷却步骤。
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