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公开(公告)号：EP0212036B1
公开(公告)日：1990-01-31
申请号：EP85810378.1
申请日：1985-08-19
Applicant: Scheiwiller, Rolf
Inventor： Scheiwiller, Rolf
IPC: E01C5/00
CPC classification number: E01C9/004 , E01C5/00 , E01C2201/02 , E01C2201/065 , E01C2201/16 , E01F9/608 , E01F9/677 , E01F9/685
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公开(公告)号：NO933979A
公开(公告)日：1993-11-10
申请号：NO933979
申请日：1993-11-04
Applicant: SCHEIWILLER RENE
Inventor： SCHEIWILLER RENE
CPC classification number: E01C5/06 , E01C2201/02 , E01C2201/06 , E01C2201/065
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Patent Agency Ranking
公开(公告)号：KR101883691B1
公开(公告)日：2018-07-31
申请号：KR1020170107493
申请日：2017-08-24
Applicant: (주)에프투비
CPC classification number: C04B20/1029 , C04B14/386 , C04B16/0683 , C04B16/0691 , C04B20/0048 , C04B26/26 , D03D9/00 , E01C11/165 , E01C2201/065
Abstract: 핫멜트접착시트를이용한아스팔트보강재가개시된다. 본발명에따른핫멜트접착시트를이용한아스팔트보강재는, 카본섬유, 아라미드섬유, 폴리에스테르섬유및 유리섬유중에서어느하나이상의섬유로이루어져격자모양으로제직된격자망; 상기격자망에친환경수용성접착제를가하여상기격자망을이루는섬유의가닥사이에친환경수용성접착제가침투되어상기섬유의가닥이풀리거나흐트러지지않고형태를유지하도록상기격자망에형성되는접착제코팅층; 및열가소성수지로된 핫멜트로이루어지고, 상기접착제코팅층이형성된상기격자망의이면이나표면또는이면과표면에접착되어결합되며, 아스팔트의보강시공시아스팔트의열에의해녹으면서상기격자망과아스팔트가접착되도록하기위한접착시트를포함하는것을특징으로한다. 본발명에의하면, 아스팔트보강재가섬유로구성된격자망으로이루어지고, 격자망에수용성접착제가코팅됨으로써접착제코팅작업시섬유가풀어지는현상을방지할수 있을뿐만아니라, 아스팔트와의접착을위한필름층을형성하지않음으로써접착용필름층을화염으로녹이는작업이생략될수 있고, 이로인하여시공성이현저하게향상될수 있음은물론, 접착용필름층을화염으로녹임에따른유해물질발생을방지할수 있는효과를제공할수 있게된다.
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公开(公告)号：KR101591802B1
公开(公告)日：2016-02-04
申请号：KR1020150045525
申请日：2015-03-31
Applicant: 주식회사 디컨스이엔지 , 이덕구
Inventor： 이덕구
CPC classification number: E01C7/18 , E02D29/12 , E02D29/124 , E01C7/185 , E01C2201/065 , E02D29/14
Abstract: 본발명은맨홀과아스팔트도로를시공하기위한것으로, (1) 굴착지반(B)까지굴착하는굴착단계; (2) 맨홀본체(400)를상기굴착지반(B) 상부에거치하는맨홀본체거치단계; (3) 상기맨홀본체(400) 상부에보조뚜껑(100)을설치하는보조뚜껑설치단계; (4) 상기보조뚜껑(100) 상부에개량형포터블 GPS 수신장치(50) 또는개량형포터블프리즘수신장치(60)를설치하고상기개량형포터블 GPS 수신장치(50) 또는상기개량형포터블프리즘수신장치(60)를이용하여상기보조뚜껑(100)의좌표를포함한위치를측량하는위치측량단계; (5) 동상방지층(10)을포설및 다짐하고상기동상방지층(10) 상부에상기보조뚜껑(100)이묻히도록보조기층(20)을포설및 다짐하는기층포설및다짐단계; (6) 상기보조기층(20) 상부에하부아스콘기층(30)을포장하는하부아스콘기층포장단계; (7) 상기개량형포터블 GPS 수신장치(50) 또는상기개량형포터블프리즘수신장치(60)를이용하여상기 (4) 위치측량단계에서측량된위치를찾아상기하부아스콘기층(30) 포장면에표기하는위치표기단계; (8) 표기된상기위치주변의상기하부아스콘기층(30)과상기보조기층(20)을파쇄한후 상기보조뚜껑(100)을제거하는보조뚜껑제거단계; (9) 상기보조뚜껑(100)이제거된맨홀본체(400) 상부에내측거푸집장치(200)를설치하는내측거푸집설치단계; (10) 상기내측거푸집장치(200) 상부에맨홀뚜껑틀(500)을설치하는맨홀뚜껑틀설치단계; (11) 맨홀뚜껑틀(500) 위로중심이오도록계측자(300)를거치하고상기계측자(300) 단부의수직자(310)를이용하여도로의횡구배와종구배의높이를결정하고상기계측자(300)를고정하는계측자설치단계; (12) 상기내측거푸집장치(200)의지지봉(250)을이용하여상기맨홀뚜껑틀(500)을상기계측자(300) 하부에밀착시키는맨홀뚜껑틀세팅단계; (13) 상기맨홀본체(400) 상부로상기내측거푸집장치(200) 외곽에상기하부아스콘기층(30)과상기맨홀뚜껑틀(500) 상부가구배를형성하도록콘크리트(C)를타설하고양생하는콘크리트타설단계; 및, (14) 상부아스콘표층(40) 포설시맨홀뚜껑(500) 위에덮히는상기상부아스콘표층(40)을상기맨홀뚜껑틀(500)의상단이노출되도록정리하고상부아스콘표층(40)을다짐하는상부아스콘표층포장단계; 를포함하여구성되는것을특징으로하는개량형맨홀구조를이용한도로의시공방법을제공한다.
Abstract translation: 提供了一种使用改进的井眼结构来建造人孔和沥青路面的道路施工方法。 道路施工方法包括：（1）挖掘方法; （2）人孔主体安装步骤; （3）辅助盖安装步骤; （4）位置测量步骤; （5）基础铺设和压实步骤; （6）较低的沥青混凝土基层路面; （7）位置标记步骤; （8）辅助盖拆卸工序; （9）内模安装步骤; （10）人孔盖架安装步骤; （11）测量尺安装步骤; （12）人孔盖架设置步骤; （13）具体放置步骤; 和（14）上层沥青混凝土表层铺装步骤。
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公开(公告)号：KR100838029B1
公开(公告)日：2008-06-12
申请号：KR1020070023873
申请日：2007-03-12
Applicant: 이기영
Inventor： 이기영
CPC classification number: E01C11/222 , E01C2201/065 , Y02A30/68 , E01C5/00 , E01C1/002 , E01C11/221 , E01C15/00
Abstract: A square prefabricated ramp is provided to reduce and manufacturing cost and to easily load and transfer by forming a planar plate, an inclination plate, and a block with rectangular or triangle shape. A square prefabricated ramp comprises a planar plate(110), an assembled inclination plate(130). The planar plate forms a step boundary unit conformed to a linear form of a pavement(3). The angle of an inner angle unit(114) of the planar plate is the same as interior angle of the pavement. The assembled inclination plate is extended from the step boundary unit of the planar plate, and forms a step boundary unit(132) conforming to linear shape of the pavement. The assembled inclination plate has a rectangular inclination block plate(131), a corner upper boundary unit(153), an upper inclination unit(154), and a corner inclination block plate(150). The inclined rectangular inclination block plate is made of an inclined finish boundary unit(135). The corner upper boundary unit is placed between the two rectangular inclination plates, and forms a corner side surface boundary unit(152) from a corner lower end point(151) to be contacted with the pavement. The corner inclination block plate connects two separated rectangular inclination block plates.
Abstract translation: 提供方形预制斜面以减少和制造成本，并且通过形成平板，倾斜板和具有矩形或三角形的块来容易地加载和传送。 方形预制斜坡包括平板（110），组装的倾斜板（130）。 平板形成符合路面（3）的线形形式的台阶边界单元。 平板的内角单元（114）的角度与路面的内角相同。 组装的倾斜板从平板的台阶边界单元延伸，形成符合路面线形的台阶边界单元（132）。 组装的倾斜板具有矩形倾斜块板（131），角上边界单元（153），上倾斜单元（154）和角倾斜块板（150）。 倾斜的矩形倾斜块板由倾斜的成品边界单元（135）制成。 角上边界单元被放置在两个矩形倾斜板之间，并且从角落下端点（151）形成与路面接触的角部侧面边界单元（152）。 角倾斜块板连接两个分开的矩形倾斜块板。
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公开(公告)号：ZA8802321B
公开(公告)日：1989-01-25
申请号：ZA8802321
申请日：1988-03-31
Applicant: RUCKSTUHL WILLI
Inventor： RUCKSTUHL WILLI , WILLI RUCKSTUHL
CPC classification number: E01C5/06 , E01C2201/02 , E01C2201/06 , E01C2201/065 , Y02A30/68
Abstract: The set of paving stones consists of stones (11-16) having in each case in plan view six lateral limiting faces (1-6, 17-22). Four of these limiting faces (1 and 4, 3 and 5; 18 and 21; 19 and 22) are each placed parallel to one another in pairs, whereas the remaining two (2 and 6; 17 and 20) together form an acute angle. The stones (11 - 13) are laid alternately in the straight line. This gives rise to a joint pattern with butt joints which are not perpendicular to the bedding joints. The butt joints are moreover formed from two mutually oriented wedges and are therefore irregular compared with the bedding joints. The bevelled limiting faces (2, 6) make it possible for the stones (11 - 13), depending on the desired bevel angles, to be laid in curves whose radii can be as small as desired, the wedge-shaped joints gradually closing. The stones (14 - 16) serve as a supplementary curve set and permit the laying of Roman arrow patterns as well as an Archimedean spiral. The set of paving stones can be laid simply and quickly without a cutting of the stones. … …
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公开(公告)号：CZ9302315A3
公开(公告)日：1995-01-18
申请号：CZ231593
申请日：1993-03-05
Applicant: SCHEIWILLER RENE
Inventor： SCHEIWILLER RENE
IPC: E01C5/06
CPC classification number: E01C5/06 , E01C2201/02 , E01C2201/06 , E01C2201/065
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