CN204644843U - Structure widened by existing road - Google Patents

Structure widened by existing road Download PDF

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Publication number
CN204644843U
CN204644843U CN201520190620.6U CN201520190620U CN204644843U CN 204644843 U CN204644843 U CN 204644843U CN 201520190620 U CN201520190620 U CN 201520190620U CN 204644843 U CN204644843 U CN 204644843U
Authority
CN
China
Prior art keywords
soil nailing
road
nailing bar
domatic
bar
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
Application number
CN201520190620.6U
Other languages
Chinese (zh)
Inventor
高云河
高云龙
车洪猛
郑会东
赵旭
张云龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Upper Sea Route Port Construction Engineering Corp Ltd
Original Assignee
Upper Sea Route Port Construction Engineering Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Upper Sea Route Port Construction Engineering Corp Ltd filed Critical Upper Sea Route Port Construction Engineering Corp Ltd
Priority to CN201520190620.6U priority Critical patent/CN204644843U/en
Application granted granted Critical
Publication of CN204644843U publication Critical patent/CN204644843U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

The utility model discloses existing road and widen structure, build favour road surface domatic on, it comprises the first soil nailing bar and the second soil nailing bar; Described first soil nailing bar is provided with fixed end and free end, and fixed end is embedded into described domatic, and free end domaticly to stretch out from described; One end of described second soil nailing bar is embedded into described domatic, and the other end is fixedly connected with described free end; Angle between described second soil nailing bar and road surface is less than the angle between the first soil nailing bar and road surface, first soil nailing bar and domatic between form V-arrangement region, build backfilling material in V-arrangement region and form V-arrangement road structure, the end face of V-arrangement road structure is concordant with the surface of existing road.The utility model expands the width of existing road under the prerequisite not needing to carry out road periphery the process such as explosion, soil transport, and construction volume is little and do not affect road surrounding enviroment, constructs convenient.

Description

Structure widened by existing road
Technical field
The utility model relates to existing road and widens structure, is applicable to constructing road engineering field.
Background technology
Increase existing road width in correlation technique to need to carry out the process such as explosion, soil transport to road periphery, great in constructing amount and affect road surrounding enviroment.
Utility model content
For the problems referred to above, the purpose of this utility model is to provide existing road and widens structure, great in constructing amount, the problem that affects road surrounding enviroment that solve that road in correlation technique widens.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: structure widened by existing road, build favour road surface domatic on, it comprises the first soil nailing bar and the second soil nailing bar; Described first soil nailing bar is provided with fixed end and free end, and fixed end is embedded into described domatic, and free end domaticly to stretch out from described; One end of described second soil nailing bar is embedded into described domatic, and the other end is fixedly connected with described free end; Angle between described second soil nailing bar and road surface is less than the angle between the first soil nailing bar and road surface, first soil nailing bar and domatic between form V-arrangement region, build backfilling material in V-arrangement region and form V-arrangement road structure, the end face of V-arrangement road structure is concordant with the surface of existing road.
Described first soil nailing bar is equipped with steel screen layer on the surface on road surface, and the upper surface of steel screen layer is installed with geotechnological layer of cloth.Described second soil nailing bar comprises outer tube and the interior reinforcement through outer tube, and leave space between outer tube and interior reinforcement, the ramp portion that do not embed of interior reinforcement is fastened with bearing steel plate by fastening nut.
Further, for strengthening the steadiness of structure, being provided with multiple interval between described first soil nailing bar and the second soil nailing bar and inserting domatic short wooden peg.
Further, for preventing vehicle from exceeding road boundary, the end face of described V-arrangement roadbed is provided with roadblock, and the fixed end of the contiguous first soil nailing bar of roadblock, described roadblock comprises multiple vertical rod being fixed to backfilling material.
The beneficial effects of the utility model are: on domatic, arrange the first soil nailing bar and the second soil nailing bar, first soil nailing bar and domatic between form V-arrangement region, build backfilling material in V-arrangement region and form the end face V-arrangement road structure put concordant with road surface, thus do not needing the width expanding existing road under the prerequisite of road periphery being carried out to the process such as explosion, soil transport, therefore construction volume is little and do not affect road surrounding enviroment, constructs convenient.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein, 12-first soil nailing bar; 14-steel screen layer; 16-geotechnique layer of cloth; 20-free end; 22-fixed end; 28-is domatic; 30-second soil nailing bar; 34-outer tube; Reinforcement in 36-; 42-fastening nut; 40-bearing steel plate; 44-steel bar; The short wooden peg of 60-; 70-roadblock; 74-vertical rod.
Detailed description of the invention
By reference to the accompanying drawings, the utility model is described in further detail.
See Fig. 1, structure widened by the present embodiment existing road, builds on favour road surface domatic 28, comprises the first soil nailing bar 12 and the second soil nailing bar 30.
The fixed end 22 that described first soil nailing bar 12 is provided with fixed end 22 and free end 20, first soil nailing bar 12 is embedded into described domatic 28, and the free end 20 of the first soil nailing bar 12 stretches out from described domatic 28; Described first soil nailing bar 12 is equipped with steel screen layer 14 on the surface on road surface, and the upper surface of steel screen layer 14 is installed with geotechnological layer of cloth 16.
One end of described second soil nailing bar 30 is fixedly connected with the free end 20 of the first soil nailing bar 12 by steel bar 44, the other end is embedded into described domatic 28; Second soil nailing bar 30 comprises outer tube 34 and the interior reinforcement 36 through outer tube 34, leaves space between outer tube 34 and interior reinforcement 36.Angle between described second soil nailing bar 30 and road surface is less than the angle between the first soil nailing bar 12 and road surface.The part not embedding domatic 28 of described interior reinforcement 36 is fastened with bearing steel plate 40 by fastening nut 42.Further, for strengthening the steadiness of structure, between described first soil nailing bar 12 and the second soil nailing bar 30, be provided with the short wooden peg 60 that multiple interval inserts domatic 28.
Described first soil nailing bar 12 forms V-arrangement region with domatic 28, and build backfilling material in described V-arrangement region and form V-arrangement road structure, the end face of V-arrangement road structure is concordant with the surface of existing road, and the width of V-arrangement road structure is road and increases width newly.
Further, for preventing vehicle from exceeding road boundary, the end face of described V-arrangement roadbed is provided with roadblock 70, and the fixed end 22 of the contiguous first soil nailing bar 12 of roadblock 70, it comprises multiple vertical rod 74 being fixed to backfilling material 49.

Claims (5)

1. structure widened by existing road, build favour road surface domatic on, it is characterized in that, described existing road is widened structure and is comprised the first soil nailing bar and the second soil nailing bar; Described first soil nailing bar is provided with fixed end and free end, and fixed end is embedded into described domatic, and free end domaticly to stretch out from described; One end of described second soil nailing bar is embedded into described domatic, and the other end is fixedly connected with described free end; Angle between described second soil nailing bar and road surface is less than the angle between the first soil nailing bar and road surface, first soil nailing bar and domatic between form V-arrangement region, build backfilling material in V-arrangement region and form V-arrangement road structure, the end face of V-arrangement road structure is concordant with the surface of existing road.
2. structure widened by existing road according to claim 1, it is characterized in that, is provided with multiple interval and inserts domatic short wooden peg between described first soil nailing bar and the second soil nailing bar.
3. structure widened by existing road according to claim 1, it is characterized in that, described first soil nailing bar is equipped with steel screen layer on the surface on road surface, and the upper surface of steel screen layer is installed with geotechnological layer of cloth.
4. structure widened by existing road according to claim 1, it is characterized in that, described second soil nailing bar comprises outer tube and the interior reinforcement through outer tube, leaves space between outer tube and interior reinforcement.
5. structure widened by existing road according to claim 1, it is characterized in that, the end face of described V-arrangement roadbed is provided with roadblock, and the fixed end of the contiguous first soil nailing bar of roadblock, described roadblock comprises multiple vertical rod being fixed to backfilling material.
CN201520190620.6U 2015-03-31 2015-03-31 Structure widened by existing road Expired - Fee Related CN204644843U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520190620.6U CN204644843U (en) 2015-03-31 2015-03-31 Structure widened by existing road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520190620.6U CN204644843U (en) 2015-03-31 2015-03-31 Structure widened by existing road

Publications (1)

Publication Number Publication Date
CN204644843U true CN204644843U (en) 2015-09-16

Family

ID=54097601

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520190620.6U Expired - Fee Related CN204644843U (en) 2015-03-31 2015-03-31 Structure widened by existing road

Country Status (1)

Country Link
CN (1) CN204644843U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111691250A (en) * 2020-05-25 2020-09-22 中国路桥工程有限责任公司 Construction method and equipment for cement concrete pavement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111691250A (en) * 2020-05-25 2020-09-22 中国路桥工程有限责任公司 Construction method and equipment for cement concrete pavement
CN111691250B (en) * 2020-05-25 2021-11-23 中国路桥工程有限责任公司 Construction method and equipment for cement concrete pavement

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C14 Grant of patent or utility model
GR01 Patent grant
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: 20150916

Termination date: 20160331