[go: up one dir, main page]

WO2019210446A1 - Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation - Google Patents

Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation Download PDF

Info

Publication number
WO2019210446A1
WO2019210446A1 PCT/CN2018/085232 CN2018085232W WO2019210446A1 WO 2019210446 A1 WO2019210446 A1 WO 2019210446A1 CN 2018085232 W CN2018085232 W CN 2018085232W WO 2019210446 A1 WO2019210446 A1 WO 2019210446A1
Authority
WO
WIPO (PCT)
Prior art keywords
crushing
rolling
resonant
broken
stone
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.)
Ceased
Application number
PCT/CN2018/085232
Other languages
English (en)
Chinese (zh)
Inventor
许敏
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
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 Individual filed Critical Individual
Priority to PCT/CN2018/085232 priority Critical patent/WO2019210446A1/fr
Publication of WO2019210446A1 publication Critical patent/WO2019210446A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/12Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for taking-up, tearing-up, or full-depth breaking-up paving, e.g. sett extractor

Definitions

  • the invention relates to a road surface repairing method, which is a resonance crushing and petrochemical road surface repairing method.
  • the object of the present invention is to provide a resonance crushing and petrochemical pavement repairing method with convenient construction and high work efficiency.
  • a resonance cracking petrochemical pavement repairing method for an internal road of an enterprise characterized in that: the pavement repairing is performed by a resonance crushing machine; the resonant crushing machine for pavement repairing includes a vehicle, a vibrator on the frame of the vehicle, a vibrator and The fixed vibration beam is connected into one body, and the vibration beam is connected with the hammer head below.
  • the vibration frequency of the vibrator is 44-45 Hz, the amplitude is 20 mm, and the width of the contact surface between the hammer head and the ground is 160-250 mm; the specific steps include:
  • the person in charge is responsible for picking up the rubber strip between the original concrete slab joints, checking that no steel bars are exposed, no asphalt joint materials and patches are present, and the depth of the broken petrochemical surface is not more than 2 cm; the original seam position and broken After the petrochemical, the uneven parts are manually filled and leveled;
  • the crushed stone After the crushed stone is finished, it is crushed by a roller compactor. Before the crushing, the surface of the graded crushed stone particles after the crushing and petrochemical is formed by watering, and the water film layer on the surface of the particle is played during the rolling process. Lubrication is beneficial to the intrusion movement of the particles, and the compactness can be improved after rolling;
  • the roller compactor adopts a vibratory roller with a minimum tonnage of not less than 10 tons; the rolling speed: the average speed is 1.65 m/s;
  • Rolling pass Control by a minimum of three round trips, no more than five times.
  • the invention has convenient construction and high work efficiency.
  • the size of the crushed gravel is ideal and uniform; most of it is less than 15.2cm; the particle size is greater than 20.3cm and the content is not more than 2%; the particle size is concentrated at 2.5-7.6cm; the dust content is less than 7%;
  • the breaking depth can be controlled without impacting the base layer to ensure that the base layer is intact;
  • the resonance crushing machine for pavement repair includes a vehicle, a vibrator is mounted on the frame of the vehicle, and the vibrator is connected with the fixed vibrating beam Integral, the vibrating beam is connected with the hammer head below.
  • the vibration frequency of the vibrator is 44-45 Hz, the amplitude is 20 mm, and the width of the contact surface between the hammer head and the ground is 160-250 mm; the specific steps include:
  • the person in charge is responsible for picking up the rubber strip between the original concrete slab joints, checking that no steel bars are exposed, no asphalt joint materials and patches are present, and the depth of the broken petrochemical surface is not more than 2 cm; the original seam position and broken After the petrochemical, the uneven parts are manually filled and leveled;
  • the crushed stone After the crushed stone is finished, it is crushed by a roller compactor. Before the crushing, the surface of the graded crushed stone particles after the crushing and petrochemical is formed by watering, and the water film layer on the surface of the particle is played during the rolling process. Lubrication is beneficial to the intrusion movement of the particles, and the compactness can be improved after rolling;
  • the roller compactor adopts a vibratory roller with a minimum tonnage of not less than 10 tons; the rolling speed: the average speed is 1.65 m/s;
  • Rolling pass Control by a minimum of three round trips, no more than five times.
  • the Beckman beam deflection detector is used to test the deflection of the first test section after rolling, and the results are as follows:
  • the number of points is 36 points;
  • the average deflection value is 22 (0.01 mm);

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Repair (AREA)

Abstract

L'invention concerne un procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour une route interne d'installation. Le procédé comprend : l'aspersion d'eau sur une file qui doit être rompue à l'aide d'un véhicule d'aspersion d'eau avant la rupture, et la régulation de la fréquence de vibration du marteau de telle sorte qu'elle est entre 44 Hz et 45 Hz, proche de la fréquence inhérente d'un panneau de ciment, de façon à exciter la résonance du panneau de ciment, de telle sorte que le panneau de béton de ciment est facilement rompu ; la réalisation d'une rupture de pierre à résonance dans l'ordre à partir de files latérales jusqu'à une file intermédiaire ; et, après que la rupture de pierre a été achevée, la réalisation d'un compactage par une machine de compactage, et, avant le compactage, une couche de film d'eau étant formée sur la surface de particules de pierre concassées classées après la rupture de pierre à l'aide d'une aspersion d'eau, et la couche de film d'eau sur la surface des particules ayant un effet de lubrification pendant le compactage, de façon à faciliter ainsi le mouvement de verrouillage mutuel des particules, de telle sorte que la compacité après le compactage peut être améliorée. Par le procédé, la construction est pratique et l'efficacité de travail est élevée.
PCT/CN2018/085232 2018-05-01 2018-05-01 Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation Ceased WO2019210446A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/CN2018/085232 WO2019210446A1 (fr) 2018-05-01 2018-05-01 Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/CN2018/085232 WO2019210446A1 (fr) 2018-05-01 2018-05-01 Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation

Publications (1)

Publication Number Publication Date
WO2019210446A1 true WO2019210446A1 (fr) 2019-11-07

Family

ID=68386202

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2018/085232 Ceased WO2019210446A1 (fr) 2018-05-01 2018-05-01 Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation

Country Status (1)

Country Link
WO (1) WO2019210446A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112575663A (zh) * 2020-12-08 2021-03-30 宜昌江峡船用机械有限责任公司 用于共振破碎机的激振梁

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999005363A1 (fr) * 1997-07-23 1999-02-04 Hydroacoustics, Inc. Defonceuse vibrante pour chaussee
CN106192698A (zh) * 2016-08-30 2016-12-07 中国十九冶集团有限公司 公路路面碎石化处理再利用铺设施工结构及工艺
CN206052519U (zh) * 2016-09-13 2017-03-29 上海雍豪实业有限公司 水泥混凝土路面共振破碎机
CN206070335U (zh) * 2016-09-13 2017-04-05 昆明隆达企业管理咨询有限公司 一种新型水泥混凝土路面共振破碎机
CN206070332U (zh) * 2016-09-13 2017-04-05 昆明隆达企业管理咨询有限公司 一种新型水泥混凝土路面破碎机用共振破碎机构
CN107905082A (zh) * 2017-11-03 2018-04-13 长沙理工大学 适用于不良支撑下旧水泥混凝土面板的破碎利用方法

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999005363A1 (fr) * 1997-07-23 1999-02-04 Hydroacoustics, Inc. Defonceuse vibrante pour chaussee
CN106192698A (zh) * 2016-08-30 2016-12-07 中国十九冶集团有限公司 公路路面碎石化处理再利用铺设施工结构及工艺
CN206052519U (zh) * 2016-09-13 2017-03-29 上海雍豪实业有限公司 水泥混凝土路面共振破碎机
CN206070335U (zh) * 2016-09-13 2017-04-05 昆明隆达企业管理咨询有限公司 一种新型水泥混凝土路面共振破碎机
CN206070332U (zh) * 2016-09-13 2017-04-05 昆明隆达企业管理咨询有限公司 一种新型水泥混凝土路面破碎机用共振破碎机构
CN107905082A (zh) * 2017-11-03 2018-04-13 长沙理工大学 适用于不良支撑下旧水泥混凝土面板的破碎利用方法

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
LI JIANPING: "Talking about the Application of Resonance and Rubblization Technology in the White-to-black project", JIANGXI BUILDING MATERIALS, no. 5, 31 December 2016 (2016-12-31), pages 201 - 202 *
LIU JIANGFENG: "Talking about the Application of Resonance and Rubblization Technology in the Reconstruction of Old Cement Pavement", MANAGEMENT AND TECHNOLOGY OF SME, no. 8, 5 August 2014 (2014-08-05), pages 107 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112575663A (zh) * 2020-12-08 2021-03-30 宜昌江峡船用机械有限责任公司 用于共振破碎机的激振梁

Similar Documents

Publication Publication Date Title
CN110846967B (zh) 用于公路施工的路面改建方法及设备
CN106702833A (zh) 一种用于地铁直铺底座振捣与整型施工设备及施工工艺
JPH05247910A (ja) 舗装道路補修作業車及び舗装道路補修方法
CN106192698A (zh) 公路路面碎石化处理再利用铺设施工结构及工艺
CN109468904A (zh) 一种用于机场场道的沥青复合封层施工方法
WO2019210446A1 (fr) Procédé de réparation et de construction de chaussée à rupture de pierre à résonance pour route interne d'installation
US2009542A (en) Method and apparatus for resurfacing roads
CN110878503A (zh) 一种破损沥青路面修复方法
CN108660888A (zh) 一种道路水泥板块现场粒石化再生水稳工艺施工方法
CN106835914B (zh) 一种自动纠偏混凝土道路摊铺及道路标线机
US3625121A (en) Apparatus for producing supporting layers or road surfaces
US2041266A (en) Method and apparatus for treating sunken composite pavements
CN112878135B (zh) 一种基于探地雷达的路口抗车辙路面变形判断和施工方法
CN105803887A (zh) 城镇道路基层无障碍施工方法
CN112301826A (zh) 乳化沥青冷再生路面结构及该路面的快速养生方法
CN104818659A (zh) 水泥板现场粒化再生施工工艺
CN103114525B (zh) 一种钢桥面铺装结构及其铺装方法
CN107288013A (zh) 一种基于市政道路工程的快速施工振平装置
RU2536517C1 (ru) Способ ямочного ремонта автомобильных дорог
CN206655067U (zh) 一种用于地铁直铺底座振捣与整型施工设备
US2085420A (en) Method of making or repairing roads
CN109853334B (zh) 一种桥面铺装用移动式碎石撒布机
Boyer et al. State-of-the-Practice: rubblization of heavy load concrete airfield pavements
JPH0726506A (ja) アスファルト舗装工法及びこれに用いる装置
CN110565488A (zh) 临时道路碎石的铺设方法

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18917248

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18917248

Country of ref document: EP

Kind code of ref document: A1