CN211645845U - Dew stone concrete pavement pours template system - Google Patents
Dew stone concrete pavement pours template system Download PDFInfo
- Publication number
- CN211645845U CN211645845U CN201822067856.7U CN201822067856U CN211645845U CN 211645845 U CN211645845 U CN 211645845U CN 201822067856 U CN201822067856 U CN 201822067856U CN 211645845 U CN211645845 U CN 211645845U
- Authority
- CN
- China
- Prior art keywords
- chute
- concrete pavement
- concrete
- exposed
- stone concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a dew stone concrete pavement pours template system, its characterized in that includes: the exposed-stone concrete pavement template adopts a whole-surface transverse template; the concrete vibration adopts a vibration leveling beam which is connected with a portal bracket capable of walking along a bracket track through a leveling beam hanger; concrete pouring is carried out by utilizing the chute, the concrete chute is hung to a corresponding position through the chute hanging bracket, then the chute is fixed by the chute auxiliary supporting frame, the chute is opened to open and close the holes, and concrete is poured to the corresponding position through the chute. The utility model belongs to the road engineering field, the utility model discloses a widen exposed stone concrete pavement and pour template system, door type support vibration and scrape flat roof beam, door type support chute and pour the system, improved the efficiency and the construction quality that the road surface was pour, the work progress is simple and easy. Is suitable for popularization and application in the concreting of the exposed-stone concrete pavement.
Description
Technical Field
The utility model relates to a template system is pour on exposed stone concrete pavement belongs to the road engineering field, is applicable to dyke dam crest road construction, especially is adapted to the road transformation construction to current dykes and dams.
Background
Along with the massive construction of high earth and rockfill dams in China, dam crest cracks and dam crest roads in the construction and operation of the earth and rockfill dams become an important research subject in recent years. In the practical application process, the conventional concrete pavement is poor in pouring integrity, easy to crack and unfavorable for water prevention, a drainage ditch template is difficult to detach, and the construction efficiency is low, and the adoption of the upgrading structure and the construction method of the existing embankment dam top road is an effective measure for solving the problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a dew stone concrete pavement concreting template system to the problem that exists in the construction is reformed transform to active service dyke dam crest road, this method will pour the successful upgrading construction that has realized active service dyke dam crest road through widening dew stone concrete pavement concreting template system, door type support vibration strickle, door type support chute.
In order to realize the technical purpose, the utility model discloses a following technical scheme:
dew stone concrete road surface pours template system, including the former wave wall and curb on active service dykes and dams, its characterized in that, dew stone concrete road surface pours template system still includes dew stone concrete road surface template, dew stone concrete road surface concrete chute, dew stone concrete road surface subassembly of vibrating.
The exposed-stone concrete pavement formwork comprises a whole-surface transverse formwork, fixing soil nails, formwork fixing side plates and expansion screws, wherein the whole-surface transverse formwork is transversely installed on the top of an active dam, the lower part of the whole-surface transverse formwork is provided with a slurry leakage prevention seam strip and a fixing bottom plate and is fixed through the fixing soil nails, and the two ends of the whole-surface transverse formwork are respectively fixed on a new wave wall and a curb through the matching of the formwork fixing side plates and the expansion screws.
The concrete chute of the exposed stone concrete pavement comprises a concrete chute, a chute hanging bracket, a chute auxiliary supporting frame, a chute sliding end plate and a chute opening and closing hole, wherein the concrete chute is hung on the chute hanging bracket, the concrete chute is fixed on the chute auxiliary supporting frame, the chute sliding end plate is fixed on the chute auxiliary supporting frame, the concrete chute can be slidably arranged on the chute sliding end plate, and the chute opening and closing hole is formed in the concrete chute. The exposed stone concrete pavement vibrating assembly is characterized by comprising a wave wall clamping frame, a curb clamping frame, an L-shaped clamping plate, a new wave wall, a door-shaped support, a support rail, a vibration leveling beam and a leveling beam hanging frame.
The utility model has the following characteristics and beneficial effect:
(1) the utility model discloses a dew stone concrete road surface has effectively reduced the current noise of road surface vehicle, has improved road surface skid resistance, is favorable to environmental protection and vehicle current to dam crest road stability and driving safety nature.
(2) The utility model discloses exposed stone concrete pavement concreting template system is widened in road surface adoption, utilizes whole face transverse formwork, and the template has set leak protection thick liquid seam strip, and the fixed curb plate of template is established to both sides, has effectively guaranteed the closely knit nature and the stability of template.
(3) The utility model discloses dew stone concrete road surface is pour through the chute, door type support vibration strickles flat roof beam flattening of vibrating, utilizes driving system to realize mechanized removal, has improved the efficiency of construction greatly, has practiced thrift the labour.
Drawings
FIG. 1 is a schematic view of a dew stone concrete pavement casting structure;
FIG. 2 is a schematic view of a transverse formwork for concreting exposed-stone concrete pavement;
FIG. 3 is a chute pouring schematic view of a exposed concrete pavement
In the figure: 1-active dam, 2-sand gravel, 3-cement stable gravel base layer, 4-exposed stone concrete pavement, 5-original wave wall, 6-wave wall heightening section, 7-curb, 8-broken stone blind ditch, 26-wave wall clamping frame, 27-curb clamping frame, 28-L-shaped clamping plate, 29-new wave wall, 30-door type bracket, 31-bracket track, 32-vibration leveling beam, 33-leveling beam hanging frame, 34-whole transverse template, 35-slurry leakage prevention seam strip, 36-fixed bottom plate, 37-fixed soil nail, 38-template fixed side plate, 39-expansion screw, 40-concrete chute, 41-chute hanging frame, 42-chute auxiliary supporting frame, 43-chute sliding end plate, 44-chute open and close hole, 45-moving the power system.
Detailed Description
The utility model discloses focus and explain the embodiment of the utility model, it is right to combine the figure to make further detailed description below the utility model.
Fig. 1 is a schematic view of a exposed-stone concrete pavement pouring structure, fig. 2 is a schematic view of a transverse formwork for pouring the exposed-stone concrete pavement, and fig. 3 is a schematic view of chute pouring of the exposed-stone concrete pavement. Refer to FIGS. 1 to 3.
As shown in fig. 1-3, the exposed-stone concrete pavement pouring template system according to the embodiment includes an active dam 1, and an original wave wall 5 and a curb 7 on the active dam 1, and is characterized in that the exposed-stone concrete pavement pouring template system further includes an exposed-stone concrete pavement template, an exposed-stone concrete pavement concrete chute, and an exposed-stone concrete pavement vibrating assembly.
The exposed-stone concrete pavement formwork comprises a whole-surface transverse formwork 34, fixing soil nails 37, a formwork fixing side plate 38 and expansion screws 39, wherein the whole-surface transverse formwork 34 is transversely installed on the top of an active dam, slurry leakage preventing seam strips 35 and a fixing bottom plate 36 are arranged at the lower part of the whole-surface transverse formwork 34 and are fixed through the fixing soil nails 37, and two ends of the whole-surface transverse formwork 34 are respectively fixed on a new wave wall 29 and a curb 7 through the matching of the formwork fixing side plate 38 and the expansion screws 39.
The concrete chute of the exposed stone concrete pavement comprises a concrete chute 40, a chute hanging bracket 41, a chute auxiliary supporting frame 42, a chute sliding end plate 43 and a chute opening and closing hole 44, wherein the concrete chute 40 is hung on the chute hanging bracket 41, the chute auxiliary supporting frame 42 fixes the concrete chute 40, the chute sliding end plate 43 is fixed on the chute auxiliary supporting frame 42, the concrete chute 40 is slidably arranged on the chute sliding end plate 43, and the concrete chute 40 is provided with the chute opening and closing hole 44. After a section of pouring is finished, the chute opening and closing hole 44 is closed, the concrete chute 40 moves along the chute sliding end plate 43, and the chute opening and closing hole 44 is opened for block pouring.
The exposed stone concrete pavement vibrating assembly is characterized by comprising a wave wall clamping frame 26, a curb clamping frame 27, an L-shaped clamping plate 28, a new wave wall 29, a door-shaped support 30, a support rail 31, a vibration leveling beam 32 and a leveling beam hanger 33, wherein the wave wall clamping frame 26 and the curb clamping frame 27 are respectively installed on the new wave wall 29 and the curb 7 and are fixed through the L-shaped clamping plate 28, the support rail 31 is respectively arranged on the wave wall clamping frame 26 and the curb clamping frame 27, the door-shaped support 30 is arranged on the support rail 31, the door-shaped support 30 is connected with the vibration leveling beam 32 through the leveling beam hanger 33, the door-shaped support 30 is connected with a mobile power system 45, and the mobile power system 45 is opened to move the door-shaped support 30 along the support rail 31.
Claims (1)
1. The exposed stone concrete pavement pouring template system comprises an active dam (1), an original wave wall (5) and a curb (7) on the active dam (1), and is characterized by further comprising an exposed stone concrete pavement template, an exposed stone concrete pavement concrete chute and an exposed stone concrete pavement vibrating assembly; the exposed-stone concrete pavement formwork comprises a whole-surface transverse formwork (34), fixing soil nails (37), a formwork fixing side plate (38) and expansion screws (39), wherein the whole-surface transverse formwork (34) is transversely installed on the top of an existing dam, a slurry leakage preventing seam strip (35) and a fixing bottom plate (36) are arranged at the lower part of the whole-surface transverse formwork (34) and are fixed through the fixing soil nails (37), and two ends of the whole-surface transverse formwork (34) are respectively fixed on a new wave wall (29) and a curb stone (7) through the matching of the formwork fixing side plate (38) and the expansion screws (39); the concrete chute on the exposed stone concrete pavement comprises a concrete chute (40), a chute hanging bracket (41), a chute auxiliary supporting frame (42), a chute sliding end plate (43) and a chute opening and closing hole (44), wherein the concrete chute (40) is hung on the chute hanging bracket (41), the chute auxiliary supporting frame (42) fixes the concrete chute (40), the chute sliding end plate (43) is fixed on the chute auxiliary supporting frame (42), the concrete chute (40) is arranged on the chute sliding end plate (43) in a sliding manner, and the concrete chute (40) is provided with the chute opening and closing hole (44); the exposed stone concrete pavement vibrating assembly comprises a wave wall clamping frame (26), a curb clamping frame (27), an L-shaped clamping plate (28), a new wave wall (29), a door-shaped support (30), a support rail (31), a vibrating leveling beam (32) and a leveling beam hanging bracket (33), wherein the wave wall clamping frame (26) and the curb clamping frame (27) are respectively installed on the new wave wall (29) and the curb (7), the L-shaped clamping plate (28) is fixed, the support rail (31) is respectively arranged on the wave wall clamping frame (26) and the curb clamping frame (27), the door-shaped support (30) is arranged on the support rail (31), the door-shaped support (30) is connected with the vibrating leveling beam (32) through the leveling beam hanging bracket (33), and the door-shaped support (30) is connected with a moving power system (45).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822067856.7U CN211645845U (en) | 2018-12-10 | 2018-12-10 | Dew stone concrete pavement pours template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822067856.7U CN211645845U (en) | 2018-12-10 | 2018-12-10 | Dew stone concrete pavement pours template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211645845U true CN211645845U (en) | 2020-10-09 |
Family
ID=72681847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822067856.7U Active CN211645845U (en) | 2018-12-10 | 2018-12-10 | Dew stone concrete pavement pours template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211645845U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112626983A (en) * | 2020-12-17 | 2021-04-09 | 中建八局第二建设有限公司 | Rapid construction tool and construction method for road kerbstone |
| CN114960345A (en) * | 2022-06-14 | 2022-08-30 | 中国一冶集团有限公司 | Curb stone back concrete placement device |
-
2018
- 2018-12-10 CN CN201822067856.7U patent/CN211645845U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112626983A (en) * | 2020-12-17 | 2021-04-09 | 中建八局第二建设有限公司 | Rapid construction tool and construction method for road kerbstone |
| CN112626983B (en) * | 2020-12-17 | 2022-08-30 | 中建八局第二建设有限公司 | Rapid construction tool and construction method for road kerbstone |
| CN114960345A (en) * | 2022-06-14 | 2022-08-30 | 中国一冶集团有限公司 | Curb stone back concrete placement device |
| CN114960345B (en) * | 2022-06-14 | 2024-05-17 | 中国一冶集团有限公司 | Curbstone back concrete casting device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2022036806A1 (en) | Seepage and leakage prevention structure for post-cast strip of basement floor | |
| CN103774699B (en) | Vertical water-stop structure for concrete engineering expansion joint as well as manufacturing and construction methods for same | |
| CN211645845U (en) | Dew stone concrete pavement pours template system | |
| CN106835877B (en) | The construction method of roadbed widening structure | |
| CN104652364A (en) | Construction method of vertical water-sealing structure for water conservancy project | |
| CN206553851U (en) | roadbed widening structure | |
| CN112814116B (en) | Construction method of cast-in-situ drainage ditch | |
| CN110306644A (en) | The construction method of municipal rain sewage diversion pipeline | |
| CN104452554A (en) | Road vertical side stone construction method and vertical side stone back concrete steel mold | |
| CN109930455A (en) | A kind of town road kerbstone mounting structure and constructing device and construction method | |
| CN1563612A (en) | Construction method for underground structure through half reverse course of action of inverting connection | |
| CN109371910A (en) | Pad ground raising protection and construction method | |
| CN102367735B (en) | Back-to-back waterstop installation equipment for tunnel construction joint | |
| CN203808113U (en) | Concrete engineering expansion joint vertical water-stop structure | |
| CN108316343A (en) | Underground pipe gallery removable support template and its construction method | |
| CN209443368U (en) | The overhead anti-ponding structure in bridge floor edge | |
| CN209620278U (en) | Concrete anti-bank template structure with can have enough to meet need reinforcing bar inside lining | |
| CN109371906B (en) | Upgrading structure and construction method for road at top of active embankment dam | |
| CN109577183A (en) | The anti-ponding structure in overhead bridge floor edge and construction | |
| CN105926665A (en) | Prefabricated large-sized building block assembly type concrete drainage pipeline base and construction method thereof | |
| CN110344441A (en) | Sponge urban road designed with comprehensive pipe gallery and road construction method | |
| CN205421279U (en) | Underground works lid digs construction roof support structure | |
| CN203498724U (en) | Road surface drainage system for construction period of highway reconstruction and extension project | |
| CN215052273U (en) | Stride existing road frame-type reinforced concrete box culvert and consolidate and piece wide structure | |
| CN218291482U (en) | Can have enough to meet need formula heavy load steel sheet temporary road |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |