CN100507162C - Large-span comprehensive channel concrete pouring machine - Google Patents

Large-span comprehensive channel concrete pouring machine Download PDF

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Publication number
CN100507162C
CN100507162C CNB2006100129751A CN200610012975A CN100507162C CN 100507162 C CN100507162 C CN 100507162C CN B2006100129751 A CNB2006100129751 A CN B2006100129751A CN 200610012975 A CN200610012975 A CN 200610012975A CN 100507162 C CN100507162 C CN 100507162C
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trolley
truss
main
lining
track
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CN1900431A (en
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高海成
余良碧
徐其阳
徐广建
张智宏
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Sinohydro Bureau 11 Co Ltd
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No11 Engineering Bureau Chian Water Conservancy And Hydropower
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    • 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
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/22Improving land use; Improving water use or availability; Controlling erosion

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Abstract

The present invention relates to a large trapezoidal section canal surface concrete lining executive mechanical equipment. It includes large span steel truss with running mechanism, through up-down bogie i.e. material distribution and lining bogie respectively to make canal concrete material distribution, spreading, bumping down and levelling; not only saving feeding equipment and pouring concrete labour bur also in favor of protecting anti-seepage thermal insulation structure layer.

Description

大跨度综合型渠道混凝土浇筑机 Large-span comprehensive channel concrete pouring machine

技术领域 technical field

本发明涉及一种大梯形断面渠道表面混凝土衬砌施工的机械设备。The invention relates to a mechanical device for concrete lining construction on the surface of a channel with a large trapezoidal section.

技术背景 technical background

南水北调中线引水工程施工战线长,工期紧、任务重,沿线总干渠大部分为明渠工程。渠道过水断面采用梯形断面,表面采用现浇混凝土衬砌。其中渠坡长度多为25以上,边坡系数为2.5—3.0。渠道衬砌厚度多为边坡10cm,底板8cm,河滩地段边坡渠底均为15cm,衬砌板下铺复合土工膜加强防渗,河滩地段防渗层下面铺设砂砾料防冻胀,一般渠段采用聚苯乙烯保温板防冻胀。目前,渠道护坡混凝土施工的方法很多,如常规施工方法有立模、分块浇筑混凝土,拉模施工。施工速度往往较慢,不能大范围连续作业,而且作业面投入的人员相对较多,不利防渗土工膜及保温板的保护。不但影响工程施工进度,还将影响到工程的施工质量。目前采用的渠道施工机械存在桁架跨度小、单机功能单一、整体费用投入高等缺点。The construction of the water diversion project on the middle route of the South-to-North Water Diversion Project has a long construction line, a tight construction period, and heavy tasks. Most of the main canals along the line are open channel projects. The cross-section of the channel adopts a trapezoidal cross-section, and the surface is lined with cast-in-place concrete. Among them, the length of the canal slope is mostly more than 25, and the slope coefficient is 2.5-3.0. The thickness of the canal lining is mostly 10cm for the side slope, 8cm for the bottom plate, and 15cm for the bottom of the side slope in the river bank. Composite geomembrane is laid under the lining slab to strengthen anti-seepage. Styrene insulation boards prevent frost heave. At present, there are many methods of concrete construction for channel slope protection, such as conventional construction methods include formwork, concrete pouring in blocks, and formwork construction. The construction speed is often slow, continuous operation cannot be carried out in a large area, and relatively many personnel are invested in the working surface, which is not conducive to the protection of the anti-seepage geomembrane and insulation board. Not only will it affect the construction progress of the project, but it will also affect the construction quality of the project. The channel construction machinery currently used has the disadvantages of small truss span, single function of a single machine, and high overall cost investment.

发明内容 Contents of the invention

本发明所要解决的技术问题在于提供一种能满足大型渠道断面的混凝土布料、摊铺、振捣和整平,并且能连续作业的混凝土施工机械。The technical problem to be solved by the present invention is to provide a concrete construction machine capable of distributing, paving, vibrating and leveling concrete for large channel sections, and capable of continuous operation.

本发明采用如下技术方案:本发明包括主桁架、设置在主桁架两端的桁架行走装置以及操作控制室、设置在主桁架上的上小车轨道和下小车轨道、设置在上小车轨道上的可在上小车轨道上行走的布料小车、挂置在下小车轨道上的可在下小车轨道上行走的衬砌小车,布料小车上设置有由上小车行走传动电机、上小车主行走轮和上小车行走轮构成的行走装置,衬砌小车上设置有由下小车行走传动电机、下小车主行走轮和下小车行走轮构成的行走装置,在主桁架上设置有由授料口、皮带传动电机和输料皮带构成的输料装置,在布料小车上对应输料皮带的上方设置有刮料板,在刮料板下方设置有下料斗,衬砌小车上设置有由搅笼传动电机、搅笼以及和搅笼同轴的压光辗构成摊铺辗压装置,衬砌小车上设置有箱式振捣装置。The present invention adopts the following technical solutions: the present invention includes a main truss, a truss walking device arranged at both ends of the main truss, an operation control room, an upper trolley track and a lower trolley track arranged on the main truss, The fabric trolley that walks on the track of the upper trolley, and the lining trolley that is hung on the track of the lower trolley and can walk on the track of the lower trolley. Traveling device, the lining trolley is equipped with a traveling device consisting of the lower trolley walking transmission motor, the main traveling wheel of the lower trolley and the traveling wheel of the lower trolley. The material conveying device is equipped with a scraper plate above the corresponding conveyor belt on the cloth trolley, and a lower hopper is set under the scraper plate. The calender roller constitutes the paving and rolling device, and the lining trolley is equipped with a box-type vibrating device.

本发明主桁架长度为10—35米。The length of the main truss of the present invention is 10-35 meters.

本发明的有益效果为:由于本发明采用大跨度桁架作为工作平台,利用上、下小车分别进行混凝土布料、摊铺、振捣和整平,不仅节省了大量的布料设备和浇筑混凝土的人工,同时有利于渠道混凝土的施工化机械,还有利于渠道底部防渗、保温结构层的保护,确保渠道浇筑混凝土的施工质量。另外本发明结构紧凑,实行分段拼装,便于安装使用,操作维修方便,具有较高的推广利用价值。The beneficial effects of the present invention are: since the present invention adopts the large-span truss as the working platform, the upper and lower trolleys are used to carry out concrete distribution, paving, vibrating and leveling respectively, which not only saves a lot of distribution equipment and labor for pouring concrete, At the same time, it is beneficial to the construction machinery of the channel concrete, as well as the protection of the anti-seepage and thermal insulation structure layer at the bottom of the channel, so as to ensure the construction quality of the channel pouring concrete. In addition, the present invention has a compact structure, can be assembled in sections, is convenient for installation and use, is convenient for operation and maintenance, and has high popularization and utilization value.

本发明具有以下特点:The present invention has the following characteristics:

1、本发明将混凝土布料、摊铺、震捣、压实于一身,降低费用(为国外同类产品的1/5~1/10),若配上专用的磨光、切缝等装置,即可完成所有施工工序。1. The present invention integrates concrete distribution, paving, vibrating and compacting, and reduces the cost (1/5 to 1/10 of similar foreign products). If it is equipped with special polishing and cutting devices, it can All construction procedures can be completed.

2、本发明框架按所需长度拼装,便于运输和拆装。2. The frame of the present invention is assembled according to the required length, which is convenient for transportation and disassembly.

3、本发明整机运行可靠,通过合理的装备实现一机多用,维修简单,配件充足。3. The whole machine of the present invention is reliable in operation, realizes multiple functions of one machine through reasonable equipment, simple maintenance and sufficient accessories.

4、使用本发明坡度和浇筑厚度可灵活调节。4. The slope and pouring thickness can be flexibly adjusted using the present invention.

5、本发明桁架行走装置9和主桁架1为铰接形成,在曲率半径≥150米的弯道上可自由行走。5. The truss running device 9 and the main truss 1 of the present invention are hinged and can walk freely on curves with a curvature radius ≥ 150 meters.

6、本发明全部机械传动均采用电动机作为动力,采用齿轮或链条传动,确保整个机械运行灵活,制动可靠。6. All the mechanical transmissions of the present invention use electric motors as power, and adopt gears or chains to drive, so as to ensure the flexible operation of the whole machine and reliable braking.

7、本发明主要运动部件采用变频器控制,以适用各种不同工况及多变环境。7. The main moving parts of the present invention are controlled by frequency converters, so as to be applicable to various working conditions and changing environments.

8、本发明上、下两个小车即布料小车和衬砌小车可同时或单独作业,布料和摊铺震捣互不影响。8. The upper and lower trolleys of the present invention, that is, the distributing trolley and the lining trolley, can work simultaneously or independently, and the distributing and paving vibrations do not affect each other.

附图说明 Description of drawings

附图1为本发明结构示意图;Accompanying drawing 1 is a structural representation of the present invention;

附图2为附图1中的上、下小车放大图;Accompanying drawing 2 is the enlarged view of upper and lower dolly in accompanying drawing 1;

附图3为本发明压光辗和搅笼同轴示意图。Accompanying drawing 3 is the coaxial schematic diagram of the calender roller and the stirring cage of the present invention.

附图中:1、主桁架、2布料小车、3衬砌小车、4输料皮带、5上小车轨道、6下小车轨道、7授料口、8皮带传动电机、9桁架行走装置、10操作室、11上小车机架、12刮料板、13上小车主行走轮、14上小车行走轮、15上小车行走传动电机、16搅笼传动电机、17压光辗、18箱式振捣装置、19下小车主行走轮、20下小车行走轮、21下小车框架、22下小车行走传动电机、23下料斗、24搅笼。In the attached drawings: 1. Main truss, 2. Fabric trolley, 3. Lining trolley, 4. Conveyor belt, 5. Upper trolley track, 6. Lower trolley track, 7. Feeding opening, 8. Belt drive motor, 9. Truss walking device, 10. Operating room , 11 upper trolley frame, 12 scraper plate, 13 upper trolley main traveling wheel, 14 upper trolley traveling wheel, 15 upper trolley travel drive motor, 16 stirring cage drive motor, 17 calender roller, 18 box-type vibrating device, 19 trolley main traveling wheels, 20 trolley traveling wheels, 21 trolley frames, 22 trolley travel drive motors, 23 hoppers, 24 agitating cages.

具体实施方式 Detailed ways

本发明包括主桁架1、设置在主桁架1两端的桁架行走装置9以及桁架行走装置9的驱动装置操作室10、设置在主桁架1上的上小车轨道5和下小车轨道6、设置在上小车轨道5上的可在上小车轨道5上行走的布料小车2、挂置在下小车轨道6上的可在下小车轨道6上行走的衬砌小车3,布料小车2上设置有由上小车行走传动电机15、上小车主行走轮13和上小车行走轮14构成的行走装置,衬砌小车3上设置有由下小车行走传动电机22、下小车主行走轮19和下小车行走轮20构成的行走装置,在主桁架1上设置有由授料口7、皮带传动电机8和输料皮带4构成的输料装置,在布料小车2上对应输料皮带4的上方设置有刮料板12,在刮料板12下方设置有下料斗23,衬砌小车3上设置有由搅笼传动电机16、搅笼24以及和搅笼24同轴的压光辗17构成的搅笼压辗装置,衬砌小车3上设置有箱式振捣装置18。The present invention comprises a main truss 1, a truss traveling device 9 arranged at both ends of the main truss 1, a driving device operating room 10 of the truss traveling device 9, an upper trolley track 5 and a lower trolley track 6 arranged on the main truss 1, and a trolley track 6 arranged on the upper The cloth trolley 2 on the trolley track 5 that can walk on the upper trolley track 5, the lining trolley 3 that is hung on the lower trolley track 6 and can walk on the lower trolley track 6, and the fabric trolley 2 is provided with a transmission motor driven by the upper trolley. 15. The walking device composed of the main traveling wheel 13 of the upper trolley and the traveling wheel 14 of the upper trolley, the lining trolley 3 is provided with a traveling device consisting of the traveling transmission motor 22 of the lower trolley, the main traveling wheel 19 of the lower trolley and the traveling wheel 20 of the lower trolley, The main truss 1 is provided with a feeding device consisting of a feeding port 7, a belt drive motor 8 and a feeding belt 4, and a scraper 12 is arranged above the corresponding feeding belt 4 on the cloth trolley 2. A lower hopper 23 is arranged under the plate 12, and a cage-stirring roller device composed of a cage-stirring drive motor 16, a cage 24 and a calender 17 coaxial with the cage 24 is arranged on the lining trolley 3. Box-type vibrating device 18 is arranged.

本发明主桁架长度为10—35米。The length of the main truss of the present invention is 10-35 meters.

本发明主体为一个大跨度的钢构桁架,桁架本身自带行走装置。通过安装在桁架上的上、下行走小车即布料小车2和衬砌小车3,分别进行渠道混凝土的布料、摊铺、振捣和整平。小车分别以桁架龙骨作为轨道,并自带行走装置。桁架上部小车即布料小车2装有挡料刮板和下料斗,负责从混凝土传送皮带上分取混凝土料进行布料;桁架下部小车即衬砌小车3装有搅笼、箱式振捣器和压光辊,分别负责对布料后的混凝土料进行摊铺、振捣和整平。上、下两个小车即布料小车2和衬砌小车3可同时或单独作业,布料和摊铺震捣互不影响。The main body of the invention is a large-span steel truss, and the truss itself has its own walking device. The distribution, paving, vibrating and leveling of the channel concrete are carried out respectively through the upper and lower traveling trolleys installed on the truss, that is, the distributing trolley 2 and the lining trolley 3. The trolley uses the truss keel as the track and has its own walking device. The trolley on the upper part of the truss is the distributing trolley 2, which is equipped with a material retaining scraper and a lower hopper, and is responsible for separating and distributing concrete material from the concrete conveyor belt; the trolley on the lower part of the truss is the lining trolley 3, which is equipped with a mixing cage, a box-type vibrator and a calender The rollers are respectively responsible for spreading, vibrating and leveling the concrete material after distribution. The upper and lower trolleys, that is, the fabric trolley 2 and the lining trolley 3, can work simultaneously or independently, and the fabric and paving vibrations do not affect each other.

本发明工作过程为:当渠坡完成混凝土浇筑前的施工准备后,将浇筑机械移动到位,通过测量定位确定机械的位置,然后开始浇筑混凝土。首先由上部小车即布料小车2进行混凝土布料,布料小车2速度3~12米/分钟,每次布料宽度≥60厘米,利用主桁架1的输料皮带4进行混凝土料的传送,主皮带速度1.0米/秒,然后由布料小车2上的刮料板12将混凝土料刮入下料斗23,下料过程中依据混凝土罐车的下料速度调整布料小车2的行进速度,将混凝土料布到指定部位。布料完成后由下部小车即衬砌小车3开始摊铺、振捣和整平,同时开启搅笼24和箱式振捣装置18,边摊铺边振捣,然后由压光辗17进整平压光,震动小车速度1.5~9米/分钟,压光辊滚宽度90厘米。每完成一个循环后进行移位,移位宽度为压光辗17的三分之二,开始下一区域的浇筑,本发明整机功率26~46千瓦(包括配套附件),重量约19吨(27米长,包括配套附件),摊铺厚度8~30厘米,主车行进速度0~10米/分钟,行进曲率半径≥150米,坡度调整系数1.5~3.0,成型速度1~9米/小时(8~30厘米),理论生产率7~24立方米/小时。The working process of the present invention is as follows: when the canal slope completes the construction preparation before concrete pouring, the pouring machine is moved to the position, the position of the machine is determined by measuring and positioning, and then concrete pouring starts. First, the upper trolley, that is, the distributing trolley 2, carries out the concrete distributing. The speed of the distributing trolley 2 is 3-12 m/min, and the width of each distributing is ≥60 cm. The conveying belt 4 of the main truss 1 is used to transmit the concrete material, and the speed of the main belt is 1.0 m/s, then the scraper 12 on the distribution trolley 2 scrapes the concrete material into the hopper 23, and adjusts the speed of the distribution trolley 2 according to the blanking speed of the concrete tank truck during the blanking process, and distributes the concrete material to the designated position . After the cloth is finished, the lower trolley, that is, the lining trolley 3, starts paving, vibrating and leveling. At the same time, the stirring cage 24 and the box-type vibrating device 18 are opened to vibrate while paving, and then the calender roller 17 is used for leveling and leveling. The speed of light and vibrating trolley is 1.5-9 m/min, and the width of calender roll is 90 cm. Carry out displacement after finishing a cycle every time, displacement width is 2/3rds of calender roller 17, starts the pouring of next area, the power of the whole machine of the present invention is 26~46 kilowatts (comprising accessory), and weight is about 19 tons ( 27 meters long, including supporting accessories), the paving thickness is 8-30 cm, the traveling speed of the main vehicle is 0-10 m/min, the traveling curvature radius is ≥150 m, the slope adjustment coefficient is 1.5-3.0, and the forming speed is 1-9 m/h (8-30 cm), the theoretical productivity is 7-24 cubic meters per hour.

为方便现场布置及混凝土罐车下料,布料机上的操作室10和授料口7的位置可进行互换。同时布料角度和长度也可以随渠坡进行相应调整。In order to facilitate on-site layout and unloading of concrete tank trucks, the positions of the operating room 10 and the feeding port 7 on the distributing machine can be interchanged. At the same time, the cloth angle and length can also be adjusted accordingly with the slope of the canal.

本发明还能用于渠道砂砾料防冻胀层的摊铺、整平压实。The invention can also be used for paving, leveling and compacting the anti-frost heave layer of sand and gravel materials in channels.

Claims (2)

1、一种大跨度综合型渠道混凝土浇筑机,其特征在于其包括主桁架(1)、设置在主桁架(1)两端的桁架行走装置(9)以及操作控制室(10)、设置在主桁架(1)上的上小车轨道(5)和下小车轨道(6)、设置在上小车轨道(5)上的可在上小车轨道(5)上行走的布料小车(2)、挂置在下小车轨道(6)上的可在下小车轨道(6)上行走的衬砌小车(3),布料小车(2)上设置有由上小车行走传动电机(15)、上小车主行走轮(13)和上小车行走轮(14)构成的行走装置,衬砌小车(3)上设置有由下小车行走传动电机(22)、下小车主行走轮(19)和下小车行走轮(20)构成的行走装置,在主桁架(1)上设置有由授料口(7)、皮带传动电机(8)和输料皮带(4)构成的输料装置,在布料小车(2)上对应输料皮带(4)的上方设置有刮料板(12),在刮料板(12)下方设置有下料斗(23),衬砌小车(3)上设置有由搅笼传动电机(16)、搅笼(24)以及和搅笼(24)同轴的压光辗(17)构成摊铺辗压装置,衬砌小车(3)上设置有箱式振捣装置(18)。1. A large-span comprehensive channel concrete pouring machine, characterized in that it includes a main truss (1), a truss walking device (9) arranged at both ends of the main truss (1), and an operation control room (10), arranged on the main The upper trolley track (5) and the lower trolley track (6) on the truss (1), the fabric trolley (2) that can walk on the upper trolley track (5) arranged on the upper trolley track (5), hang on the lower trolley track (5) The lining dolly (3) that can walk on the lower trolley track (6) on the trolley track (6), is provided with on the trolley (2) by upper trolley walking transmission motor (15), last trolley main walking wheel (13) and The traveling device composed of the upper trolley traveling wheels (14), the lining trolley (3) is provided with a traveling device consisting of the lower trolley traveling transmission motor (22), the main traveling wheel (19) of the lower trolley and the traveling wheel (20) of the lower trolley , the main truss (1) is provided with a feeding device consisting of a feeding port (7), a belt drive motor (8) and a feeding belt (4), and the corresponding feeding belt (4) is on the cloth trolley (2) ) is provided with a scraper (12), below the scraper (12) is provided with a lower hopper (23), and the lining trolley (3) is provided with a cage-stirring drive motor (16), cage-stirring (24) And the calender roll (17) coaxial with stirring cage (24) constitutes the paving and rolling device, and the lining trolley (3) is provided with box-type vibrating device (18). 2、根据权利要求1所述的一种大跨度综合型渠道混凝土浇筑机,其特征在于主桁架长度为10—35米。2. A long-span comprehensive channel concrete pouring machine according to claim 1, characterized in that the length of the main truss is 10-35 meters.
CNB2006100129751A 2006-07-22 2006-07-22 Large-span comprehensive channel concrete pouring machine Expired - Fee Related CN100507162C (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112442946A (en) * 2020-11-12 2021-03-05 张国彦 Concrete pouring device for bridge superstructure in road engineering and use method thereof

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101294387B (en) * 2008-06-17 2011-09-07 中国葛洲坝集团股份有限公司 Transportation method for roller compacted concrete at glacis landform
CN101694129B (en) * 2009-10-16 2011-04-06 中国葛洲坝集团股份有限公司 Method for conveying concrete in narrow space and device thereof
CN104164975B (en) * 2013-05-20 2016-11-23 佛山市奥马迪科技有限公司 A kind of construction concrete robotic watering unit
CN104047267B (en) * 2014-06-18 2016-01-20 葛洲坝集团基础工程有限公司 A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus
CN105002860A (en) * 2015-04-17 2015-10-28 中国电建集团贵阳勘测设计研究院有限公司 Method and structure for preventing and controlling differential settlement of tail canal foundation of power generation plant
CN111764346A (en) * 2020-07-20 2020-10-13 河南水建集团有限公司 Canal lining system
CN112343015A (en) * 2020-09-16 2021-02-09 中国葛洲坝集团第二工程有限公司 Chute bottom plate concrete truss track drawing die construction device
CN112962972B (en) * 2021-02-09 2022-11-18 中国水利水电第十一工程局有限公司 An intelligent vibrator that can evenly distribute spots
CN116556373B (en) * 2023-05-11 2023-10-20 中国水利水电第三工程局有限公司 Dam and basin bedding slab concrete transverse and longitudinal sliding mode combined construction method
CN118327295B (en) * 2024-04-23 2025-11-14 三明学院 A prefabricated intelligent concrete cast-in-place paver for floor decking

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
U形渠道与U形渠道衬砌机设计探讨. 赵保安.科技情报开发与经济,第13卷第5期. 2003 *
梯形衬砌机的施工方法及效果初探. 刘秋娟.西北水力发电,第20卷第S1期. 2004 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112442946A (en) * 2020-11-12 2021-03-05 张国彦 Concrete pouring device for bridge superstructure in road engineering and use method thereof

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