CN208121502U - Based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement - Google Patents
Based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement Download PDFInfo
- Publication number
- CN208121502U CN208121502U CN201820530798.4U CN201820530798U CN208121502U CN 208121502 U CN208121502 U CN 208121502U CN 201820530798 U CN201820530798 U CN 201820530798U CN 208121502 U CN208121502 U CN 208121502U
- Authority
- CN
- China
- Prior art keywords
- modular
- indwelling
- groove mould
- kerbstone
- asphalt concrete
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- 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 26
- 239000004575 stone Substances 0.000 title claims abstract description 23
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 16
- 239000004568 cement Substances 0.000 claims abstract description 19
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 238000010276 construction Methods 0.000 claims description 9
- 239000011435 rock Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000000087 stabilizing effect Effects 0.000 claims description 2
- 238000005096 rolling process Methods 0.000 description 5
- 230000018109 developmental process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 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
- 230000011218 segmentation Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model relates to based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement, including modular indwelling groove mould and underlayment；Cement stabilized macadam base is set on the underlayment, passes through dividing strip Kerb mould on cement stabilized macadam base and excavates kerbstone indwelling slot, and monoblock type indwelling groove mould is set in kerbstone indwelling slot；The utility model is based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement, when using modular indwelling groove mould, lightweight is stacked in mold every rib block, rubble Dense mesh screen bag is filled in remaining space, it can be accurately positioned, the specific location of reserved cast-in-place concrete kerbstone, it is ensured that the structure size of later period cast-in-place concrete kerbstone；The rubble in indwelling groove mould is wrapped up using Dense mesh screen simultaneously, and integral strength is high.
Description
Technical field
The utility model belongs to municipal works technical field, more particularly to a kind of mixed based on modular indwelling groove mould pitch
The solidifying reserved displacement cast-in-place curb stone structure in soil surface.
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 supports big the reserving based on modular indwelling groove mould asphalt concrete pavement of intensity and replaces cast-in-place curb stone structure.
In order to reach the goals above, technical solution used by the utility model is：It is dripped based on modular indwelling groove mould
The reserved displacement cast-in-place curb stone structure in green concrete road surface, including modular indwelling groove mould and underlayment；On the underlayment
Cement stabilized macadam base is set, passes through dividing strip Kerb mould on cement stabilized macadam base and excavates kerbstone indwelling slot,
And monoblock type indwelling groove mould is set in kerbstone indwelling slot.
As a kind of preferred embodiment of the utility model, be provided in the monoblock type indwelling groove mould lightweight every rib block and
Rubble Dense mesh screen bag；Coarse Graded Bituminous Concrete layer, particulate formula are set gradually on the cement stabilized macadam base from the bottom to top
Asphalt concrete layer.
As a kind of preferred embodiment of the utility model, the dividing strip Kerb mould uses reinforcement fabrication, is in rectangle
Shape is provided with inside casing, and entire length is isometric with kerbstone, and overall width is equidistant with kerbstone to kerbstone sideline, inside casing
Specification is corresponding with kerbstone size, and is provided with lift-pull handle.
As a kind of preferred embodiment of the utility model, the modular indwelling groove mould includes modular indwelling trough floor
With modular indwelling slot side plate, modular indwelling trough floor is in U-shape, and modular indwelling slot side plate is arranged in modular indwelling slot bottom
On the inside of board ends.
As a kind of preferred embodiment of the utility model, the modular indwelling groove mould is divided into three units of upper, middle and lower,
Lowest level is U-shaped structure, is connected and fixed between each unit by the tongue and groove on contact surface, unit mold inner wall spaced set
Have every rib block limit plate.
As a kind of preferred embodiment of the utility model, the lightweight is cube structure every rib block, and every layer of lightweight is every rib
Block height is equal with place road surface structare layer thickness.
As a kind of preferred embodiment of the utility model, the rubble Dense mesh screen bag is made of Dense mesh screen and crushed rock filler,
The rubble Dense mesh screen bag size of same layer is identical, and rubble Dense mesh screen bag is not of uniform size between each layer.
The utility model has the beneficial effects that：
1. the utility model is based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement,
When using modular indwelling groove mould, lightweight is stacked in mold every rib block, rubble Dense mesh screen bag is filled in remaining space, it can be with
It is accurately positioned, the specific location of reserved cast-in-place concrete kerbstone, it is ensured that the structure size of later period cast-in-place concrete kerbstone；Together
When indwelling groove mould in rubble wrapped up using Dense mesh screen, integral strength is high；
2. light block is arranged in mold every rib, operation is excavated convenient for later period rubble, it is convenient to operate.
Detailed description of the invention
Fig. 1 is dividing strip Kerb mould arrangement schematic diagram of the present invention；
Fig. 2 is that asphalt concrete pavement kerbstone of the present invention reserves replacing structure sectional view；
Fig. 3 is invention unit formula indwelling slot scheme of installation；
Fig. 4 is that invention unit formula indwelling tank circuit kerb reserves replacing 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；10- lightweight is every rib block；14- car lane；15- non-motorized lane；16- dividing strip
Kerb mould；17- kerbstone sideline；18- cast-in-place curb stone, the modular indwelling trough floor of 19-；20- modular indwelling slot side
Plate；21- is every rib block limit plate.
Specific embodiment
It elaborates with reference to the accompanying drawing to the utility model embodiment.
Embodiment：As shown in Figs 1-4, based on the reserved cast-in-place curb of displacement of modular indwelling groove mould asphalt concrete pavement
Stone structure, including modular indwelling groove mould, rubble Dense mesh screen bag 5, cast-in-place curb stone 18 and underlayment 4；It is set on underlayment 4
Cement stabilized macadam base 3 is set, passes through the excavation kerbstone indwelling of dividing strip Kerb mould 16 on cement stabilized macadam base 3
Slot, and monoblock type indwelling groove mould is set in kerbstone indwelling slot；Lightweight is provided in monoblock type indwelling groove mould every rib block
10 and rubble Dense mesh screen bag 5；Set gradually from the bottom to top on the cement stabilized macadam base 3 Coarse Graded Bituminous Concrete layer 2,
Particulate formula asphalt concrete layer 1；3 Coarse Graded Bituminous Concrete layer 2 of cement stabilized macadam base and particulate formula asphalt concrete layer 1
Inside containing the lightweight in monoblock type indwelling groove mould and mold every rib block 10 and rubble Dense mesh screen bag 5, particulate formula pitch coagulation
Soil layer 1 excavates the lightweight of monoblock type indwelling groove mould and inside every rib block 10 and rubble Dense mesh screen bag 5, by existing after the completion of rolling
It pours sliding formwork system and pours kerbstone；It is cast-in-place that the utility model is based on the reserved displacement of modular indwelling groove mould asphalt concrete pavement
When using modular indwelling groove mould, it is close every filling rubble in rib block, remaining space to stack lightweight in mold for curb structure
Mesh mesh bag can be accurately positioned, the specific location of reserved cast-in-place concrete kerbstone, it is ensured that later period cast-in-place concrete kerbstone
Structure size；The rubble in indwelling groove mould is wrapped up using Dense mesh screen simultaneously, and integral strength is high.
Lightweight is provided in modular indwelling groove mould every rib block 10 and rubble Dense mesh screen bag 5；The cement stabilized macadam
Coarse Graded Bituminous Concrete layer 2, particulate formula asphalt concrete layer 1 are set gradually in base 3 from the bottom to top.
Dividing strip Kerb mould uses reinforcement fabrication, rectangular, is provided with inside casing, entire length and kerbstone etc.
Long, overall width is equidistant with kerbstone to kerbstone sideline 17, and inside casing specification is corresponding with kerbstone size, and is provided with
Lift-pull handle.
Modular indwelling groove mould includes modular indwelling trough floor 19 and modular indwelling slot side plate 20, modular indwelling
Trough floor 19 is in U-shape, and modular indwelling slot side plate 20 is arranged on the inside of modular 19 both ends of indwelling trough floor；Modular indwelling slot
Mold is divided into three units of upper, middle and lower, and lowest level is U-shaped structure, is connected and fixed between each unit by the tongue and groove on contact surface,
Unit mold inner wall spaced set has every rib block limit plate 21；Light block is set in mold every rib, is convenient for the later period broken
Stone excavates operation, and it is convenient to operate.
Lightweight is cube structure every rib block 10, and every layer of lightweight is every 10 height of rib block and place road surface structare layer thickness phase
Deng；Using the above scheme, so that the segmentation stress equalization of the modular indwelling groove mould, worker is reduced in disassembly, installation
Working strength improves working efficiency.
Rubble Dense mesh screen bag 5 is made of Dense mesh screen and crushed rock filler, and the rubble Dense mesh screen bag size of same layer is identical, each layer
Between rubble Dense mesh screen bag it is not of uniform size.
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 layer；3- cement stabilized macadam base；4- underlayment；5- rubble Dense mesh screen bag；10- lightweight is every rib block；14- car lane；15-
Non-motorized lane；16- dividing strip Kerb mould；17- kerbstone sideline；18- cast-in-place curb stone, the modular indwelling slot bottom of 19-
Plate；The modular indwelling slot side plate of 20-；21- is every terms such as rib block limit plates, but it does not exclude the possibility of using other terms；
The use of these terms is merely for the convenience of describing and explaining the nature of the invention；It is construed as any one
Additional limitation is all contrary to the spirit of the present invention.
Claims (7)
1. based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement, it is characterised in that：Packet
Include modular indwelling groove mould and underlayment（4）；The underlayment（4）Upper setting cement stabilized macadam base（3）, cement stabilizing
Crushed rock base course（3）It is upper to pass through dividing strip Kerb mould（16）Kerbstone indwelling slot is excavated, and is arranged in kerbstone indwelling slot
Monoblock type indwelling groove mould.
2. according to claim 1 based on the reserved displacement cast-in-place curb stone of modular indwelling groove mould asphalt concrete pavement
Structure, it is characterised in that：Lightweight is provided with every rib block in the modular indwelling groove mould（10）With rubble Dense mesh screen bag（5）；
The cement stabilized macadam base（3）On set gradually Coarse Graded Bituminous Concrete layer from the bottom to top（2）, particulate formula pitch coagulation
Soil layer（1）.
3. according to claim 1 based on the reserved displacement cast-in-place curb stone of modular indwelling groove mould asphalt concrete pavement
Structure, it is characterised in that：The dividing strip Kerb mould uses reinforcement fabrication, rectangular, is provided with inside casing, entire length
It is isometric with kerbstone, overall width and kerbstone to kerbstone sideline（17）It is equidistant, inside casing specification and kerbstone size phase
It is corresponding, and it is provided with lift-pull handle.
4. according to claim 1 based on the reserved displacement cast-in-place curb stone of modular indwelling groove mould asphalt concrete pavement
Structure, it is characterised in that：The modular indwelling groove mould includes modular indwelling trough floor（19）With modular indwelling slot side
Plate（20）, modular indwelling trough floor（19）It is in U-shape, modular indwelling slot side plate（20）It is arranged in modular indwelling trough floor
（19）On the inside of both ends.
5. according to claim 1 based on the reserved displacement cast-in-place curb stone of modular indwelling groove mould asphalt concrete pavement
Structure, it is characterised in that：The modular indwelling groove mould is divided into three units of upper, middle and lower, and lowest level is U-shaped structure, each unit
Between be connected and fixed by the tongue and groove on contact surface, unit mold inner wall spaced set has every rib block limit plate（21）.
6. according to claim 2 based on the reserved displacement cast-in-place curb stone of modular indwelling groove mould asphalt concrete pavement
Structure, it is characterised in that：The lightweight is every rib block（10）For cube structure, every layer of lightweight is every rib block（10）Height and place road
Face Laminate construction thickness is equal.
7. according to claim 2 based on the reserved displacement cast-in-place curb stone of modular indwelling groove mould asphalt concrete pavement
Structure, it is characterised in that：The rubble Dense mesh screen bag（5）It is made of Dense mesh screen and crushed rock filler, the rubble Dense mesh screen of same layer
Bag size is identical, and rubble Dense mesh screen bag is not of uniform size between each layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820530798.4U CN208121502U (en) | 2018-04-13 | 2018-04-13 | Based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820530798.4U CN208121502U (en) | 2018-04-13 | 2018-04-13 | Based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208121502U true CN208121502U (en) | 2018-11-20 |
Family
ID=64191552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820530798.4U Expired - Fee Related CN208121502U (en) | 2018-04-13 | 2018-04-13 | Based on the reserved displacement cast-in-place curb stone structure of modular indwelling groove mould asphalt concrete pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208121502U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501472A (en) * | 2019-07-15 | 2020-08-07 | 中铁建工集团有限公司 | Rapid kerbstone mounting, leveling and straightening process |
-
2018
- 2018-04-13 CN CN201820530798.4U patent/CN208121502U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501472A (en) * | 2019-07-15 | 2020-08-07 | 中铁建工集团有限公司 | Rapid kerbstone mounting, leveling and straightening process |
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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: 20190410 Address after: 312025 Zhenjiang Bridge, Yangxunqiao, Keqiao District, Shaoxing City, Zhejiang Province Patentee after: ZHEJIANG DONGSHA CONSTRUCTION ENGINEERING 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. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 312025 No. 8 Qianqingzhen Cultural Road, Keqiao District, Shaoxing City, Zhejiang Province Patentee after: Zhejiang Dongxia Construction Industry Group Co.,Ltd. Address before: 312025 Zhenjiang Bridge, Yangxunqiao, Keqiao District, Shaoxing City, Zhejiang Province Patentee before: ZHEJIANG DONGSHA CONSTRUCTION ENGINEERING Co.,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 |