CN211285166U - Bidirectional cross slope concrete pavement vibrating device - Google Patents
Bidirectional cross slope concrete pavement vibrating device Download PDFInfo
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- CN211285166U CN211285166U CN201921878192.0U CN201921878192U CN211285166U CN 211285166 U CN211285166 U CN 211285166U CN 201921878192 U CN201921878192 U CN 201921878192U CN 211285166 U CN211285166 U CN 211285166U
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Abstract
本实用新型涉及建筑施工领域,特别涉及一种双向横坡混凝土路面铺装振捣装置。双向横坡混凝土路面铺装振捣装置,包括振捣主体,所述振捣主体包括振捣主梁,振捣主梁上部安装有支撑架,振捣主梁和支撑架之间设置有多个调节组件,振捣主梁上安装有多个附着式振捣器,振捣主梁两侧安装有牵引组件。本实用新型根据施工路面或桥面双向横坡的大小,设计振捣装置的大小,通过调整调节螺栓,使振捣主梁上下变形,达到设计坡度要求,拧紧调节螺栓上的紧固螺母,可防止施工过程中装置松动,施工中通过多个附着式振捣器,人工牵引绳索,达到移动振捣装置及坡度调整的目的,制作简单、操作方便、实用性强,保证混凝土振捣的同时,还能够保证双向横坡的坡度。
The utility model relates to the field of building construction, in particular to a vibrating device for paving concrete pavement with two-way transverse slope. A vibrating device for pavement of concrete pavement with two-way transverse slope includes a vibrating main body, the vibrating main body comprises a vibrating main beam, a supporting frame is installed on the upper part of the vibrating main beam, and a plurality of vibrating main beams and the supporting frame are arranged between For the adjustment component, a plurality of attached vibrators are installed on the vibrating main beam, and traction components are installed on both sides of the vibrating main beam. The utility model designs the size of the vibrating device according to the size of the construction road surface or the two-way cross slope of the bridge deck. By adjusting the adjusting bolts, the main beam of the vibrating vibrator is deformed up and down to meet the design slope requirements, and the tightening nuts on the adjusting bolts can be tightened. Prevent the device from loosening during the construction process. During the construction, multiple attached vibrators and manual traction ropes are used to achieve the purpose of moving the vibrating device and adjusting the slope. The production is simple, the operation is convenient, and the practicability is strong. It can also ensure the slope of the two-way cross slope.
Description
技术领域technical field
本实用新型涉及建筑施工领域,特别涉及一种双向横坡混凝土路面铺装振捣装置。The utility model relates to the field of building construction, in particular to a vibrating device for paving concrete pavement with two-way transverse slope.
背景技术Background technique
在混凝土路面及桥面施工中,直线部分一般均设计有双向横坡,传统的混凝土铺装振捣作业装置多采用角铁振捣梁、双滚轴及三滚轴等装置,但是其均适应于单向横坡路面或桥面,无法一次铺装振捣完成双向横坡的情况,现场采取的半幅铺装振捣方法存在新旧混凝土接茬及裂缝问题,不利于施工质量的控制,且施工周期长,人员投入大,不利于施工效率的提升。In the construction of concrete pavement and bridge deck, the straight line part is generally designed with two-way transverse slope. The traditional concrete pavement vibrating operation devices mostly use angle iron vibrating beams, double rollers and three rollers and other devices, but all of them are suitable for In the case of one-way cross-slope pavement or bridge deck, it is impossible to complete the two-way cross-slope with one-time paving and vibrating. The half-width paving and vibrating method adopted on site has problems of stubble and cracks between new and old concrete, which is not conducive to the control of construction quality, and the construction cycle It is long and the personnel investment is large, which is not conducive to the improvement of construction efficiency.
实用新型内容Utility model content
本实用新型的目的是为了解决现有的混凝土铺装振捣装置仅适用于单向横坡路面或桥面,半幅铺装振捣存在新旧混凝土接茬及裂缝问题,提供一种双向横坡混凝土路面铺装振捣装置,制作简单、操作方便、实用性强,保证混凝土振捣的同时,还能够保证双向横坡的坡度。The purpose of the utility model is to solve the problem that the existing concrete pavement vibrating device is only suitable for one-way cross-slope pavement or bridge deck, and there are new and old concrete stubble and cracks in the half-width pavement vibrating and vibrating, so as to provide a two-way cross-slope concrete pavement. The pavement vibrating device is simple to manufacture, easy to operate, and has strong practicability, which can ensure the slope of the two-way cross slope while ensuring the vibrating of the concrete.
本实用新型为实现上述目的所采用的技术方案是:包括振捣主体,所述振捣主体包括振捣主梁,所述振捣主梁上部安装有支撑架,所述振捣主梁和支撑架之间设置有多个调节组件,所述振捣主梁上安装有多个附着式振捣器,所述振捣主梁两侧安装有牵引组件。The technical scheme adopted by the present invention to achieve the above purpose is: comprising a vibrating main body, the vibrating main body comprising a vibrating main beam, a support frame is installed on the upper part of the vibrating main beam, the vibrating main beam and the supporting A plurality of adjustment assemblies are arranged between the frames, a plurality of attached vibrators are installed on the vibrating main beam, and traction assemblies are installed on both sides of the vibrating main beam.
进一步地,所述振捣主梁有两道,所述两道振捣主梁之间设置有多个连接横杆,所述两道振捣主梁在跨中位置铰接,所述两道振捣主梁上分别安装有支撑架,所述支撑架之间设置有多个连接横管。Further, there are two main vibrating beams, a plurality of connecting cross bars are arranged between the two main vibrating beams, the two main vibrating beams are hinged at the mid-span position, and the two vibrating main beams are hinged. Support frames are respectively installed on the ramming main beams, and a plurality of connecting transverse pipes are arranged between the support frames.
进一步地,所述支撑架采用三角支撑架。Further, the support frame adopts a triangular support frame.
进一步地,所述调节组件设置在振捣主体的端部及跨中位置,所述调节组件包括两个调节螺栓,所述两个调节螺栓活动连接螺栓连接件,所述两个调节螺栓上分别设置有紧固螺母,用于紧固调节螺栓。Further, the adjustment assembly is arranged at the end of the vibrating body and at the midspan position, the adjustment assembly includes two adjustment bolts, the two adjustment bolts are flexibly connected to the bolt connection, and the two adjustment bolts are respectively A tightening nut is provided for tightening the adjusting bolt.
进一步地,所述牵引组件包括吊环,所述吊环内穿套有绳索,所述吊环安装在所述振捣主梁两侧。Further, the traction assembly includes a hoisting ring, a rope is sheathed in the hoisting ring, and the hoisting ring is installed on both sides of the vibrating main beam.
进一步地,所述附着式振捣器安装在振捣主梁两端及中部位置。Further, the attached vibrator is installed at both ends and the middle of the vibrating main beam.
进一步地,所述振捣主梁采用钢管制作,钢管直径为6-15cm。Further, the vibrating main beam is made of steel pipe, and the diameter of the steel pipe is 6-15cm.
进一步地,所述振捣主梁长度根据路面实际宽度确定。Further, the length of the vibrating main beam is determined according to the actual width of the road surface.
本实用新型可以根据施工路面或桥面双向横坡的大小,设计振捣装置的大小,将装置放置于水平地面上,调整调节螺栓,使振捣主梁向上、向下变形,达到设计坡度要求,拧紧调节螺栓上的紧固螺母,可有效防止施工过程中调节螺栓的松动,施工中,启动附着式振捣器,通过人工牵引绳索,达到移动混凝土铺装振捣装置及坡度调整的目的,具有制作简单、操作方便、实用性强的特点,保证混凝土振捣的同时,还能够保证双向横坡的坡度,提高了作业效率,降低了施工成本。The utility model can design the size of the vibrating device according to the size of the two-way cross slope of the construction road or bridge deck, place the device on the level ground, adjust the adjusting bolts, and deform the vibrating main beam upward and downward to meet the design slope requirements. , Tighten the fastening nut on the adjusting bolt, which can effectively prevent the loosening of the adjusting bolt during construction. During construction, start the attached vibrator and manually pull the rope to achieve the purpose of moving the concrete paving vibrating device and adjusting the slope. The utility model has the characteristics of simple production, convenient operation and strong practicability, which can ensure the slope of the two-way cross slope while ensuring the vibration of the concrete, which improves the operation efficiency and reduces the construction cost.
附图说明Description of drawings
图1为本实用新型的结构主视图。FIG. 1 is a front view of the structure of the utility model.
图2为本实用新型的结构俯视图。FIG. 2 is a top view of the structure of the utility model.
图3为本实用新型的调节组件结构图。FIG. 3 is a structural diagram of the adjusting assembly of the present invention.
图4为本实用新型的振捣主梁跨中位置铰接俯视图。4 is a top view of the hinged position of the vibrating main beam at the mid-span of the utility model.
图5为图4的A向视图。FIG. 5 is a view from the direction A of FIG. 4 .
图中:1.振捣主梁,2.连接横杆,3. 三角支撑架,4.连接横管,5.调节螺栓,6.附着式振捣器,7.吊环,8.牵引绳索,9.螺栓连接件,10.紧固螺母,11.铰接件。In the picture: 1. Vibrating main beam, 2. Connecting cross bar, 3. Triangular support frame, 4. Connecting cross tube, 5. Adjusting bolt, 6. Attached vibrator, 7. Lifting ring, 8. Traction rope, 9. Bolt connections, 10. Fastening nuts, 11. Hinged parts.
具体实施方式Detailed ways
下面结合附图和实施例对本实用新型进行详细说明,但本实用新型并不局限于具体实施例。The present utility model will be described in detail below with reference to the accompanying drawings and embodiments, but the present utility model is not limited to the specific embodiments.
如图1-2所示的双向横坡混凝土路面铺装振捣装置,包括振捣主体,振捣主体包括振捣主梁1,振捣主梁1有两道,两道振捣主梁1之间设置有多个连接横杆2,两道振捣主梁1在跨中位置通过铰接件11进行铰接,如图4-5所示,在调整调节螺栓5时,方便振捣主梁1拱起或下落形成需要的坡度,两道振捣主梁1上分别安装有三角支撑架3,三角支撑架3之间设置有多个连接横管4,振捣主梁1和支撑架之间设置有多个调节组件,如图3所示,调节组件设置在端部及跨中位置,振捣主梁1上安装有多个附着式振捣器6,附着式振捣器6安装在两端及中部位置,振捣主梁1两侧安装有牵引组件。As shown in Figure 1-2, the vibrating device for paving concrete pavement with two-way transverse slope includes a vibrating main body, and the vibrating main body includes a vibrating
优选地,上述调节组件包括两个调节螺栓5,调节螺栓5直径为15-45mm,两个调节螺栓5活动连接螺栓连接件9,调整调节螺栓5,使振捣主梁1向上、向下变形,达到设计的坡度要求,两个调节螺栓5上分别设置有紧固螺母10,用于紧固调节螺栓5,拧紧紧固螺母10,可有效防止施工过程中铺装振捣装置松动。Preferably, the above-mentioned adjustment assembly includes two
优选地,上述牵引组件包括吊环7,所述吊环7内穿套有绳索8,在施工中通过人工牵引绳索8,达到移动铺装振捣装置的作用,所述吊环7安装在所述振捣主梁1两侧。Preferably, the above-mentioned traction assembly includes a
优选地,上述附着式振捣器6布置间距为6-8m。Preferably, the above-mentioned attached
优选地,上述振捣主梁1采用钢管制作,钢管直径为6-15cm。Preferably, the above-mentioned vibrating
采用上述铺装振捣装置,在施工前,可以根据施工路面或桥面双向横坡的大小,设计铺装振捣装置的大小,根据路面实际宽度确定振捣主梁1的长度,在施工时,将装置放置在水平地面上,调整调节螺栓,使振捣主梁向上、向下变形,达到设计坡度要求,拧紧调节螺栓上的紧固螺母,可有效防止施工过程中调节螺栓的松动,施工时,启动附着式振捣器6,人工向前、后牵引绳索8,达到移动混凝土铺装振捣装置及坡度调整的目的,本装置制作简单、操作方便、实用性强,保证混凝土振捣的同时,还能够保证双向横坡的坡度,提高了作业效率,降低了施工成本。Using the above-mentioned paving vibrating device, before construction, the size of the paving vibrating device can be designed according to the size of the two-way cross slope of the construction road or bridge deck, and the length of the main vibrating
以上内容是结合优选技术方案对本实用新型所做的进一步详细说明,不能认定实用新型的具体实施仅限于这些说明。对本实用新型所属技术领域的普通技术人员来说,在不脱离本实用新型的构思的前提下,还可以做出简单的推演及替换,都应当视为本实用新型的保护范围。The above content is a further detailed description of the present utility model in combination with the preferred technical solutions, and it cannot be considered that the specific implementation of the utility model is limited to these descriptions. For those of ordinary skill in the technical field of the present invention, simple deductions and replacements can be made without departing from the concept of the present invention, which should be regarded as the protection scope of the present invention.
Claims (8)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921878192.0U CN211285166U (en) | 2019-11-04 | 2019-11-04 | Bidirectional cross slope concrete pavement vibrating device |
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| CN201921878192.0U CN211285166U (en) | 2019-11-04 | 2019-11-04 | Bidirectional cross slope concrete pavement vibrating device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647382A (en) * | 2021-01-18 | 2021-04-13 | 中铁八局集团有限公司 | Inverted V-shaped farm unit terrace and construction method thereof |
| CN114481743A (en) * | 2022-01-20 | 2022-05-13 | 四川将智建筑工程有限责任公司 | Municipal damping road and construction method thereof |
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2019
- 2019-11-04 CN CN201921878192.0U patent/CN211285166U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647382A (en) * | 2021-01-18 | 2021-04-13 | 中铁八局集团有限公司 | Inverted V-shaped farm unit terrace and construction method thereof |
| CN112647382B (en) * | 2021-01-18 | 2022-08-02 | 中铁八局集团有限公司 | Inverted V-shaped farm unit terrace and construction method thereof |
| CN114481743A (en) * | 2022-01-20 | 2022-05-13 | 四川将智建筑工程有限责任公司 | Municipal damping road and construction method thereof |
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Granted publication date: 20200818 |
