CN101906748A - Self-propelled all-hydraulic slip form paver - Google Patents

Self-propelled all-hydraulic slip form paver Download PDF

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Publication number
CN101906748A
CN101906748A CN 201010251076 CN201010251076A CN101906748A CN 101906748 A CN101906748 A CN 101906748A CN 201010251076 CN201010251076 CN 201010251076 CN 201010251076 A CN201010251076 A CN 201010251076A CN 101906748 A CN101906748 A CN 101906748A
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CN
China
Prior art keywords
plate
slurry
paver
propelled
self
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CN 201010251076
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Chinese (zh)
Inventor
赵国普
何慧国
郝名洪
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江苏四明工程机械有限公司
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Priority to CN 201010251076 priority Critical patent/CN101906748A/en
Publication of CN101906748A publication Critical patent/CN101906748A/en

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Abstract

The invention provides a self-propelled all-hydraulic slip form paver and relates to continuous concrete paving equipment for paving curb, impound strap, gutter and the like, in particular to a self-propelled all-hydraulic slip form paver. The paver comprises a molding mold, a mold hopper and an external vibrator, wherein the molding mold is arranged below the mold hopper and comprises a front plate, a first side plate and a second side plate; the first side plate and the second side plate are connected to both sides of the front plate respectively; a template is arranged between the first side plate and the second side plate; the molding mold is hinged with the mold hopper through a pivot mechanism; the pivot mechanism is connected with the front plate of the molding mold and the front side face of the mold hopper; and the external vibrator is connected with the template through a link span. Due to the paver, a paved structure has stable molding, high compactness, high flatness and low cost.

Description

A kind of self-propelled all-hydraulic slip form paver

Technical field

The present invention relates to a kind of road kerb that is used to pave, block the concrete continuous laying equipment of water band and gutter etc., relate in particular to a kind of self-propelled all-hydraulic slip form paver.

Background technology

Present self-propelled slip form paver generally includes dynamical system, travel driving system, main machine frame, feeding system, automatic control system, closely knit formation system etc.Main machine frame is supported on 3~4 crawler belts or the tire assembly, the built-in CD-ROM drive motor of crawler belt or tire assembly; The feeding system that is contained on the main machine frame comprises storage bin hopper and defeated material spiral or belt; The closely knit formation system that is connected on the main machine frame is the operating mechanism of slip form paver, its built-in plug-in type vibrating head, mould front hopper, moulding form etc.The work progress of this slip form paver is: the travel driving system of slip form paver drives the complete machine walking, along with slip form paver stably advances, compound in the main frame storage bin hopper is transported in the hopper of closely knit formation system by spiral or belt, the vibrating head that is contained in the main hopper carries out the high-frequency vibration to the concrete around it, get rid of the air in the concrete and concrete is flowed fast, moulding form is built out continuous structure along with main frame advances to front slide in the back of mould.Because above-mentioned slip form paver adopts the plug-in type vibrating head to carry out closely knit moulding, required concrete slump must be stabilized in the reasonable range; If concrete slump is too high, distortion appears in structure easily that pave; If concrete slump is low excessively, then concrete workability is poor, and vibrating head is difficult to evenly closely knit to it, defectives such as hole, not full, the inner hole of structure appearance.This class slip form paver requires high at the construction field (site) to concrete slump, for reaching this requirement, need mix and stir with the pressure agitator, and concrete mixing and transporting car carries out haul, has increased construction costs.

Summary of the invention

Technical problem to be solved by this invention provides the lower and structure stable molding of a kind of cost during harsh concrete of paving, compactness height, self-propelled all-hydraulic slip form paver that planeness is good.

The object of the present invention is achieved like this: a kind of self-propelled all-hydraulic slip form paver, comprise moulding form and mould hopper, moulding form is arranged in the below of mould hopper, described moulding form comprises header board, first side plate and second side plate, first side plate and second side plate are connected to the both sides of header board, between first side plate and second side plate, arrange template, moulding form is hinged mutually by hinge mechanism and mould hopper, and described hinge mechanism connects the header board of moulding form and the leading flank of mould hopper; Also comprise external vibrator in addition, described external vibrator links to each other with described template by link.

As a further improvement on the present invention, link comprises external vibrator junction plate, upper backup pad, leveling board, lower supporting plate, described external vibrator removably is connected on the external vibrator junction plate, the downside of described external vibrator junction plate connects at least two upper backup pads, the downside of upper backup pad is connected on the upper side of leveling board, the arranged beneath template of leveling board, described template is connected on the leveling board by at least two lower supporting plates; Upper side at leveling board connects two L type suspension plate, and the bending section of one of them L type suspension plate rides on the upper side of first side plate, and the bending section of another L type suspension plate rides on the upper side of second side plate.

As a further improvement on the present invention, at the arranged beneath of template vibrating plate once, described vibrating plate down is connected down on the downside of vibrating plate by at least two suspension plate.The following vibrating plate that the template downside connects can be used for the concrete of closely knit structure bottom, thereby increases the height of the structure that paves.

As a further improvement on the present invention, arrange a plurality of damping blocks between the bending section of each L type suspension plate and the corresponding side plate upper side, L type suspension plate interconnects by bolt and damping block.Between the bending section of L type suspension plate and side plate upper side, arrange damping block, can reduce the side plate Oscillation Amplitude that external vibrator causes, both improved and be installed in other mechanism stability on the moulding form side plate, increased vibrator again concrete closely knit effect.

As a further improvement on the present invention, respectively arrange a limiting plate at the rear portion of first side plate and second side plate, described limiting plate is in the rear side of two L type suspension plate simultaneously; Limiting plate comprises a level board and a vertical plate, and the upside of level board and two L type suspension plate interconnects, and arranges damping block between level board and L type suspension plate; The rear side of vertical plate and two L type suspension plate interconnects, and arranges other damping block between vertical plate and L type suspension plate.Limiting plate can prevent that external in the course of the work vibrator and link are offset backward and upwards.

As a further improvement on the present invention, described hinge mechanism comprises upper plate, lower plate, columnar shaft, clutch shaft bearing mechanism and second Bearning mechanism, the downside of described upper plate is welded on the outer surface of columnar shaft along the length direction of columnar shaft, the clutch shaft bearing mechanism and second Bearning mechanism are welded on respectively on the upper side of lower plate, at the two ends of described columnar shaft first connecting axle and second connecting axle are set respectively, columnar shaft is arranged between two Bearning mechanisms, and described two connecting axles are installed in respectively in two Bearning mechanisms.Hinge mechanism rotates flexibly, and is rational in infrastructure.

As a further improvement on the present invention, arrange that at the upside of first side plate and second side plate one promotes crossbeam, described lifting crossbeam is connected across between first side plate and second side plate, promotes the piston rod front end that crossbeam connects a hydraulic jack; On the trailing flank of mould hopper, connect a spring decompressor install bin, in described install bin, arrange the spring decompressor, described spring decompressor comprises sliding clamp, fixed base plate, pull bar, guide pillar, spring, backing pin, and described fixed base plate is fixedly connected between the two side of install bin; Sliding clamp also is to be arranged between the two side of install bin, and is in the top of fixed base plate; The lower end of pull bar links to each other with hydraulic jack, and the upper end of pull bar runs through fixed base plate and sliding clamp successively, connects a backing pin, socket one spring on the pull bar between sliding clamp and the fixed base plate at the front end of pull bar; In addition, also arrange at least two guide pillars between sliding clamp and fixed base plate, the lower end of above-mentioned every guide pillar is connected on the upper side of fixed base plate, and sliding clamp is run through in the upper end of every guide pillar; On every guide pillar between sliding clamp and the fixed base plate, also distinguish socket one spring.Hydraulic jack and spring decompressor may be adjusted to the pattern tool and are pressed in weight above the concrete, make heavier moulding form can respond the variation of hinge mechanism high and low position and change the high level of structure, guarantee the planeness of structure.

As a further improvement on the present invention, link to each other with the one brush sizing device by a towing plate at the rear side of moulding form, towing plate respectively with moulding form with smear sizing device and be hinged mutually; The described sizing device of smearing comprises that two are smeared slurry side plate and a horizontal connecting plate, smear between the slurry side plate and be parallel to each other for described two, thereby horizontal connecting plate and above-mentioned two is smeared the slurry side plate and is interconnected and smear the spaces of starching between the side plate with two and be separated into upper and lower two parts; In the upper space of smearing the formation of slurry side plate and horizontal connecting plate a slurry bucket wide at the top and narrow at the bottom is set, described slurry bucket grout outlet wide at the top and narrow at the bottom is arranged on the junction between slurry bucket and the level board; Arrange one brush slurry template in the lower space of smearing the formation of slurry side plate and horizontal connecting plate, the described slurry template of smearing is connected on the downside of horizontal connecting plate, and arranges along the grout outlet length direction of starching bucket.Smearing sizing device can move ahead automatically with slip form paver, smears slurry voluntarily, the pitted skin problem that the structure surface is occurred when paving harsh concrete with solution; Use is smeared sizing device and is smeared slurry conveniently, saves the labour; Cement paste in the slurry bucket is put on the upper surface of structure by template; Cement paste in the dual-side hopper is put on the both side surface of structure respectively by the side plate of correspondence.

As a further improvement on the present invention, on each smears the outer surface of slurry side plate, side slurry bucket is set respectively, the stock inlet that each side slurry struggles against is arranged on correspondence and smears on the slurry inner side surfaces of side plates, thereby the inner space of side slurry bucket is interconnected with the inner space of starching bucket; The grout outlet of above-mentioned each side slurry bucket also is separately positioned on correspondence and smears on the slurry inner side surfaces of side plates, and grout outlet be in horizontal connecting plate the below, with smear the lower space that slurry side plate and horizontal connecting plate form and be interconnected.

As a further improvement on the present invention, on the inner surface that every is smeared slurry side plate bottom a baffle is set respectively.Baffle is used to prevent that cement paste from flowing out from the downside of smearing the slurry side plate.

In sum, the present invention compares with existing self-propelled slip form paver, the link compact conformation that connects external vibrator, the vibration force that external vibrator produces can be passed to template equably, moulding form links to each other with mould hopper by hinge mechanism, thereby make moulding form be in quick condition on concrete, this floating die assembly mechanism can gently regulate the high level of structure in the course of work of slip form paver, prevent that step and impression from appearring in structure; The vibration of external vibrator can strengthen the closely knit effect of structure, can eliminate again and be stained with the concrete that is bonded on the template, thereby make structure stable molding, compactness height, the planeness of making good; So need not to force agitator mix and concrete mixing and transporting car to carry out haul, cost is low.

Description of drawings

Fig. 1 is a kind of structural representation of the present invention;

Fig. 2 is a kind of structural representation of hinge mechanism among the present invention;

Fig. 3 is the side-looking structural representation that is connected of external vibrator and moulding form among the present invention;

Fig. 4 is the main TV structure schematic diagram that is connected of external vibrator and moulding form among the present invention;

Fig. 5 is the main TV structure schematic diagram of layered vibration mechanism among the present invention;

Fig. 6 is the side-looking structural representation of layered vibration mechanism among the present invention;

Fig. 7 is the structural representation of medi-spring decompressor of the present invention;

Fig. 8 is a kind of perspective view of smearing sizing device among the present invention;

Fig. 9 smears sizing device to be connected schematic diagram when working on the moulding form among the present invention.

The specific embodiment

As shown in Figure 1, moulding form 1 is arranged in the below of mould hopper 2, and is hinged and connected on the mould hopper 2 by a hinge mechanism 3.Described hinge mechanism 3 connects the header board of moulding form 1 and the leading flank of mould hopper 2.

As shown in Figure 2, described hinge mechanism 3 comprises upper plate 3-1, lower plate 3-2, columnar shaft 3-3, the 3-4 of clutch shaft bearing mechanism and the second Bearning mechanism 3-5.The downside of described upper plate 3-1 is welded on the outer surface of columnar shaft 3-3 along the length direction of columnar shaft 3-3.The 3-4 of clutch shaft bearing mechanism and the second Bearning mechanism 3-5 are welded on the upper side of lower plate 3-2.End at described columnar shaft 3-3 is provided with the first connecting axle 3-3-1, and the other end is provided with the second connecting axle 3-3-2.Above-mentioned columnar shaft 3-3 is arranged between the 3-4 of clutch shaft bearing mechanism and the second Bearning mechanism 3-5, and the described first connecting axle 3-3-1 is installed in the 3-4 of clutch shaft bearing mechanism, and the described second connecting axle 3-3-2 is installed in the second Bearning mechanism 3-5.In addition, a plurality of bolt connecting hole 3-1-1 and 3-2-1 are set respectively on upper plate 3-1 and lower plate 3-2, upper plate 3-1 is connected the leading flank of moulding form 1 or mould hopper 2 by bolt and bolt connecting hole 3-1-1, and lower plate 3-2 then is connected the leading flank of mould hopper 2 or moulding form 1 by bolt and bolt connecting hole 3-2-1.

As shown in Figure 1, also comprise an external vibrator 4, described external vibrator 4 is connected on the external vibrator junction plate 5.As shown in Figure 3, the downside of described external vibrator junction plate 5 connects upper backup pad 6, and in order to guarantee connection stability, the upper backup pad 6 in the present embodiment is two, has only shown a upper backup pad 6 among Fig. 3.The downside of upper backup pad 6 connects a leveling board 7; Arranged beneath one template 8 of leveling board 7, described template 8 is connected on the leveling board 7 by two lower supporting plates 9.

Among Fig. 3, connect a L type suspension plate 10 and the 2nd L type suspension plate 11 at the upper side of leveling board 7.The downside of a described L type suspension plate 10 is connected on the leveling board 7, and a L type suspension plate 10 is arranged in the position near the first side plate 1-1 of moulding form 1, the upper side edge of the described first side plate 1-1 is provided with the first side plate rear flange, and the top bending section of a L type suspension plate 10 rides on the first side plate rear flange; The downside of described the 2nd L type suspension plate 11 is connected on the leveling board 7, and the 2nd L type suspension plate 11 is arranged in the position near the second side plate 1-2 of moulding form 1, the upper side edge of the described second side plate 1-2 is provided with the second side plate rear flange, and the top bending section of the 2nd L type suspension plate 11 rides on the described second side plate rear flange.Go back cross-over connection side plate junction plate 1-3 between the described first side plate 1-1 and the second side plate 1-2, so that the first side plate 1-1 and the second side plate 1-2 are interconnected.

As shown in Figure 4, arranging that respectively a plurality of damping block 12, the one L type suspension plate 10 and the 2nd L type suspension plate 11 interconnect by bolt and damping block 12 respectively between the bending section of the one L type suspension plate 10 and the first side plate rear flange and between the bending section of the 2nd L type suspension plate 11 and the second side plate rear flange.First side plate 1-1 that damping block 12 causes in the time of can reducing 4 vibrations of external vibrator and the Oscillation Amplitude of the second side plate 1-2.For fear of external vibrator 4 in the course of the work and connect the link of external vibrator 4 and parts such as template backward and upwards skew, two limiting plates 13 are set in addition.Described these two limiting plates 13 are arranged in the rear portion of the first side plate 1-1 and the second side plate 1-2, above-mentioned limiting plate 13 comprises a level board 13-1 and a vertical plate 13-2, the upside of a level board 13-1 and a L type suspension plate 10 interconnects, and arranges damping block 14 between a level board 13-1 and a L type suspension plate 10; The rear side of a vertical plate 13-2 and a L type suspension plate 10 interconnects, and arranges another damping block 14 between a vertical plate 13-2 and a L type suspension plate 10.Only shown the structure that limiting plate 13 is connected with a L type suspension plate 10 among Fig. 4, limiting plate 13 is identical with above-mentioned syndeton with the syndeton of the 2nd L type suspension plate 11.

As shown in Figure 5 and Figure 6, at the arranged beneath of template 8 vibrating plate 15 once, described vibrating plate 15 down is connected down the first half of vibrating plate 15 by two suspension plate 16.The vibration of template 8 is passed to down vibrating plate 15 by suspension plate 16, and the vibration of following vibrating plate 15 can guarantee the compactness of structure bottom, and the mode of this layered vibration can improve the height of structure.

Get back to Fig. 1, arrange that at the upside of the first side plate 1-1 and the second side plate 1-2 one promotes crossbeam 17, described lifting crossbeam 17 is connected across between the first side plate 1-1 and the second side plate 1-2.Promoting welding one cylinder support 18 on the crossbeam 17, described cylinder support 18 links to each other with the piston rod front end of hydraulic jack 19.On the trailing flank of mould hopper 2, connect a spring decompressor install bin 20, in described install bin 20, arrange spring decompressor 21.As shown in Figure 7, spring decompressor 21 comprises sliding clamp 21-1, fixed base plate 21-2, pull bar 21-3, guide pillar 21-4, spring 21-5, backing pin 21-6, and described fixed base plate 21-2 is fixedly connected between the two side of install bin 20; Sliding clamp 21-1 is arranged between the two side of install bin 20, and it is in the top of fixed base plate 21-2.The lower end of pull bar 21-3 links to each other with hydraulic jack 19, and the upper end of pull bar 21-3 is run through fixed base plate 21-2 and sliding clamp 21-1 successively.Front end at pull bar 21-3 connects a backing pin 21-6.Pull bar 21-3 between sliding clamp 21-1 and the fixed base plate 21-2 goes up socket one spring 21-5.In addition, between sliding clamp 21-1 and fixed base plate 21-2, also arrange two guide pillar 21-4.The lower end of above-mentioned every guide pillar 21-4 is connected on the upper side of fixed base plate 21-2, and the upper end of every guide pillar 21-4 runs through sliding clamp 21-1, also socket one spring 21-5 respectively on every guide pillar 21-4 between sliding clamp 21-1 and the fixed base plate 21-2.When the piston rod extension elongation of regulator solution compressing cylinder 19, will change the decrement of spring 21-5, be pressed in weight on the structure thereby change moulding form 1.

As shown in Figure 1, the rear side at moulding form 1 links to each other with one brush sizing device 23 by a towing plate 22.As shown in Figure 8, smear sizing device 23 and comprise that first smears slurry side plate 23-1, second and smear slurry side plate 23-2 and horizontal connecting plate 23-3.Described first smears slurry side plate 23-1 and second smears between the slurry side plate 23-2 and is parallel to each other, and interconnects and smears the spaces of starching between the side plate with two and be separated into upper and lower two parts thereby horizontal connecting plate 23-3 and above-mentioned two smears the slurry side plate.Smearing slurry side plate 23-1, second first smears in the upper space of starching side plate 23-2 and horizontal connecting plate 23-3 formation, arrange the first swash plate 23-4 and the second swash plate 23-5, the and arranged on left and right sides limit of the first swash plate 23-4 is smeared the inner surface of starching side plate 23-2 with first inner surface and second of smearing slurry side plate 23-1 respectively and is interconnected, and the lower side of the first swash plate 23-4 is connected on the uper side surface of horizontal connecting plate 23-3; In the same manner, the and arranged on left and right sides limit of the second swash plate 23-5 is also smeared the inner surface of starching side plate 23-2 with first inner surface and second of smearing slurry side plate 23-1 respectively and is interconnected, and the lower side of the second swash plate 23-5 also is connected on the uper side surface of horizontal connecting plate 23-3; Thereby, thereby first smear slurry side plate 23-1, second and smear slurry side plate 23-2, the first swash plate 23-4 and the common slurry bucket 23-6 wide at the top and narrow at the bottom that forms of the second swash plate 23-5.Described slurry bucket 23-6 discharging opening wide at the top and narrow at the bottom is arranged on the junction of the first swash plate 23-4 and the second swash plate 23-5 and horizontal connecting plate 23-3.

Smear slurry side plate 23-1, second first and smear layout one brush slurry template 23-7 in the lower space of starching side plate 23-2 and horizontal connecting plate 23-3 formation.The described slurry template 23-7 that smears is connected on the downside of horizontal connecting plate 23-3, and arranges along the discharging opening length direction of slurry bucket 23-6.

In addition, smear on the outer surface that slurry side plate 23-1 and second smears slurry side plate 23-2 first first side hopper 23-8 and second side hopper 23-9 are set respectively, the charging aperture of first side hopper 23-8 is arranged on first and smears on the inner surface of slurry side plate 23-1, thereby the inner space of first side hopper 23-8 is interconnected with the inner space of starching bucket 23-6; In the same manner, the charging aperture of second side hopper 23-9 is arranged on second and smears on the inner surface of slurry side plate 23-2, and the inner space of second side hopper 23-9 and the inner space of slurry bucket 23-6 are interconnected.The discharging opening of above-mentioned two side hoppers also is provided with two respectively and smears on the slurry inner side surfaces of side plates, and discharging opening is in the below of horizontal connecting plate 23-3, and first smears slurry side plate 23-1, second and smears the lower space that slurry side plate 23-2 and horizontal connecting plate 23-3 form and be interconnected.In addition, first smears on the inner surface of slurry side plate 23-1 bottom the first baffle 23-10 is set, and second smears on the inner surface of slurry side plate 23-2 bottom the second baffle 23-11 is set, thereby can prevent that cement paste from flowing out from two downsides of smearing the slurry side plate.On a part of horizontal connecting plate 23-3 in the first swash plate 23-4 outside, a pair of Connection Block 23-12 is set, as shown in Figure 9, the rear side of towing plate 22 places between two Connection Block 23-12 and is hinged mutually with Connection Block 23-12, the front side of towing plate 22 place be connected moulding form 1 rear end another to being hinged mutually with Connection Block 24 between the Connection Block 24.

Among Fig. 9, along with advancing of slip form paver, moulding form 1 advances on the structure 25 of new shop by the towing plate 22 dilatory sizing devices 23 of smearing, cement paste in the slurry bucket is by smearing the upper surface that the slurry template is put on structure 25, cement paste during two side slurries struggle against is smeared the dual-side that the slurry side plate is put on structure 25 by two respectively, is smearing the smooth formation structure thing 26 of sizing device 23 back formation smooth surface thus.

Claims (10)

1. self-propelled all-hydraulic slip form paver, comprise moulding form and mould hopper, moulding form is arranged in the below of mould hopper, described moulding form comprises header board, first side plate and second side plate, first side plate and second side plate are connected to the both sides of header board, arrange template between first side plate and second side plate, it is characterized in that: moulding form is hinged mutually by hinge mechanism and mould hopper, and described hinge mechanism connects the header board of moulding form and the leading flank of mould hopper; Also comprise external vibrator in addition, described external vibrator links to each other with described template by link.
2. a kind of self-propelled all-hydraulic slip form paver according to claim 1, it is characterized in that: link comprises external vibrator junction plate, upper backup pad, leveling board, lower supporting plate, described external vibrator removably is connected on the external vibrator junction plate, the downside of described external vibrator junction plate connects at least two upper backup pads, the downside of upper backup pad is connected on the upper side of leveling board, the arranged beneath template of leveling board, described template is connected on the leveling board by at least two lower supporting plates; Upper side at leveling board connects two L type suspension plate, and the bending section of one of them L type suspension plate rides on the upper side of first side plate, and the bending section of another L type suspension plate rides on the upper side of second side plate.
3. self-propelled all-hydraulic slip form paver according to claim 2 is characterized in that: at the arranged beneath of template vibrating plate once, described vibrating plate down is connected down on the downside of vibrating plate by at least two suspension plate.
4. self-propelled all-hydraulic slip form paver according to claim 2 is characterized in that: arrange a plurality of damping blocks between the bending section of each L type suspension plate and the corresponding side plate upper side, L type suspension plate interconnects by bolt and damping block.
5. self-propelled all-hydraulic slip form paver according to claim 2 is characterized in that: the upside at first side plate and second side plate is arranged a limiting plate, and described limiting plate is in the rear side of two L type suspension plate simultaneously; Limiting plate comprises a level board and a vertical plate, and the upside of level board and two L type suspension plate interconnects, and arranges damping block between level board and L type suspension plate; The rear side of vertical plate and two L type suspension plate interconnects, and arranges other damping block between vertical plate and L type suspension plate.
6. self-propelled all-hydraulic slip form paver according to claim 1, it is characterized in that: described hinge mechanism comprises upper plate, lower plate, columnar shaft, the clutch shaft bearing mechanism and second Bearning mechanism, the downside of described upper plate is welded on the outer surface of columnar shaft along the length direction of columnar shaft, the clutch shaft bearing mechanism and second Bearning mechanism are welded on respectively on the upper side of lower plate, at the two ends of described columnar shaft first connecting axle and second connecting axle are set respectively, columnar shaft is arranged between two Bearning mechanisms, and described two connecting axles are installed in respectively in two Bearning mechanisms.
7. self-propelled all-hydraulic slip form paver according to claim 1, it is characterized in that: arrange that at the upside of first side plate and second side plate one promotes crossbeam, described lifting crossbeam is connected across between first side plate and second side plate, promotes the piston rod front end that crossbeam connects a hydraulic jack; On the trailing flank of mould hopper, connect a spring decompressor install bin, in described install bin, arrange the spring decompressor, described spring decompressor comprises sliding clamp, fixed base plate, pull bar, guide pillar, spring, backing pin, and described fixed base plate is fixedly connected between the two side of install bin; Sliding clamp also is to be arranged between the two side of install bin, and is in the top of fixed base plate; The lower end of pull bar links to each other with hydraulic jack, and the upper end of pull bar runs through fixed base plate and sliding clamp successively, connects a backing pin, socket one spring on the pull bar between sliding clamp and the fixed base plate at the front end of pull bar; In addition, also arrange at least two guide pillars between sliding clamp and fixed base plate, the lower end of above-mentioned every guide pillar is connected on the upper side of fixed base plate, and sliding clamp is run through in the upper end of every guide pillar; On every guide pillar between sliding clamp and the fixed base plate, also distinguish socket one spring.
8. self-propelled all-hydraulic slip form paver according to claim 1 is characterized in that: link to each other with the one brush sizing device by a towing plate at the rear side of moulding form, towing plate respectively with moulding form with smear sizing device and be hinged mutually; The described sizing device of smearing comprises that two are smeared slurry side plate and a horizontal connecting plate, smear between the slurry side plate and be parallel to each other for described two, thereby horizontal connecting plate and above-mentioned two is smeared the slurry side plate and is interconnected and smear the spaces of starching between the side plate with two and be separated into upper and lower two parts; In the upper space of smearing the formation of slurry side plate and horizontal connecting plate a slurry bucket wide at the top and narrow at the bottom is set, described slurry bucket discharging opening wide at the top and narrow at the bottom is arranged on the junction between slurry bucket and the level board; Arrange one brush slurry template in the lower space of smearing the formation of slurry side plate and horizontal connecting plate, the described slurry template of smearing is connected on the downside of horizontal connecting plate, and arranges along the discharging opening length direction of starching bucket.
9. self-propelled all-hydraulic slip form paver according to claim 8, it is characterized in that: smear on the outer surface of starching side plate at each a side hopper is set respectively, the charging aperture of each side hopper is arranged on correspondence and smears on the slurry inner side surfaces of side plates, thereby the inner space of side hopper is interconnected with the inner space that slurry struggles against; The discharging opening of above-mentioned each side hopper also is separately positioned on correspondence and smears on the slurry inner side surfaces of side plates, and discharging opening be in horizontal connecting plate the below, with smear the lower space that slurry side plate and horizontal connecting plate form and be interconnected.
10. self-propelled all-hydraulic slip form paver according to claim 9 is characterized in that: smear on the inner surface of starching the side plate bottom for every a baffle is set respectively.
CN 201010251076 2010-08-06 2010-08-06 Self-propelled all-hydraulic slip form paver CN101906748A (en)

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CN103993541A (en) * 2014-04-30 2014-08-20 陈建军 Mold fixer of slipform paver
CN103993544A (en) * 2014-04-30 2014-08-20 陈建军 Mold fixer of slipform paver
CN104831605A (en) * 2015-02-12 2015-08-12 陈道田 Subgrade and pavement compacted edge vertical-die-free construction assistant mechanical device
CN106120520A (en) * 2016-08-26 2016-11-16 南通威而多专用汽车制造有限公司 Hydraulic drive type kerbstone paver
CN106192697A (en) * 2016-08-26 2016-12-07 南通威而多专用汽车制造有限公司 The hand-held of kerbstone paver turns to running gear
CN106245488A (en) * 2016-08-10 2016-12-21 中铁十二局集团有限公司 A kind of utilization is shaken the construction method of the formula of stirring sliding formwork continuous placing roadbed gutter voluntarily
CN107513924A (en) * 2017-09-04 2017-12-26 胡小君 A kind of bridge bedding laydown machine

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CN201334637Y (en) * 2008-12-22 2009-10-28 江苏四明工程机械有限公司 External vibrator vibration-absorbing connecting frame of multi-functional curb slid-form paver
CN201334638Y (en) * 2008-12-22 2009-10-28 江苏四明工程机械有限公司 Automatic plastering device of multi-functional curb slid-form paver

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CN201193306Y (en) * 2008-04-28 2009-02-11 江苏四明工程机械有限公司 Working mechanism of self-propelled multifunction curb slipform machine
CN201334637Y (en) * 2008-12-22 2009-10-28 江苏四明工程机械有限公司 External vibrator vibration-absorbing connecting frame of multi-functional curb slid-form paver
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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102304888A (en) * 2011-07-27 2012-01-04 广东省长大公路工程有限公司 Method for modifying slip-form concrete paver for paving of tunnel
CN103993541A (en) * 2014-04-30 2014-08-20 陈建军 Mold fixer of slipform paver
CN103993544A (en) * 2014-04-30 2014-08-20 陈建军 Mold fixer of slipform paver
CN103993544B (en) * 2014-04-30 2016-01-13 陈建军 Slip form paver mould holder
CN103993541B (en) * 2014-04-30 2016-03-09 陈建军 Slip form paver mould holder
CN104831605A (en) * 2015-02-12 2015-08-12 陈道田 Subgrade and pavement compacted edge vertical-die-free construction assistant mechanical device
CN104831605B (en) * 2015-02-12 2019-05-07 陈道田 Subgrade and pavement is compacted edge and helps mechanical equipment without formwork erection construction paving
CN106245488A (en) * 2016-08-10 2016-12-21 中铁十二局集团有限公司 A kind of utilization is shaken the construction method of the formula of stirring sliding formwork continuous placing roadbed gutter voluntarily
CN106245488B (en) * 2016-08-10 2019-03-05 中铁十二局集团有限公司 A kind of construction method for stirring formula voluntarily sliding formwork continuous placing roadbed gutter using vibration
CN106120520A (en) * 2016-08-26 2016-11-16 南通威而多专用汽车制造有限公司 Hydraulic drive type kerbstone paver
CN106192697B (en) * 2016-08-26 2018-04-13 南通威而多专用汽车制造有限公司 The hand-held of kerbstone paver turns to running gear
CN106192697A (en) * 2016-08-26 2016-12-07 南通威而多专用汽车制造有限公司 The hand-held of kerbstone paver turns to running gear
CN107513924A (en) * 2017-09-04 2017-12-26 胡小君 A kind of bridge bedding laydown machine
CN107513924B (en) * 2017-09-04 2018-11-02 浙江大学台州研究院 A kind of bridge bedding laydown machine

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