| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 141 | 콘크리트 도로 포장용 철근 공급을 위한 철근대차 | KR1020110123988 | 2011-11-25 | KR1020130058136A | 2013-06-04 | 김도학; 김인택; 윤기완; 인영길; 안찬혁; 이한복; 김병기; 배경운; 주현규 |
| PURPOSE: A reinforcing bar truck for supplying a reinforcing bar for concrete road pavement is provided to supply the reinforcing bar regardless of an installation interval of a rail by being not needed to accurately mount a driving wheel on the rail. CONSTITUTION: A reinforcing bar truck for supplying a reinforcing bar for concrete road pavement comprises a driving control unit(110), a rotary shaft(130), pipe type driving wheels(140a-d), and a reinforcing bar load unit(150). The pipe type driving wheel is installed in the rear and the front of a driving direction and is mounted on both rails. The pipe type driving wheels of the rear right and left sides comprise a steel bar, a pipe roller, and a connection unit and rotates by being connected to the rotary shaft. The rail comprises a support unit and the steel bar. [Reference numerals] (AA) Driving direction | ||||||
| 142 | 도로공사용 아스팔트 매트 | KR2020000036218 | 2000-12-22 | KR200227589Y1 | 2001-06-15 | 양영규 |
| 본 고안은 도로공사용 아스팔트 매트에 관한 것이고, 아스팔트 또는 콘크리트 포장도로에 있어서 포장도로의 보수시에 기존포장면 또는 신설포장면의 상부에 매트식으로 부설한 후 포장공사를 함으로서 반사균열, 소성변형을 방지하고 방수성능을 발휘할 수 있는 도로공사용 아스팔트 매트를 제공한다. 소정의 넓이와 망 형상으로 된 금속재의 보강부재(1)와, 보강부재(1)의 상,하부에 형성된 상,하 아스팔트층(2,3)와, 상측 아스팔트층(2)의 상면에 부착된 모래(4)과, 하측 아스팔트층(3)의 저면에 부착된 이형지(5)로 된 것을 특징으로 한다. 상기와 같은 본 고안의 이스팔트 매트를 포장도로의 보수시 기존포장면 또는 신설포장면의 상부에 매트식으로 부설한 후 아스팔트혼합물 또는 콘크리트로 포장공사를 할 경우에는 방수성능을 발휘할 수 있음은 물론이고 보강부재의 우수한 인장강도에 의해 반사균열 및 소성변형을 방지할 수 있다. | ||||||
| 143 | 연약지반을가진도로의단차방지시공방법 | KR1019960032604 | 1996-08-05 | KR1019980013898A | 1998-05-15 | 권오현; 유우현 |
| 본 발명은 연약지반을 가진 도로의 단차방지 시공방법에 관한 것으로 일반성토부와 발포폴리스틸렌블록성토부간의 침하속도 차이에 의해서 유발되는 양 성토부사이 경계부의 파손을 근본적으로 방지하기위해서 일반 성토부(44)와 발포폴리스틸렌블록성토부(45)와의 경계부(B) 주위에 상기 성토부(44),(45)위에 형성되는 콘크리트슬라부(47)의 두께보다 약2∼3 배 정도 두꺼운 단차방지슬라브(10) 를 일반성토부(44)쪽으로 연장되게 시공함을 특징으로 하는 연약지반을 가진 도로의 단차방지 시공방법임. | ||||||
| 144 | EXTENDED WIDTH DOWEL BAR INSERTER | PCT/US2018/068020 | 2018-12-28 | WO2019133915A1 | 2019-07-04 | GUNTERT, JR., Ronald M.; DELEV, Iovtcho |
A paver for laying down a strip of concrete and, with a dowel bar inserter module as part of the paver, inserting dowel bars into and parallel with to the concrete strip. The dowel bar inserter module has an operational width capable of covering paved concrete strips of greater than 34 feet. In some implementations, the dowel bar inserter module has an operational width of 36 feet, 40 feet, or 50 feet. |
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| 145 | METHOD AND APPARATUS FOR LAYING REINFORCING BARS | PCT/AU2004/001504 | 2004-10-29 | WO2005042849A1 | 2005-05-12 | BEYERS , Leonard, Francis |
A method and apparatus for assembling and depositing a reinforcement mesh on a prepared surface, wherein a mobile workstation is provided which includes an elevated support arrangement, the workstation being moveable in a first direction. The workstation includes a series of longitudinal reinforcement rods on or above said support arrangement, said longitudinal reinforcement bars being spaced apart and aligned generally parallel to said first direction. A roll of transverse reinforcing rods is supported on said workstation and adapted to be unrolled to form a series of spaced apart reinforcement rods aligned generally transverse to said first direction. The transverse rods are connected to at least one of said longitudinal rods to form an orthogonal reinforcement mesh on said mobile workstation and as the workstation in said first direction, said mesh is deposited on said prepared surface. |
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| 146 | DOWEL BAR INSERTER KIT HAVING CHAIN FEEDER | PCT/US2000/026589 | 2000-09-28 | WO01025543A1 | 2001-04-12 | |
| In combination with a slipform paver, a chain feeder (H) is disclosed which is contained within the profile of a slipform paver. The chain feeder (H) is used in combination with a plurality of dowel bar inserter stations. A single file dowel bar path (102) is provided immediately above the plurality of dowel bar inserter stations overlying an upper dowel bar shuttle (96) for each inserter station. The feeder (H) includes a plurality of feeding lugs (G) for pushing dowel bars along the single file dowel bar path parallel to openings in the upper dowel bar shuttle (96). This enables dowel bars to fall into the upper dowel bar shuttle (96) until all inserter stations are loaded with dowel bars. When the dowel bars are inserted, the upper dowel bar shuttle (96) moves relative to the lower dowel bar shuttle (92). This permits an upper shuttle bar opening in the upper dowel bar shuttle (96) and the lower shuttle bar opening in the lower dowel bar shuttle (92) to move into registration one with another. Dowel bars fall from the upper shuttle bar opening in the upper dowel shuttle (96) into the lower shuttle bar opening of the lower dowel bar shuttle (92) through a pan opening in the dowel bar inserter pan (D) and onto a slab (L) formed beneath the dowel bar inserter pan (D). Thereafter, the dowel bar inserters place the dowel bars centrally of the recently slipformed slab (L). | ||||||
| 147 | METHOD FOR INSTALLING AN ENERGY CONVERSION APPARATUS IN A PAVING | PCT/NL1998/000737 | 1998-12-24 | WO99034155A1 | 1999-07-08 | |
| The method for installing an energy conversion apparatus (1) in a paving comprises: laying a road bed (3), laying a paving material (6), installing thereon a preformed rigid heat exchanger tubing (2) and exerting a pressure for embedding the heat exchanger tubing (2) in the paving material (6). | ||||||
| 148 | 철근 자동 배근 방법 | KR1020190151151 | 2019-11-22 | KR102250881B1 | 2021-05-12 | |
| 149 | 아스팔트 보강용 섬유그리드 도포장치 및 이를 이용한 도포방법 | KR1020160025641 | 2016-03-03 | KR101640389B1 | 2016-07-18 | 김정훈; 김원기; 김조순; 홍기남 |
| 본발명은아스팔트의도로의균열방지및 소성변형억제를위해아스팔트의 기층또는아스팔트표면을절삭한후 절삭표면에섬유그리드를도포하기위한아스팔트보강용섬유그리드도포장치및 이를이용한도포방법에관한것으로, 아스팔트보강용섬유그리드가이동하는경로에아스팔트보강용섬유그리드배면에형성된필름층의용융및 연소효율성을높이기위한제1, 2 커버로구성된커버부를형성함으로써, 불꽃이오로지필름층만을용융및 연소시킬수 있도록유도하여필름층의용융및 연소효율성을향상시킬수 있고, 커버부를구성하고있는제1, 2 커버의간격을아스팔트보강용섬유그리드가이동할수 있는최소의간격으로이격시킨상태에서제1, 2 커버의상, 하측면이상, 하측방향으로벌어지도록구성하고, 불꽃을분사하는불꽃분사구의돌출길이를제한하여불꽃및 열원을리사이클링시켜면서불꽃을유도하여용융및 연소효율성을향상시켜서필름층을완전히용융및 연소시키고, 아스팔트보강용섬유그리드에함침된아스팔트에멀전을최대한연화시켜서아스팔트절삭면과의부착성을극대화시키는아스팔트보강용섬유그리드도포장치및 이를이용한도포방법을제공한다. | ||||||
| 150 | 콘크리트 도로 포장용 철근 공급을 위한 철근대차 | KR1020110123988 | 2011-11-25 | KR101329043B1 | 2013-11-14 | 김도학; 김인택; 윤기완; 인영길; 안찬혁; 이한복; 김병기; 배경운; 주현규 |
| 본 발명의 콘크리트 도로 포장용 철근 공급을 위한 철근대차는, 콘크리트 도로 시공시, 양측에 설치된 레일을 따라 철근을 공급하는 철근대차로서, 철근대차를 주행시키는 동력을 전달하고, 철근대차의 방향 전환을 제어하는 구동제어부; 구동제어부로부터 제공되는 동력에 대응하여 회전하는 회전축; 주행 방향의 전방 좌우측 및 후방 좌우측에 각각 설치되고, 후방 좌우측이 각각 상기 회전축에 연결되어 회전하며, 양측 레일 상에 안착되어 철근대차를 이동시키는 파이프형 구동바퀴; 파이프형 구동바퀴 상부에 수평으로 설치되어 상부 구조물을 지지하는 지지프레임; 및 지지프레임 상부에 형성되어 상기 철근이 적재되는 철근 적재부를 포함하되, 파이프형 구동바퀴의 길이는 양측 레일보다 길게 형성되어, 양측 레일의 간격 조정 없이 파이프형 구동바퀴의 외주면의 일부가 안착되는 것을 특징으로 한다.
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| 151 | 연약지반을가진도로의단차방지시공방법 | KR1019960032604 | 1996-08-05 | KR100173555B1 | 1999-02-18 | 권오현; 유우현 |
| 본 발명은 연약지반을 가진 도로의 단차방지 시공방법에 관한 것으로 일반성토부와 발포폴리스틸렌블록성토부간의 침하속도 차이에 의해서 유발되는 양 성토부사이 경계부의 파손을 근본적으로 방지하기 위해서 일반 성토부(44)와 발포폴리스틸렌블록성토부(45) 와의 경계부(B) 주위에 상기 성토부(44), (45) 위에 형성되는 콘크리트슬라브(47)의 두께보다 약 2~3배 정도 두꺼운 단차방지슬라브(10)를 일반성토부(44) 쪽으로 연장되게 시공함을 특징으로 하는 연약지반을 가진 도로의 단차방지 시공방법. | ||||||
| 152 | APPARATUS AND METHOD FOR INSTALLING A REINFORCING MESH | PCT/AU2014/001046 | 2014-11-18 | WO2015070278A1 | 2015-05-21 | EVANS, David, William |
An apparatus (100) for installing a reinforcing mesh to secure a rock face has a support frame (110) with a plurality of frame elements (111, 112, 113) defining a frame face (136) of the support frame (110). A plurality of locating elements (120) are each mounted on the support frame (110) and project from the frame face (116). Each of the locating elements (120) is configured to extend through an aperture (203) of a reinforcing mesh (200) to be installed. A mount (130) is provided on the support frame (110) and is configured to be mounted to a support arm (150). |
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| 153 | DOWEL BAR INSERTER KIT HAVING CHAIN FEEDER | PCT/US0026609 | 2000-09-28 | WO0125559A3 | 2001-10-04 | GUNTERT RONALD M JR; DAHLINGER GERALD LEE; FRANCIS RICHARD W |
| A dowel bar inserter kit (E) is used, typically in combination with a paver (P). The dowel bar inserter kit (E) is removably detachable from the paver (P) and includes at least two laterally extending support beams (S) supported from the paver extending away from and behind the paver (P) over the formed plastic concrete slab (L). A plurality of support carriages (K) move synchronously on each laterally extending support beam (S) towards and away from the supported frame of the paver (P). A suspended dowel bar inserter pan (D) is attached at distal ends to the support carriages, the suspended dowel bar inserter pan (D) defines apertures (42) for insertion of the medial dowel bar insert pan hinge (80) to enable the suspended dowel bar inserter pan (D) to crown with respect to the freshly placed plastic concrete slab (L). An inserter beam (I) is supported at distal ends to the support carriages (K). The inserter beam (I) has dowel bar inserters corresponding to the apertures (42) for the insertion of dowel bars through the suspended dowel bar inserter pan (D). The inserter beam (I) has a medial inserter beam hinge (100) to enable the suspended dowel bar inserter beam to crown with respect to a corresponding crown in the suspended dowel bar inserter pan (D). | ||||||
| 154 | DETACHABLE DOWEL BAR INSERTER KIT FOR PORTABLE SLIP FORM PAVER | PCT/US2000/026590 | 2000-09-28 | WO01025544A1 | 2001-04-12 | |
| A dowel bar inserter kit (I) has removable attachment to and from a slipform (22) paver (P). The kit (I) includes a track bolster (B) on each side having a crossbeam (C) tying the bolsters (B) together at the rear of the inserter (I). Each bolster (B) is provided with two flange attachments (24, 26) to the paver (P), typically one flange attachment to the frame (F) and one flange attachment to the jacking column (18, 20) of the paver (P). These paired attachments (24, 26) of each side bolster (B) assure the kit (I) maintains the same overall level maintained by the rectilinear frame (F) of the paver (P) during paver travel. Each bolster (B) defines support car tracks (T). These support car tracks (T) enabling inserter support cars (K) to travel on the tracks (T) during machine paving. During dowel bar placement, the support cars (K) remain stationary with respect to the formed slab (L) while the slip form (22) paver (P) continues with its required forward motion. These support cars (K) also enable vertical up and down movement to permit insertion and removal of the dowel bar inserters (32) from the recently formed slab (L). Insertion of dowel bars occurs through a dowel bar inserter pan (D), which pan (D) is maintained at an adjustable constant vertical distance from the support cars (K) through a system of telescoping beams (52, 54, 56) and winches (50). A chain feeder (H) is supported from the dowel bar inserter pan (D) and operates to dispense dowel bars from a feeding mechanism, which is contained within the paver profile as defined by the machine tracks. | ||||||
| 155 | DEVICE FOR INSERTING DOWELS INTO FRESHLY LAID ROAD SURFACES | PCT/EP1999/009127 | 1999-12-17 | WO00046449A1 | 2000-08-10 | |
| The invention relates to a device for inserting dowels (2) in the vicinity of perpendicularly running expanding joints of freshly laid concrete road surfaces (4). The inventive device comprises a machine frame (8) which is supported by traveling mechanisms (6), at least one storage container (10, 12) for the dowels (2), and a smoothing plank (20) which rests on the road surface (4) and which comprises slots (24), said slots running in a direction of travel and being provided for accommodating the dowels (2). The smoothing plank also has a retaining device (28) for the dowels which are located in the slots (24). The inventive device is also equipped with a dowel placing device (32). The invention provides that a peg conveying device (40) individually accepts dowels (2) in a section (44) of a bottom or lateral area (48, 52) of the storage container (10, 12) and delivers the dowels (2) to the smoothing plank (20). | ||||||
| 156 | DEVICE FOR PLACING DOWELS, AND SPACERS FOR DOWELS PROVIDED FOR CONCRETE ROAD SURFACES | PCT/EP1999/009665 | 1999-12-09 | WO00036220A1 | 2000-06-22 | |
| The invention relates to a method for producing a concrete road surface, whereby dowels are placed in the concrete material in the area of transverse joints and/or longitudinal joints, said joints being particularly configured as dummy joints. The aim of the invention is to attain a simple and economical placement of the dowels. To this end, the dowels are prefabricated with spacers in an automated manner, and the device for placing the dowels is fitted also in an automated manner. The invention also relates to a device for placing the dowels which is used to carry out said method. A spacer can be deformed in a ductile manner for an appropriate configuration in order to attain a desired specified height of the dowels. | ||||||
| 157 | BAND REINFORCEMENT INSERTING APPARATUS AND PROCESS | PCT/US1991009445 | 1991-12-12 | WO1992012294A1 | 1992-07-23 | GUNTERT & ZIMMERMAN CONSTR. DIV., INC.; GUNTERT, Ronald, Moffitt, Sr.; GUNTERT, Ronald, Moffitt, Jr.; EARLEY, Wilbur, F. |
| In combination with a controlled to line and grade paving machine (A) of the slip form or form type variety for placing concrete (B), an apparatus and process for the placement of horizontally disposed continuously dispensed side-by-side and/or vertically staggered reinforcing bands (R) is disclosed. The paver (A) is of the variety that sequentially receives and spreads (directly on grade ahead or from a side feeder) fresh concrete (B) in front of the paver (A), levels and holds the concrete to an approximate uniform head (35), liquifies the concrete (by vibration (60, 62) if necessary), confines the concrete to finish dimension of the intended pavement slab, and finishes the slab (L) by the passing a confining form pan (P) over the slab (L) as placed. The apparatus for the introduction and placement of continuously disposed horizontal concrete band reinforcing (R) is introduced in the freshly leveled concrete between the spreading and leveling apparatus (S, M) and the front of the form (P). Preferably, the horizontal bands (R) are dispensed into the concrete from staggered dispensing inserters (I) located between the leveling apparatus (M) and the form (P). These inserters (I) have the band reinforcement threaded within and dispensed from band supporting tubes trailing the inserters (I) as they move through the unconsolidated concrete. | ||||||
| 158 | DOWEL FITTING DEVICE | PCT/EP1991000600 | 1991-03-27 | WO1991017314A1 | 1991-11-14 | THOMA, Erhard |
| The description relates to a dowel fitting device which can be inserted in a slip form paver (1). Several brackets (30) are pivotably arranged in front of the vehicle superstructure (2) and in front of the devices (3, 11, 12) for compacting the concrete (10), in the direction of travel. Dowel receivers (33) are located at the end of the brackets (30). In a loading position (33'), the dowel receivers (33) take dowels (31) from a magazine (32). After a pivoting cycle the dowel receivers assume a setting position in which, looked at in the direction of travel, they extend from the front into the region of initial compacting of the concrete (10) parallel to the direction of travel. The dowels (31) are pushed out at this point. | ||||||
| 159 | GLASS FIBER FOR ROAD REINFORCEMENT | PCT/US2019/040047 | 2019-07-01 | WO2020014022A1 | 2020-01-16 | BRANDT, Luc; MOIREAU, Patrick; GACHET GUILLOT, Pauline; DIDIERJEAN, Patrick |
A device for producing and applying a fibrous reinforcement material, such as a texturized strand material, as well as systems for and methods of reinforcing a road using the fibrous reinforcement material, are disclosed. |
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| 160 | MACHINE, SYSTEM AND METHOD FOR RESURFACING EXISTING ROADS | PCT/US2017/023198 | 2017-03-20 | WO2017161369A1 | 2017-09-21 | CAWTHERN, John, D. |
A machine for resurface existing roads is disclosed. The machine may include a first group of sprayers configured to form a first layer of binding material, and a fiber material distribution component positioned adjacent the first group of sprayers. The fiber material distribution component may be configured to distribute fiber material onto the first layer of the binding material. The machine may also include a second group of sprayers positioned adjacent the fiber material distribution component. The second group of sprayers may be configured to form a second layer of the binding material over the distributed fiber material. Additionally, the machine may include a channel positioned adjacent the second group of sprayers. The channel may be configured to supply an asphalt mixture over the second layer of the binding material. Further, the machine may include a screed positioned adjacent the conduit, where the screed may be positioned to contact the asphalt mixture. |
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