首页 / 专利分类库 / 道路、铁路或桥梁的建筑 / 道路、体育场或类似工程的修建或其铺面;修建和修复用的机械和附属工具 / 建造、修理、修复或去除道路或类似铺面用的辅助设备 / ·铺设加筋构件或接缝条的设备;可拆除的钢筋构件支撑(不能拆除的支撑入E01C 11/16;用于支撑钢筋构件的边模入E01C 19/50);在铺面上铺设例如,预应力钢筋所必需的水平管用的设备,例如,可拆除的模
序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
161 DOWEL BAR LOADER PCT/US2009/058318 2009-09-25 WO2010039595A1 2010-04-08 GUILBAULT, Donny; O'BRIEN, Jack; ZEDLER, Jim

A dowel bar loader comprising an inlet for receiving dowel bars, an outlet for delivering dowel bars, and a serpentine path connecting the inlet to the outlet. The path includes at least three changes in direction between the inlet and the outlet. In preferred embodiments, the path can include seven changes in direction or more. In one embodiment, the changes in direction comprises an angle change of at least about twenty- five degrees. The dowel bar loader further includes a control mechanism positioned to control movement of dowel bars in the path, and a spacer mechanism for spacing the dowel bars from each other in preparation for delivery to the dowel bar inserter. Preferably, the control mechanism is upstream of the spacer mechanism and spaced from the outlet. In one embodiment, the control mechanism comprises a control wheel that rotates completely around during normal operation.

162 SCREED RAIL APPARATUS PCT/GB2009/050713 2009-06-22 WO2009153604A1 2009-12-23 ARNOLD, Rodney Malcolm

Screed rail apparatus comprises a divider plate member and means to support the divider plate member, in use, in an upright position with the upper edge thereof at a predetermined height above the ground, in which the support means comprises legs carrying means for releasable engagement with the laterally-extending elements of the apparatus, whereby the legs are removable therefrom in a lateral direction. The legs are initially attached to or engaged with the laterally-extending elements on one side of the apparatus to enable the height and level of the upper edge with respect to the ground sub-base to be determined while concrete is poured to form a slab on the side of the divider plate remote from the legs. Once the poured concrete has at least partially set, the legs may then be released and removed for reuse and concrete is poured to form the second or subsequent slab.

163 JOINTS IN MATERIAL LAID WHILE WET AND ALLOWED TO HARDEN PCT/AU2008/000061 2008-01-17 WO2008086577A1 2008-07-24 UNDERWOOD, Daniel Charles

Dowels (10, 11, 12) and (13) are V-shaped or U-shaped and bridge a joint (17) between adjacent concrete slabs. Legs (15) and (16) are imbedded in one slab and the apical or bend section (18) up to the juncture line (17) between the slabs may be greased and with an insert (14) in place it results in the apical section being free to move back and forwards in the corresponding slab relatively speaking. The dowel (11) is located inside a sleeve (19) as lost form work in one of the slabs as for the insert (14). The dowel (11) has its apical region (18) in position by reason of stops (20) and (21) inside the sleeve (19). The capacity of the assembly may be supplemented by an additional dowel (11) shown in phantom which is nested inside the first dowel.

164 DOWEL BAR INSERTER KIT HAVING CHAIN FEEDER PCT/US2000/026609 2000-09-28 WO01025559A2 2001-04-12
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).
165 METHOD FOR PRODUCING A CONCRETE ROAD SURFACE USING DOWELS PCT/EP1999/009666 1999-12-09 WO00036221A1 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. In order to ensure a precise specified position of the dowels, dowels are used which comprise a bulk density that at least essentially corresponds to that of said concrete material during installation.
166 MOBILE WORK STATION FOR ASSEMBLING AND LAYING REINFORCING BARS PCT/AU1997000434 1997-07-09 WO1998002615A1 1998-01-22
A mobile work station, for the assembling and laying of pavement reinforcing bars, comprising a wheeled chassis (6, 7) adapted to travel a route along which a pavement is to be laid and carrying a longitudinal rod guide and spacing means (23) extending transversely of the chassis at or towards the front thereof. The chassis having an open topped magazine (15) adapted to hold a quantity of transverse rods (16) situated aft of said guide and spacing means, and apron means (20, 21) extending rearwardly and downwardly from said magazine over which a reinforcing mesh ribbon may slide for deposition behind the chassis as the chassis moves ahead.
167 APPLICATOR FOR APPLYING A SURFACE TREATMENT PCT/GB9100733 1991-05-08 WO9117313A3 1991-12-26 HIGGINSON PHILIP JOHN
An applicator for mounting on a vehicle for applying a surface treatment of tar and/or bituminous binder material reinforced with glass fibres, such an applicator comprising an open bottomed spray bar housing (1), a fan (16) for producing a downdraft in the housing, at least one spray bar (5, 19) mounted on said housing and adapted to extend transversely of the direction of movement of the vehicle on which the applicator is mounted, a plurality of nozzles (6, 20) spaced longitudinally along the spray bar for spraying binder material, means (10) for controlling said nozzles, a plurality of sources (14, 24-28) for dispensing cut glass fibres through said open bottomed housing to the surface of binder material previously sprayed from the spray bar nozzles during use of the applicator, said sources being mounted at locations spaced along a plane substantially parallel to said spray bar, such that the glass fibres are dispensed substantially evenly onto the surface of binder material previously sprayed from the spray bar nozzles.
168 Machine for forming a concrete path or the like, as well as device for inserting dowels applied herewith EP02078338.7 2002-08-12 EP1284323B1 2007-12-05 Casters, François Joseph
169 Method and machine for forming a concrete path or the like, as well as device for inserting dowels applied herewith EP02078338.7 2002-08-12 EP1284323A1 2003-02-19 Casters, François Joseph

Method for forming a concrete path (2) or the like, which concrete path (2) is provided with dowels (3), whereby unhardened concrete (8), by means of at least one form piece (11) moving over the concrete (8), is brought into the shape of the concrete path (2) to be realized, characterized in that said dowels (3) are brought into the concrete (8) in front of and/or at the height of the form piece (11), more particularly before and/or at the moment that the concrete (8) surrounding the dowels (3), by means of said form piece (11), is forced into the shape of the concrete path (2) to be realized.

170 Apparatus for inserting dowel bars in a concrete slip forming machine EP97401907.7 1997-08-08 EP0824165A3 1998-10-21 Godbersen, Gary L.

An apparatus for inserting dowel bars (49) into a concrete slab (14) in association with a slip forming machine (10) of a type having a frame with a pan (17) attached thereto for shaping uncured concrete into a continuous concrete slab. The pan (17) itself has a space therein completely across the pan and dowel bar retainers (24) are disposed above this space in the pan for holding dowel bars (49) in readiness to be inserted into the concrete slab (14). A dowel bar inserter (28) is disposed above each of the dowel bar retainers (24) for pushing the dowel bars down, preferably all at one time. The dowel bar inserter (28) is adjustable and removable. If removed, the forward (17A) and rear (17B) portions of the pan can be bolted together instead of being spaced apart.

171 Apparatus for inserting dowel bars in a concrete slip forming machine EP97401907.7 1997-08-08 EP0824165A2 1998-02-18 Godbersen, Gary L.

An apparatus for inserting dowel bars (49) into a concrete slab (14) in association with a slip forming machine (10) of a type having a frame with a pan (17) attached thereto for shaping uncured concrete into a continuous concrete slab. The pan (17) itself has a space therein completely across the pan and dowel bar retainers (24) are disposed above this space in the pan for holding dowel bars (49) in readiness to be inserted into the concrete slab (14). A dowel bar inserter (28) is disposed above each of the dowel bar retainers (24) for pushing the dowel bars down, preferably all at one time. The dowel bar inserter (28) is adjustable and removable. If removed, the forward (17A) and rear (17B) portions of the pan can be bolted together instead of being spaced apart.

172 Concrete slip forming machine and method of inserting dowel bars EP92304971.2 1992-06-01 EP0518535B1 1996-09-25 Godbersen, Gary L.
173 DÜBELSETZGERÄT EP91906661.3 1991-03-27 EP0479967B1 1993-12-01 WEINBERGER, Michael
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.
174 Method for producing and device for laying a reinforcement and supporting means therefor EP92200667.1 1992-03-06 EP0502586A3 1993-01-07 HOOGENDOORN, Gerardus Cornelis

Method for producing a reinforcement for a surface (1). A reinforcement is produced at the site (2) of said surface (1) by laying at least two groups (13,18) of parallel, intersecting reinforcement bars. The reinforcement bars of a group (13) are produced starting from a mobile device (4) by unwinding a piece of wire from a wire store (5), straightening said piece of wire, paying out said piece of wire over the surface (1) in question, and severing it. The invention also relates to a device for achieving this, and to supporting means for bearing reinforcement wires.

175 Concrete slip forming machine and method of inserting dowel bars EP92304971.2 1992-06-01 EP0518535A1 1992-12-16 Godbersen, Gary L.

A method and apparatus for inserting dowel bars (40) into a concrete slab is used in association with a slip forming machine of a type having a frame with a pan (17) attached thereto for shaping uncured concrete into a continuous concrete slab. A plurality of openings (23) are exposed through the pan and are spaced across the pan. Dowel bar retainers (24) are disposed in each respective one of the openings for holding a dowel bar in readiness to be inserted into the concrete slab. A dowel bar inserter (27) is disposed above each of the dowel bar retainers for pushing a dowel bar disposed in a respective one of the dowel bar retainers through a respective one the openings and into the concrete slab. Apparatus (30) is provided for automatically and independently actuating each one of the dowel bar inserters at a predetermined place in a concrete slab whereby respective ones of the dowel bars disposed in respective ones of the dowel bar inserters can be positioned in the concrete in a predetermined pattern across the concrete slab.

176 Method and device for laying down grid textiles for reinforcing bituminous-bonded pavements of streets or the like EP87104738 1987-03-31 EP0241803A3 1988-08-03
177 Dispositif perfectionné d'enfoncement et de positionnement de goujons dans des dalles en béton EP86200375.3 1986-03-10 EP0196698B1 1988-08-03 Aeschlimann, Jean
178 Strengthening a matrix EP83305982.7 1983-10-03 EP0122995B1 1988-05-11 Mercer, Frank Brian
179 Apparatus and process for dowel insertion to concrete panel joints EP83300675.2 1983-02-10 EP0117323B1 1987-08-26 Guntert, Ronald M.
180 Dispositif perfectionné d'enfoncement et de positionnement de goujons dans des dalles en béton EP86200375.3 1986-03-10 EP0196698A1 1986-10-08 Aeschlimann, Jean

On alimente automatiquement un dispositif pour enfoncer et positionner des goujons (1) dans des dalles de béton (3) lors de la construction d'une route, à l'aide d'un caisson mobile (8) de chargement, cloisonné en compartiments verticaux (9), sans fond, qu'on entraîne d'un côté à l'autre de la plaque lisseuse (4). Les goujons (1) tombent du caisson (8) dans des entailles (15) d'un cadre-tiroir (12). En actionnant le cadre-tiroir (12), on déplace chacun des goujons emprisonnés dans les entailles (15) vers des ouvertures d'introduction des goujons au travers de la plaque lisseuse (4), par lesquelles les goujons tombent sur la surface de la dalle de béton (3).

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