CN110777619A - Telescopic postposition concrete sliding die - Google Patents
Telescopic postposition concrete sliding die Download PDFInfo
- Publication number
- CN110777619A CN110777619A CN201911030442.XA CN201911030442A CN110777619A CN 110777619 A CN110777619 A CN 110777619A CN 201911030442 A CN201911030442 A CN 201911030442A CN 110777619 A CN110777619 A CN 110777619A
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- Prior art keywords
- die
- plate
- sliding
- mould
- rear concrete
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- 239000000463 material Substances 0.000 claims abstract description 8
- 238000003825 pressing Methods 0.000 claims abstract description 4
- 238000007667 floating Methods 0.000 claims description 21
- 239000000725 suspension Substances 0.000 claims description 4
- 238000007723 die pressing method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
- E01C19/4886—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ for forming in a continuous operation kerbs, gutters, berms, safety kerbs, median barriers or like structures in situ, e.g. by slip-forming, by extrusion
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
Abstract
The invention belongs to concrete paving equipment, and particularly relates to a rear concrete sliding die which comprises a middle die and at least one group of side dies arranged on the side surface of the middle die, wherein the side dies can transversely stretch relative to the middle die. The mould is characterized in that a plurality of vibrating spears used for vibrating materials and a pressing template formed on the road surface are sequentially arranged on the middle mould, an auger, a plurality of vibrating spears used for vibrating materials and a pressing template formed on the road surface are sequentially arranged on the side mould, and the position of the auger is closer to the front than the position of the vibrating spears on the middle mould. The rear concrete sliding die can adjust the forming width of the die according to different requirements, greatly improves the universality of equipment and saves the engineering cost.
Description
Technical Field
The invention belongs to concrete paving equipment, and particularly relates to a rear concrete sliding die mould.
Background
The slip form construction is an important construction process for cast-in-place concrete engineering by using a slip form die, and compared with the conventional construction method, the construction process has the advantages of high construction speed and high mechanization degree. The cross beam rail type slip form paver is completed by paving rails on two sides of a paved road surface and walking the paver on the rails on the two sides to implement paving. The roller type sliding machine is completed by two rollers or three rollers sliding along the upper part of the template rails on two sides of the paved road side, and the roller rolls the pavement to shape.
The concrete pavement slip form mold construction is a very quick and effective pavement forming mode, the large forming width of general equipment is more than 5 meters, and the concrete pavement slip form mold cannot be used for paving narrow pavements such as rural roads at present. In actual construction, the requirements for the width of a road surface are different, and how to improve the universality of the slip form mold when the width is different is a technical problem to be solved urgently.
Disclosure of Invention
In order to solve the problems, the invention provides a telescopic rear concrete sliding mould which can adjust the forming width of the mould according to different requirements, greatly improves the universality of equipment and saves the engineering cost. The technical scheme adopted by the invention is as follows:
a rear concrete sliding die comprises a middle die and at least one group of side dies arranged on the side face of the middle die, wherein the side dies can transversely stretch relative to the middle die.
Above-mentioned rearmounted concrete sliding die mould, the die block board that has arranged several vibrting spear and the road surface that is used for vibrating the material in proper order on the well mould, the auger has been arranged in proper order on the side mould, the several vibrting spear that is used for vibrating the material and the die block board that takes shape on the road surface, the position of auger leans on preceding than the position of the vibrting spear on the well mould.
According to the rear concrete sliding die, at least one sliding sleeve is arranged on the left side or/and the right side of the middle die, and the sliding rods in one-to-one sliding fit with the sliding sleeves are arranged on the side die.
According to the rear concrete sliding mould, the left side and the right side of the middle mould are side beams I, the side beams I are connected through a plurality of cross beams I, and the sliding sleeve is fixedly arranged on the side beams I;
one side of the side mold is a side mold plate, the other side of the side mold is a side beam II, and the side mold plate and the side beam II are connected through a plurality of cross beams II; and the side beam II is detachably arranged on the side die, and the sliding sleeve is assembled between the side die plate and the side beam II.
According to the rear concrete sliding die, the vibrating rod is installed at the lower end of the adjusting plate, and the adjusting plate is provided with the plurality of strip holes which are in threaded connection with the cross beam I or the cross beam II.
In the rear concrete sliding die, a floating plate capable of vertically sliding is arranged on the outer side of the side die plate, and a telescopic part II is arranged between the side die plate and the floating plate;
the floating plate is provided with a plurality of sliding grooves and a groove plate capable of sliding in the sliding grooves, the floating plate is provided with a sliding hole, the upper part of the groove plate is fixedly connected to the surface of the floating plate, and the lower part of the groove plate penetrates through the floating plate through bolts to be connected with the side template.
The telescopic piece I and the telescopic piece II are oil cylinders, electric cylinders or adjustable pull rods.
According to the rear concrete sliding die, the middle die is fixedly provided with the telescopic piece I, and the extending end of the telescopic piece I is connected with the side die.
According to the rear concrete slide die, the rear parts of the middle die and the side dies are respectively provided with a trowelling plate, the trowelling plate is provided with a vibrator, and the trowelling plate is connected with the pressing die plate at the corresponding position through the pull rod I.
According to the rear concrete sliding die, the pull rod I and the pull rod II are both telescopically adjustable, and two ends of the pull rod I are respectively hinged with the trowelling plate and the press die plate; and two ends of the pull rod II are respectively hinged with the middle die and the suspension arm.
The invention has the beneficial effects that: the sliding mode die can be integrally adjusted in a telescopic mode, and the adaptability is improved due to the fact that the width of the sliding mode die is enlarged. The layout between the middle die and the side die is reasonable, the telescopic adjustment function is realized, and simultaneously, the space of each part is effectively utilized, so that the whole machine is compact, the minimum forming width can be reduced, and the narrower pavement construction effect can be realized. The side mould can realize even batching by oneself, and it is very convenient to use.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic perspective view of another boom of the present invention;
FIG. 3 is a schematic structural view of a slipform mold of the present invention;
FIG. 4 is a schematic view of a mold structure according to the present invention;
FIG. 5 is a schematic cross-sectional view of a middle mold according to the present invention;
FIG. 6 is a schematic view of a sideform assembly of the present invention;
FIG. 7 is an exploded view of a side mold of the present invention;
FIG. 8 is a schematic cross-sectional view of a sideform of the present invention;
fig. 9 is a schematic diagram of a floating plate structure according to the present invention.
In the figure: 1 is a middle die, 11 is a cross beam I, 12 is a side beam I, 13 is a sliding sleeve, 14 is a sealing strip, 15 is an expansion piece I,
2 is a side mould, 21 is a packing auger, 22 is a motor, 23 is a side mould, 24 is a slide rod, 25 is a cross beam II, 26 is a side beam II,
3 is a compression moulding board, 4 is a vibrating bar, 5 is an adjusting board, 6 is a floating board, 61 is a vibrator, 62 is a draw bar I, 7 is a floating board, 71 is a sliding hole, 72 is a sliding groove, 73 is a groove board, 74 is a bolt, 75 is a telescopic part II, 76 is a screw hole, 8 is a suspension arm, 9 is a draw bar II, and 10 is a spare tire.
Detailed Description
The invention is further explained below with reference to the drawings.
A rear concrete sliding die comprises a middle die 1 and at least one group of side dies 2 arranged on the side surface of the middle die 1, wherein the side dies 2 can transversely stretch out and draw back relative to the middle die 1.
Above-mentioned rearmounted concrete sliding die mould, the die block board 3 that has arranged several vibrting spear 4 and the road surface that is used for vibrating the material in proper order on well mould 1, the auger 21 has been arranged in proper order on the side mould 2, the several vibrting spear 4 that is used for vibrating the material and the die block board 3 that the road surface takes shape, the position of auger 21 leans on the front than the position of vibrting spear 4 on well mould 1.
In the rear concrete sliding mould, at least one sliding sleeve 13 is arranged on the left side or/and the right side of the middle mould 1, and the sliding rods 24 which are in one-to-one sliding fit with the sliding sleeves 13 are arranged on the side mould 2.
According to the rear concrete sliding die, the left side and the right side of the middle die 1 are side beams I12, the side beams I12 are connected through a plurality of cross beams I11, and the sliding sleeve 13 is fixedly arranged on the side beams I12;
one side of the side die 1 is provided with a side die plate 23, the other side of the side die is provided with a side beam II 26, and the side die plate 23 and the side beam II 26 are connected by a plurality of cross beams II 25; the side beam II 26 is detachably arranged on the side die 1, and the sliding sleeve 13 is assembled between the side die plate 23 and the side beam II 26.
According to the rear concrete sliding die, the vibrating rod 4 is installed at the lower end of the adjusting plate 5, and the adjusting plate 5 is provided with a plurality of strip holes which are in threaded connection with the beam I11 or the beam II 25.
In the rear concrete sliding die, the floating plate 7 capable of vertically sliding is arranged on the outer side of the side die plate 23, and a telescopic part II 75 is arranged between the side die plate 23 and the floating plate 7;
the floating plate 7 is provided with a plurality of sliding grooves 72 and a groove plate 73 capable of sliding in the sliding grooves 72, the floating plate 7 is provided with a sliding hole 71, the upper part of the groove plate 73 is fixedly connected to the surface of the floating plate 7, and the lower part of the groove plate 73 penetrates through the floating plate 7 through bolts 74 to be connected with the side template 23.
The telescopic piece I15 and the telescopic piece II 75 are oil cylinders, electric cylinders or adjustable pull rods.
According to the rear concrete sliding die, the middle die 1 is fixedly provided with the telescopic piece I15, and the extending end of the telescopic piece I15 is connected with the side die 2.
According to the rear concrete slide die, the trowelling plates 6 are arranged behind the middle die 1 and the side dies 2, the trowelling plates 6 are provided with the vibrators 61, and the trowelling plates 6 are connected with the compression die plates 3 in the corresponding positions through the pull rods I62.
In the rear concrete sliding die mould, the pull rod I62 and the pull rod II 9 are both telescopically adjustable, and two ends of the pull rod I62 are respectively hinged with the trowelling plate 6 and the press die plate 3; and two ends of the pull rod II 9 are respectively hinged with the middle die 1 and the suspension arm 8.
Claims (9)
1. The utility model provides a rearmounted concrete sliding die mould which characterized in that: the side die comprises a middle die (1) and at least one group of side dies (2) arranged on the side surface of the middle die (1), wherein the side dies (2) can transversely stretch and retract relative to the middle die (1).
2. The rear concrete slipform mold according to claim 1, characterized in that: the utility model discloses a well mould (1) is gone up and has been arranged several vibrting spear (4) and the die plate (3) that the road surface takes shape that are used for vibrating the material in proper order on the mould (1), the die plate (3) that have arranged auger (21), several vibrting spear (4) and the road surface that are used for vibrating the material in proper order on side form (2), the position of auger (21) is followed by preceding than the position of going up vibrting spear (4) on well mould (1).
3. The rear concrete slipform mold according to claim 2, characterized in that: the die comprises a middle die (1), and is characterized in that at least one sliding sleeve (13) is arranged on the left side or/and the right side of the middle die (1), and sliding rods (24) which are in one-to-one sliding fit with the sliding sleeves (13) are arranged on the side die (2).
4. The rear concrete slipform mold according to claim 3, characterized in that: the left side and the right side of the middle die (1) are side beams I (12), the side beams I (12) are connected through a plurality of cross beams I (11), and the sliding sleeve (13) is fixedly arranged on the side beams I (12);
one side of the side die (1) is provided with a side die plate (23), the other side of the side die (1) is provided with a side beam II (26), and the side die plate (23) and the side beam II (26) are connected through a plurality of cross beams II (25); the side beam II (26) is detachably mounted on the side die (1), and the sliding sleeve (13) is assembled between the side die plate (23) and the side beam II (26).
5. The rear concrete slipform mold according to claim 4, characterized in that: the vibrating spear (4) is installed at the lower end of the adjusting plate (5), and a plurality of strip holes are formed in the adjusting plate (5) and are in screwed connection with the beam I (11) or the beam II (25).
6. The rear concrete slipform mold of claim 5, characterized in that: a floating plate (7) capable of sliding vertically is mounted on the outer side of the side template (23), and a telescopic part II (75) is arranged between the side template (23) and the floating plate (7);
the floating plate (7) is provided with a plurality of sliding grooves (72) and a groove plate (73) capable of sliding in the sliding grooves (72), the floating plate (7) is provided with a sliding hole (71), the upper part of the groove plate (73) is fixedly connected to the surface of the floating plate (7), and the lower part of the groove plate (73) penetrates through the floating plate (7) through a bolt (74) to be connected with the side template (23);
the telescopic piece I (15) and the telescopic piece II (75) are oil cylinders, electric cylinders or adjustable pull rods.
7. The rear concrete slipform mold according to claim 1, characterized in that: the middle die (1) is fixedly provided with an extensible member I (15), and the extending end of the extensible member I (15) is connected with the side die (2).
8. The rear concrete slipform mold according to claim 7, characterized in that: the rear of the middle die (1) and the side die (2) are both provided with a trowelling plate (6), the trowelling plate (6) is provided with a vibrator (61), and the trowelling plate (6) is connected with a pressing die plate (3) at a corresponding position through a pull rod I (62).
9. The rear concrete slipform mold according to claim 8, characterized in that: the pull rod I (62) and the pull rod II (9) are both telescopically adjustable, and two ends of the pull rod I (62) are respectively hinged with the trowelling plate (6) and the die pressing plate (3); and two ends of the pull rod II (9) are respectively hinged with the middle die (1) and the suspension arm (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911030442.XA CN110777619A (en) | 2019-10-28 | 2019-10-28 | Telescopic postposition concrete sliding die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911030442.XA CN110777619A (en) | 2019-10-28 | 2019-10-28 | Telescopic postposition concrete sliding die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110777619A true CN110777619A (en) | 2020-02-11 |
Family
ID=69386873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911030442.XA Pending CN110777619A (en) | 2019-10-28 | 2019-10-28 | Telescopic postposition concrete sliding die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110777619A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424505A (en) * | 2020-04-09 | 2020-07-17 | 张红宾 | Road paving device for municipal road construction |
| CN115961523A (en) * | 2023-02-17 | 2023-04-14 | 江苏集萃道路工程技术与装备研究所有限公司 | Variable-width slip form mold for cement slip form paver |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203755117U (en) * | 2014-01-27 | 2014-08-06 | 中交一公局第一工程有限公司 | Equipment device for improving slip-form paver |
| US8920068B1 (en) * | 2013-11-04 | 2014-12-30 | Patrick Free | Process for slip forming reinforced bridge coping with exposed rebars |
| CN204325881U (en) * | 2014-11-27 | 2015-05-13 | 赵成龙 | A kind of paver |
| CN105040562A (en) * | 2015-07-24 | 2015-11-11 | 陈建军 | Road surface slip form mold of rear-mounted slip form paver |
| CN208733432U (en) * | 2018-08-14 | 2019-04-12 | 三一汽车制造有限公司 | A kind of ironing machine and paver |
| CN211498385U (en) * | 2019-10-28 | 2020-09-15 | 陈建军 | Telescopic postposition concrete sliding die |
-
2019
- 2019-10-28 CN CN201911030442.XA patent/CN110777619A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8920068B1 (en) * | 2013-11-04 | 2014-12-30 | Patrick Free | Process for slip forming reinforced bridge coping with exposed rebars |
| CN203755117U (en) * | 2014-01-27 | 2014-08-06 | 中交一公局第一工程有限公司 | Equipment device for improving slip-form paver |
| CN204325881U (en) * | 2014-11-27 | 2015-05-13 | 赵成龙 | A kind of paver |
| CN105040562A (en) * | 2015-07-24 | 2015-11-11 | 陈建军 | Road surface slip form mold of rear-mounted slip form paver |
| CN208733432U (en) * | 2018-08-14 | 2019-04-12 | 三一汽车制造有限公司 | A kind of ironing machine and paver |
| CN211498385U (en) * | 2019-10-28 | 2020-09-15 | 陈建军 | Telescopic postposition concrete sliding die |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424505A (en) * | 2020-04-09 | 2020-07-17 | 张红宾 | Road paving device for municipal road construction |
| CN111424505B (en) * | 2020-04-09 | 2021-11-30 | 江阴市众达建设有限公司 | Road paving device for municipal road construction |
| CN115961523A (en) * | 2023-02-17 | 2023-04-14 | 江苏集萃道路工程技术与装备研究所有限公司 | Variable-width slip form mold for cement slip form paver |
| CN115961523B (en) * | 2023-02-17 | 2023-09-29 | 江苏集萃道路工程技术与装备研究所有限公司 | Variable width slipform mould for cement slipform paver |
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