CN208121526U - The reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement - Google Patents
The reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement Download PDFInfo
- Publication number
- CN208121526U CN208121526U CN201820530464.7U CN201820530464U CN208121526U CN 208121526 U CN208121526 U CN 208121526U CN 201820530464 U CN201820530464 U CN 201820530464U CN 208121526 U CN208121526 U CN 208121526U
- Authority
- CN
- China
- Prior art keywords
- side plate
- folding side
- hinged
- groove mould
- asphalt 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.)
- Expired - Fee Related
Links
- 239000011384 asphalt concrete Substances 0.000 title claims abstract description 23
- 239000004575 stone Substances 0.000 title claims abstract description 14
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 12
- 239000000203 mixture Substances 0.000 claims 1
- 239000004568 cement Substances 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 12
- 239000004567 concrete Substances 0.000 abstract description 10
- 239000000945 filler Substances 0.000 abstract description 3
- 239000002344 surface layer Substances 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 7
- 238000005096 rolling process Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model relates to the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement, the indwelling groove mould is made of bottom plate, hinged interior folding side plate and adjustable top-fastening rod；Bottom plate is in U-shape, and hinged interior folding side plate is arranged on the inside of bottom plate both ends, and hinged interior folding side plate is supported by adjustable top-fastening rod；Kerbstone position cement stabilized base course and bituminous concrete are substituted using rubble filler, indwelling groove mould is set, without pre-buried prefabricated dividing strip kerbstone, effectively improve roadbed, surface layer and kerbstone binding site placement grinding construction quality, for the construction of asphalt concrete pavement dividing strip kerbstone, reliable technical guarantee is provided.
Description
Technical field
The utility model belongs to municipal works technical field more particularly to a kind of reserved displacement of asphalt concrete pavement is cast-in-place
Kerbstone indwelling groove mould.
Background technique
With the rapid development of China Higher grade highway, the development of kerbstone is also undergoing major transformation.Currently, pitch
There are two types of the conventional construction methods of concrete road surface dividing strip kerbstone concrete construction：The first construction method be first carry out it is whole
The decking and rolling of a cement stabilized macadam base fills, and then carries out pavement asphalt concrete decking and rolling and fills, finally excavates
Dividing strip kerbstone basic part has rolled the cement stabilized macadam base and pavement asphalt concrete of completion, carries out kerbstone
Concreting.Second of construction method is first pre-buried prefabricated profiled dividing strip curb stone concrete, then carries out water respectively
The decking and rolling of cement-stabilizing broken stone base and pavement asphalt concrete.
All there are some problems in above two construction method：The first, the cement stabilizing for having rolled completion excavated is broken
Ground mass layer and pavement asphalt concrete can not re-use, and increase project cost, bring the increase of construction cost；Second, water
Prefabricated dividing strip kerbstone can not be accurately positioned during cement-stabilizing broken stone base and pavement asphalt concrete decking and rolling, together
When be separated the quality that rolls with kerbstone and cement stabilized macadam base and pavement asphalt concrete binding site can not
It is guaranteed.
In view of the above problems, therefore, it is necessary to it makes improvements.
Utility model content
The utility model is to provide a kind of construction convenient, sound construction to overcome above-mentioned defect in the prior art, branch
It is big to support intensity, constructs for asphalt concrete pavement dividing strip kerbstone, provides the asphaltic concrete road of reliable technical guarantee
The reserved displacement cast-in-place curb stone indwelling groove mould in face.
In order to reach the goals above, technical solution used by the utility model is：The reserved displacement of asphalt concrete pavement
Cast-in-place curb stone indwelling groove mould, the indwelling groove mould are made of bottom plate, hinged interior folding side plate and adjustable top-fastening rod；
Bottom plate is in U-shape, and hinged interior folding side plate is arranged on the inside of bottom plate both ends, and hinged interior folding side plate passes through adjustable top-fastening rod branch
Support.
As a kind of preferred embodiment of the utility model, the bottom plate, hinged interior folding side plate, adjustable top-fastening rod are one
Body formula structure.
As a kind of preferred embodiment of the utility model, the hinged interior folding side plate uses upper, middle and lower three stage structure；
Every section of hinged interior folding side plate both ends are equipped with top hole, and adjustable top-fastening rod is sticked in top hole.
As a kind of preferred embodiment of the utility model, pass through stud connection between folding side plate in adjacent hinge, with
This is corresponding, it is hinged in be additionally provided with the corresponding side plate limit plate of hinged shaft on folding side plate, the length of side plate limit plate with
Folding side plate length is consistent in hinged.
As a kind of preferred embodiment of the utility model, spring section is provided in the middle part of the adjustable top-fastening rod.
The utility model has the beneficial effects that：
1, the utility model structure is simple, reduces working strength of the worker in disassembly, installation, improves working efficiency；
2, kerbstone position cement stabilized base course and bituminous concrete are substituted using rubble filler, indwelling channel mould is set
Tool effectively improves roadbed, surface layer and kerbstone binding site placement grinding construction matter without pre-buried prefabricated dividing strip kerbstone
Amount constructs for asphalt concrete pavement dividing strip kerbstone, provides reliable technical guarantee.
Detailed description of the invention
Fig. 1 is that the utility model monoblock type indwelling tank circuit kerb reserves replacing structure schematic diagram；
Fig. 2 is the utility model monoblock type indwelling slot scheme of installation；
Fig. 3 is the utility model monoblock type indwelling slot structure schematic diagram；
Appended drawing reference in figure：1- particulate formula bituminous concrete；2- Coarse Graded Bituminous Concrete layer；3- cement stabilized macadam base
Layer；4- underlayment；5- rubble Dense mesh screen bag；The adjustable top-fastening rod of 6-；7- bottom plate；8- hingedly in folding side plate；The limit of 9- side plate
Plate；11- top hole；12- hinged shaft；13- spring section.
Specific embodiment
It elaborates with reference to the accompanying drawing to the utility model embodiment.
Embodiment：As shown in Figure 1-3, the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement, the indwelling
Groove mould is made of bottom plate 7, hinged interior folding side plate 8 and adjustable top-fastening rod 6；Bottom plate 7 is in U-shape, and hinged interior folding side plate 8 is set
It sets on the inside of 7 both ends of bottom plate, hinged interior folding side plate 8 is supported by adjustable top-fastening rod 6；The utility model structure is simple, subtracts
Working strength of few worker in disassembly, installation, improves working efficiency.
Bottom plate 7, hinged interior folding side plate 8, adjustable top-fastening rod 6 are an integral structure；The program is used, so that the indwelling
The overall structure of groove mould becomes strong, and firmness increases, and ensure that using safe.
The hinged interior folding side plate 8 uses upper, middle and lower three stage structure；Every section of hinged interior 8 both ends of folding side plate are equipped with
Top hole 11, adjustable top-fastening rod 6 are sticked in top hole 11；Connected by hinged shaft 12 between folding side plate 8 in adjacent hinge
It connects, it is corresponding, the corresponding side plate limit plate 9 of hinged shaft 12, side plate limit plate are additionally provided on hinged interior folding side plate 8
9 length is consistent with hinged interior folding 8 length of side plate；Spring section 13 is provided in the middle part of adjustable top-fastening rod 6.
Cement stabilized macadam base 3 is set on underlayment 4, passes through dividing strip kerbstone mould on cement stabilized macadam base 3
Tool excavates kerbstone indwelling slot, and indwelling groove mould is arranged in kerbstone indwelling slot, be provided in indwelling groove mould lightweight every
Rib block and rubble Dense mesh screen bag 5 set gradually Coarse Graded Bituminous Concrete layer 2, thin on cement stabilized macadam base from the bottom to top
Grain formula asphalt concrete layer 1, containing the lightweight in indwelling groove mould and mold every rib block and rubble Dense mesh screen bag 5 in layer, carefully
Grain formula asphalt concrete layer 1 excavates the lightweight of indwelling groove mould and inside every rib block and rubble Dense mesh screen bag 5 after the completion of rolling, lead to
It crosses slip-form pouring system and pours kerbstone；Kerbstone position cement stabilized base course and pitch coagulation are substituted using rubble filler
Soil is arranged indwelling groove mould without pre-buried prefabricated dividing strip kerbstone and effectively improves roadbed, surface layer and kerbstone engaging portion
Position placement grinding construction quality, constructs for asphalt concrete pavement dividing strip kerbstone, provides reliable technical guarantee.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new
Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model；Cause
This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Although appended drawing reference in figure is used more herein：1- particulate formula bituminous concrete；2- coarse grain formula pitch coagulation
Soil；3- cement stabilized macadam base；4- underlayment；5- rubble Dense mesh screen bag；The adjustable top-fastening rod of 6-；7- bottom plate；8- is hingedly interior
Folding side plate；9- side plate limit plate；11- top hole；12- hinged shaft；The terms such as 13- spring section, but be not precluded and use other arts
A possibility that language；The use of these terms is merely for the convenience of describing and explaining the nature of the invention；They are solved
It is contrary to the spirit of the present invention for being interpreted into any additional limitation all.
Claims (5)
1. the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement, it is characterised in that：The indwelling groove mould
By bottom plate（7）, it is hinged in folding side plate（8）With adjustable top-fastening rod（6）Composition；Bottom plate（7）It is in U-shape, hinged interior folding side plate
（8）It is arranged in bottom plate（7）On the inside of both ends, hinged interior folding side plate（8）Pass through adjustable top-fastening rod（6）Support.
2. the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement according to claim 1, feature exist
In：The bottom plate（7）, it is hinged in folding side plate（8）, adjustable top-fastening rod（6）It is an integral structure.
3. the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement according to claim 1 or 2, feature
It is：The hinged interior folding side plate（8）Using upper, middle and lower three stage structure；Every section of hinged interior folding side plate（8）Both ends are all provided with
There is top hole（11）, adjustable top-fastening rod（6）It is sticked in top hole（11）In.
4. the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement according to claim 3, feature exist
In：Folding side plate in adjacent hinge（8）Between pass through hinged shaft（12）Connection, corresponding, hinged interior folding side plate（8）
On be additionally provided with hinged shaft（12）Corresponding side plate limit plate（9）, side plate limit plate（9）Length and it is hinged in folding side plate
（8）Length is consistent.
5. the reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement according to claim 3, feature exist
In：The adjustable top-fastening rod（6）Middle part is provided with spring section（13）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820530464.7U CN208121526U (en) | 2018-04-13 | 2018-04-13 | The reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820530464.7U CN208121526U (en) | 2018-04-13 | 2018-04-13 | The reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208121526U true CN208121526U (en) | 2018-11-20 |
Family
ID=64191443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820530464.7U Expired - Fee Related CN208121526U (en) | 2018-04-13 | 2018-04-13 | The reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208121526U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110640873A (en) * | 2019-09-27 | 2020-01-03 | 西安建筑科技大学 | But reverse mould of pouring of drainage concrete curb |
-
2018
- 2018-04-13 CN CN201820530464.7U patent/CN208121526U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110640873A (en) * | 2019-09-27 | 2020-01-03 | 西安建筑科技大学 | But reverse mould of pouring of drainage concrete curb |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109577453B (en) | Integrally-formed drainage ditch construction system and construction method thereof | |
| CN202898938U (en) | Seepage and drainage combined pavement structure for urban road and landscape road | |
| CN106835877B (en) | The construction method of roadbed widening structure | |
| CN101929224B (en) | Construction method of waterproof tilted eave of roof parapet | |
| CN110644324A (en) | Splicing construction method for reconstructing and expanding new road and old road | |
| CN206553851U (en) | roadbed widening structure | |
| CN207109478U (en) | Embankment deep layer disease no-dig technique Comprehensive Treatment structure | |
| CN111576127A (en) | Splicing structure for new and old road surfaces of highway engineering and construction method thereof | |
| CN110172890A (en) | A kind of combined assembled cement concrete pavement structure and its method of construction | |
| CN104911974A (en) | Inclined prestress cement concrete-asphalt concrete composite pavement and construction method thereof | |
| CN208121526U (en) | The reserved displacement cast-in-place curb stone indwelling groove mould of asphalt concrete pavement | |
| CN104631268B (en) | A kind of concrete road pavement structure | |
| CN108411751A (en) | Asphalt road surface local repairs structure and restorative procedure | |
| CN208733434U (en) | Based on monoblock type indwelling groove mould road surface curb structure | |
| CN112176813B (en) | Asphalt concrete pavement maintenance structure and method thereof | |
| US3625121A (en) | Apparatus for producing supporting layers or road surfaces | |
| CN212983503U (en) | New and old road surface mosaic structure of highway engineering | |
| CN207525566U (en) | Cement concrete pavement green transformation and upgrade structure | |
| CN209443368U (en) | The overhead anti-ponding structure in bridge floor edge | |
| CN204662193U (en) | Oblique prestressing force cement concrete-bituminous concrete composite pavement | |
| CN107700301B (en) | A kind of ruggedized construction on express highway roadbed | |
| CN208121502U (en) | Based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement | |
| CN213538565U (en) | Road bridge linkage segment becomes rigidity road bed | |
| CN207958949U (en) | Asphalt road surface local repairs structure | |
| CN113089410A (en) | Asphalt pavement structure for permanent structure conversion of highway precast beam field pavement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190103 Address after: 266061 No. 17 Haier Road, Laoshan District, Qingdao City, Shandong Province Patentee after: QINGDAO HAIDE ENGINEERING GROUP Co.,Ltd. Address before: 310015 19th floor, Wanda Plaza C Office Building, Shixiang Road and Hanghang Road Intersection, Gongshu District, Hangzhou City, Zhejiang Province Patentee before: HANGZHOU JIANGRUN TECHNOLOGY Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181120 |