CN202849893U - Concrete slab pavement structure - Google Patents

Concrete slab pavement structure Download PDF

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Publication number
CN202849893U
CN202849893U CN 201220558170 CN201220558170U CN202849893U CN 202849893 U CN202849893 U CN 202849893U CN 201220558170 CN201220558170 CN 201220558170 CN 201220558170 U CN201220558170 U CN 201220558170U CN 202849893 U CN202849893 U CN 202849893U
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CN
China
Prior art keywords
sand
concrete slab
cushion
seam
rubble
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
CN 201220558170
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Chinese (zh)
Inventor
朱毅
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
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Priority to CN 201220558170 priority Critical patent/CN202849893U/en
Application granted granted Critical
Publication of CN202849893U publication Critical patent/CN202849893U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a concrete slab pavement structure. The structure is characterized by comprising a gravel foundation, a sand cushion, sand seams and precast concrete slabs; the thickness of the gravel foundation is 40-60mm; a felt is arranged on the gravel foundation; the sand cushion is arranged on the felt; the fineness modulus of the sand adopted by the sand cushion is 2.8-3.3; the sand seams are arranged between the adjacent precast concrete slabs; the width of the sand seams is 4-6mm; and the fineness modulus of the sand adopted by the sand seams is 1.1-1.4. The structure is simple and practical.

Description

A kind of concrete slab road structure
Technical field
The utility model relates to a kind of concrete slab road structure, is applicable to construction field.
Background technology
The precast concrete pavement has long service life, easy for installation, the firmly characteristics of mating formation, and can exempt the situ wet operation, greatly reduces workman's labour intensity, has obtained in recent years developing rapidly.But how the crack appears in its seam easily.
The utility model content
The technical problem that the utility model solves provides a kind of concrete slab road structure, solves the deficiencies in the prior art.
The utility model comprises rubble basis, sand cushion, sand seam, precast concrete plank, the rubble base thickness is 40~60mm, rubble arranges malthoid above the basis, sand cushion is set above the malthoid, the grain fineness number modulus that sand cushion adopts is 2.8~3.3, the sand seam is set between the contiguous prefabricated concrete slab, and sand seam width is 4~6mm, and the grain fineness number modulus that the sand seam adopts is 1.1~1.4.
The utility model is simple and practical.
Description of drawings
Fig. 1 concrete slab road structure schematic diagram.
Accompanying drawing sign: 1, rubble basis, 2, sand cushion, 3, the sand seam, 4, precast concrete plank, 5, malthoid.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is concrete slab road structure schematic diagram.The utility model comprises rubble basis 1, sand cushion 2, sand seam 3, precast concrete plank 4, rubble basis 1 thickness is 50mm, malthoid 5 is set above the rubble basis 1, sand cushion 2 is set above the malthoid 5, the grain fineness number modulus that sand cushion 2 adopts is 2.8~3.3, sand seam 3 is set between the contiguous prefabricated concrete slab 4, and it is 5mm that sand stitches 3 width, and the sand seam 3 grain fineness number moduluses that adopt are 1.1~1.4.

Claims (1)

1. concrete slab road structure, it is characterized in that comprising rubble basis, sand cushion, sand seam, precast concrete plank, the rubble base thickness is 40~60mm, rubble arranges malthoid above the basis, sand cushion is set above the malthoid, and the grain fineness number modulus that sand cushion adopts is 2.8~3.3, and the sand seam is set between the contiguous prefabricated concrete slab, sand seam width is 4~6mm, and the grain fineness number modulus that the sand seam adopts is 1.1~1.4.
CN 201220558170 2012-09-26 2012-09-26 Concrete slab pavement structure Expired - Fee Related CN202849893U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220558170 CN202849893U (en) 2012-09-26 2012-09-26 Concrete slab pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220558170 CN202849893U (en) 2012-09-26 2012-09-26 Concrete slab pavement structure

Publications (1)

Publication Number Publication Date
CN202849893U true CN202849893U (en) 2013-04-03

Family

ID=47981110

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220558170 Expired - Fee Related CN202849893U (en) 2012-09-26 2012-09-26 Concrete slab pavement structure

Country Status (1)

Country Link
CN (1) CN202849893U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032638B (en) * 2014-05-23 2015-12-30 无锡市崇安区科技创业服务中心 A kind of road precast unit
CN106835887A (en) * 2016-12-15 2017-06-13 宁波二十冶建设有限公司 Prefabricated board temporary road and its construction method
CN108755762A (en) * 2018-06-12 2018-11-06 石家庄铁道大学 Assemble type concrete slab construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032638B (en) * 2014-05-23 2015-12-30 无锡市崇安区科技创业服务中心 A kind of road precast unit
CN106835887A (en) * 2016-12-15 2017-06-13 宁波二十冶建设有限公司 Prefabricated board temporary road and its construction method
CN108755762A (en) * 2018-06-12 2018-11-06 石家庄铁道大学 Assemble type concrete slab construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130403

Termination date: 20130926