CN116145636A - Multi-terrain foundation tamping device for civil engineering - Google Patents
Multi-terrain foundation tamping device for civil engineering Download PDFInfo
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- 230000007246 mechanism Effects 0.000 claims abstract description 51
- 230000033001 locomotion Effects 0.000 claims abstract description 19
- 238000013016 damping Methods 0.000 claims description 45
- 238000005056 compaction Methods 0.000 claims description 21
- 230000035939 shock Effects 0.000 claims description 20
- 230000005540 biological transmission Effects 0.000 claims description 5
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- 238000010276 construction Methods 0.000 abstract description 21
- 238000000034 method Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
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- 239000011435 rock Substances 0.000 description 3
- 239000006096 absorbing agent Substances 0.000 description 2
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
- E02D3/068—Vibrating apparatus operating with systems involving reciprocating masses
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
- F16F15/06—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
- F16F15/067—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs
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Abstract
本发明涉及地基夯实设备技术领域,具体是涉及一种土木工程用多地形地基夯实装置,包括夯实机本体、引导架、横移驱动机构;引导架包括两个轨道架,两个轨道架设置在夯实机本体的两侧;横移驱动机构具有两个,两个横移驱动机构分别安装在两个轨道架上,横移驱动机构的一端与轨道架连接,横移驱动机构的另一端与夯实机本体固定连接,横移驱动机构用于驱动夯实机本体在引导架上做往复直线运动。引导架和横移驱动机构,横移驱动机构驱动夯实机本体在引导架上做往复直线运动,夯实机本体对引导架范围内的地面进行自动夯实,夯实机本体在夯实地面的过程中实现了自动夯实引导架范围内的地面,减少人工参与,降低了施工人员的劳动强度。
The present invention relates to the technical field of ground compacting equipment, in particular to a multi-terrain ground compacting device for civil engineering, comprising a compacting machine body, a guide frame, and a traversing drive mechanism; the guide frame includes two rail frames, and the two rail frames are arranged on Both sides of the body of the tamping machine; there are two traversing drive mechanisms, and the two traversing drive mechanisms are installed on two rail frames respectively, one end of the traversing drive mechanism is connected to the rail frame, and the other end of the traversing drive mechanism is connected to the The machine body is fixedly connected, and the traverse drive mechanism is used to drive the tamping machine body to do reciprocating linear motion on the guide frame. The guide frame and the traverse drive mechanism, the traverse drive mechanism drives the body of the tamping machine to perform reciprocating linear motion on the guide frame, the body of the tamping machine automatically tamps the ground within the range of the guide frame, and the body of the tamping machine realizes The ground within the range of the guide frame is automatically tamped, reducing manual participation and reducing the labor intensity of construction personnel.
Description
技术领域technical field
本发明涉及地基夯实设备技术领域,具体是涉及一种土木工程用多地形地基夯实装置。The invention relates to the technical field of foundation compaction equipment, in particular to a multi-terrain foundation compaction device for civil engineering.
背景技术Background technique
随着科学技术的不断进步与工程实践的发展,人们对于土木工程的施工过程中的工程质量、安全进度和成本始终保持关注,而地基施工是工程的第一步。地基施工过程中,需要对地基进行夯土操作。在国内通常将土石混合料应用于路基、堤坝等工程建设,需要将这些土石混合物夯实。With the continuous advancement of science and technology and the development of engineering practice, people always pay attention to the quality, safety progress and cost of civil engineering construction, and foundation construction is the first step of the project. During the foundation construction process, the foundation needs to be rammed. In China, earth-rock mixtures are usually used in roadbeds, embankments and other engineering constructions, and these earth-rock mixtures need to be compacted.
目前夯土的大致方法是用打垒分成夯实土层的这一种需要众多劳动力的高强度体力劳动,在现代化的地基夯实过程中,一般采用一种地基夯实装置对地基进行夯土操作,来代替劳动者人工夯实操作。At present, the general method of ramming earth is to use the high-intensity physical labor that requires a lot of labor to divide the rammed soil layer into a base. In the modern foundation ramming process, a foundation ramming device is generally used to ram the foundation. Instead of manual tamping operation of laborers.
目前,市场上现有的地基夯实装置大都是利用冲击和冲击振动作用分成夯实回填土石混合料的压实机械,而且一般都是手持式的夯实装置。在使用过程中,需要施工人员一致手扶着夯实装置工作,施工人员劳动强度大,尤其是在高温环境下,施工人员很难保持长时间的工作。At present, most of the existing foundation compaction devices on the market are compaction machines that use impact and impact vibration to divide and compact the backfill earth-rock mixture, and are generally hand-held compaction devices. During use, construction personnel are required to work with the tamping device unanimously, and the labor intensity of the construction personnel is high, especially in a high temperature environment, it is difficult for the construction personnel to maintain long-term work.
发明内容Contents of the invention
针对现技术所存在的问题,提供一种土木工程用多地形地基夯实装置,本申请通过设置夯实机本体、引导架和横移驱动机构,施工人员将引导件移动至需要夯实的地面,横移驱动机构驱动夯实机本体在引导架上做往复直线运动,实现夯实机本体自动夯实地面,降低了施工人员的劳动强度。。Aiming at the problems existing in the existing technology, a multi-terrain foundation tamping device for civil engineering is provided. In this application, by setting the tamping machine body, guide frame and traversing drive mechanism, the construction personnel will move the guide to the ground to be tamped, and move traversingly. The driving mechanism drives the body of the tamping machine to perform reciprocating linear motion on the guide frame, so that the body of the tamping machine can automatically tamp the ground, reducing the labor intensity of construction personnel. .
为解决现有技术问题,本发明采用的技术方案为:In order to solve the problems of the prior art, the technical solution adopted in the present invention is:
一种土木工程用多地形地基夯实装置,包括夯实机本体、引导架、横移驱动机构;A multi-terrain foundation tamping device for civil engineering, comprising a tamping machine body, a guide frame, and a traversing drive mechanism;
引导架包括两个轨道架,两个轨道架设置在夯实机本体的两侧;The guide frame includes two rail frames, and the two rail frames are arranged on both sides of the compactor body;
横移驱动机构具有两个,两个横移驱动机构分别安装在两个轨道架上,横移驱动机构的一端与轨道架连接,横移驱动机构的另一端与夯实机本体固定连接,横移驱动机构用于驱动夯实机本体在引导架上做往复直线运动。There are two traversing drive mechanisms, and the two traversing drive mechanisms are respectively installed on two rail frames. One end of the traversing drive mechanism is connected to the rail frame, and the other end of the traversing drive mechanism is fixedly connected to the compactor body. The driving mechanism is used to drive the body of the tamping machine to do reciprocating linear motion on the guide frame.
优选的,所述横移驱动机构包括直线电机、连接架、移动小车、连接块、连杆和第一连接臂,所述轨道架上开设有第二滑槽;Preferably, the traversing drive mechanism includes a linear motor, a connecting frame, a moving trolley, a connecting block, a connecting rod and a first connecting arm, and a second chute is opened on the track frame;
直线电机设置在轨道架的下方,直线电机通过连接架与轨道架固定连接;The linear motor is arranged under the track frame, and the linear motor is fixedly connected to the track frame through the connecting frame;
移动小车设置在第二滑槽内;The mobile trolley is set in the second chute;
连接块的上端穿过轨道架与移动小车的下端固定连接,连接块的下端与直线电机固定连接;The upper end of the connecting block is fixedly connected to the lower end of the mobile trolley through the track frame, and the lower end of the connecting block is fixedly connected to the linear motor;
连杆具有四个,四个连杆竖直设置,四个连杆的下端阵列在移动小车的中部,且与移动小车固定连接;There are four connecting rods, the four connecting rods are vertically arranged, and the lower ends of the four connecting rods are arrayed in the middle of the mobile trolley, and are fixedly connected with the mobile trolley;
第一连接臂的一端与夯实机本体固定连接,四个连杆的上端均穿过第一连接臂的一端,且连杆与第一连接臂滑动连接。One end of the first connecting arm is fixedly connected with the compactor body, the upper ends of the four connecting rods pass through one end of the first connecting arm, and the connecting rods are slidably connected with the first connecting arm.
优选的,所述横移驱动机构还包括第二减震结构,第二减震结构包括第一液压缸和第二减震弹簧;Preferably, the traverse drive mechanism further includes a second shock absorbing structure, the second shock absorbing structure includes a first hydraulic cylinder and a second shock absorbing spring;
第一液压缸的上端与第一连接臂铰接,第一液压缸的下端与移动小车的中部铰接;The upper end of the first hydraulic cylinder is hinged with the first connecting arm, and the lower end of the first hydraulic cylinder is hinged with the middle part of the moving trolley;
第二减震弹簧套设在第二液压缸上,第二减震弹簧的上端与第二液压缸的上端固定连接,第二减震弹簧的下端与第一液压缸的下端固定连接。The second damping spring is sleeved on the second hydraulic cylinder, the upper end of the second damping spring is fixedly connected with the upper end of the second hydraulic cylinder, and the lower end of the second damping spring is fixedly connected with the lower end of the first hydraulic cylinder.
优选的,所述引导架还包括液压支腿;Preferably, the guide frame further includes hydraulic legs;
液压支腿具有四个,四个液压支腿分别设置在引导架的四个角上。There are four hydraulic support legs, and the four hydraulic support legs are respectively arranged on the four corners of the guide frame.
优选的,所述液压支腿的下端开设有定位孔。Preferably, the lower end of the hydraulic support leg is provided with a positioning hole.
优选的,所述引导架的前后两端均设置有移动把手。Preferably, the front and rear ends of the guide frame are provided with moving handles.
优选的,所述土木工程用多地形地基夯实装置还包括辅助支撑结构;Preferably, the multi-terrain foundation compaction device for civil engineering also includes an auxiliary support structure;
辅助支撑结构具有两个,辅助支撑结构具有两个,两个辅助支撑结构设置在夯实机本体的两侧,且与两个横移驱动机构相互配合,辅助支撑结构包括第一支撑臂和第二支撑臂;There are two auxiliary support structures, and there are two auxiliary support structures. The two auxiliary support structures are arranged on both sides of the tamping machine body and cooperate with the two lateral movement drive mechanisms. The auxiliary support structures include a first support arm and a second support arm. support arm;
第一支撑臂设置在横移驱动机构的一侧,第一支撑臂的一端与轨道架连接,第一支撑臂的另一端与夯实机本体连接;The first support arm is arranged on one side of the traversing drive mechanism, one end of the first support arm is connected to the track frame, and the other end of the first support arm is connected to the compactor body;
第二支撑臂设置在横移驱动机构的另一侧,第二支撑臂的一端与轨道架连接,第二支撑臂的另一端与夯实机本体连接。The second support arm is arranged on the other side of the traversing drive mechanism, one end of the second support arm is connected to the rail frame, and the other end of the second support arm is connected to the compactor body.
优选的,所述第一支撑臂包括第二滑块、第二液压缸、第三减震弹簧、第二连接臂和第二滑块,所述第二支撑臂包括第三液压缸、第四减震弹簧、第三连接臂和第三滑块;Preferably, the first support arm includes a second slider, a second hydraulic cylinder, a third damping spring, a second connecting arm and a second slider, and the second support arm includes a third hydraulic cylinder, a fourth Shock absorbing spring, third connecting arm and third sliding block;
第二连接臂的一端与夯实机本体固定连接;One end of the second connecting arm is fixedly connected with the compactor body;
第二滑块设置在第二滑槽内;The second slide block is arranged in the second chute;
第二液压缸的一端与第二连接臂的另一端铰接,第二液压缸的另一端与第二滑块的上端铰接;One end of the second hydraulic cylinder is hinged to the other end of the second connecting arm, and the other end of the second hydraulic cylinder is hinged to the upper end of the second slider;
第三减震弹簧套设在第二液压缸上,第三减震弹簧的两端分别与第二液压缸的两端连接;The third damping spring is sleeved on the second hydraulic cylinder, and the two ends of the third damping spring are respectively connected with the two ends of the second hydraulic cylinder;
第三连接臂的一端与夯实机本体固定连接;One end of the third connecting arm is fixedly connected with the compactor body;
第三滑块设置在第二滑槽内;The third slider is arranged in the second chute;
第三液压缸的一端与第三连接臂的另一端铰接,第三液压缸的另一端与第三滑块的上端铰接;One end of the third hydraulic cylinder is hinged to the other end of the third connecting arm, and the other end of the third hydraulic cylinder is hinged to the upper end of the third slider;
第四减震弹簧套设在第三液压缸上,第四减震弹簧的两端分别与第三液压缸的两端连接。The fourth damping spring is sheathed on the third hydraulic cylinder, and the two ends of the fourth damping spring are respectively connected with the two ends of the third hydraulic cylinder.
优选的,所述夯实机本体包括固定柱、第一滑块、第一电机、皮带、从动轮和第一滑槽;Preferably, the tamper body includes a fixed column, a first slider, a first motor, a belt, a driven wheel and a first chute;
固定柱竖直设置,且贯穿夯实机本体;The fixed column is set vertically and runs through the compactor body;
第一滑块具有两个,两个第一滑块对称设置在固定柱的上部的表面;There are two first sliders, and the two first sliders are symmetrically arranged on the upper surface of the fixed column;
第一电机安装在夯实机本体的外部;The first motor is installed on the outside of the compactor body;
从动轮安装在固定柱上,且从动轮上的第一滑槽与第一滑块相互配合;The driven wheel is installed on the fixed column, and the first chute on the driven wheel cooperates with the first sliding block;
皮带的一端与第一电机的输出端传动连接,皮带的另一端与从动轮传动连接。One end of the belt is in drive connection with the output end of the first motor, and the other end of the belt is in drive connection with the driven wheel.
优选的,所述夯实机本体还包括第一减震结构,第一减震结构设置在夯实机本体的外部,第一减震机结构包括上连接板、第一减震弹簧和下连接板;Preferably, the compactor body also includes a first shock absorbing structure, the first shock absorbing structure is arranged outside the compactor body, and the first shock absorber structure includes an upper connecting plate, a first shock absorbing spring and a lower connecting plate;
上连接板套设在固定柱上,且与固定柱的上端连接;The upper connecting plate is sleeved on the fixed column and connected with the upper end of the fixed column;
下连接板套设在固定柱上,且与夯实机本体的上端连接;The lower connecting plate is sleeved on the fixed column and connected with the upper end of the compactor body;
第一减震弹簧套设在固定柱上,第一减震弹簧的上端与上连接板连接,第一减震弹簧的下端与下连接板连接。The first damping spring is sheathed on the fixing column, the upper end of the first damping spring is connected with the upper connecting plate, and the lower end of the first damping spring is connected with the lower connecting plate.
本申请相比较于现有技术的有益效果是:The beneficial effects of the present application compared with the prior art are:
引导架和横移驱动机构,两个横移驱动机构同时工作,驱动夯实机本体在引导架上做往复直线运动,夯实机本体对引导架范围内的地面进行自动夯实,引导架范围内的地面夯实完毕后,工作人员再将引导架移动至下一处需要夯实的地面,夯实机本体再次自动夯实引导架范围内的地面,夯实机本体在夯实地面的过程中实现了自动夯实引导架范围内的地面,减少人工参与,降低了施工人员的劳动强度。The guide frame and the traversing drive mechanism, the two traversing drive mechanisms work at the same time, driving the body of the tamping machine to do reciprocating linear motion on the guide frame, the body of the tamping machine automatically tamps the ground within the range of the guide frame, and the ground within the range of the guide frame After the tamping is completed, the staff will move the guide frame to the next ground that needs to be tamped, and the body of the tamping machine will automatically tamp the ground within the range of the guide frame again. The ground, reduce manual participation, and reduce the labor intensity of construction personnel.
直线电机、连接架、移动小车、连接块、连杆和第一连接臂,直线电机往复直线运动,通过连接块带动移动小车做往复直线运动,移动小车的移动带动连杆移动,从而带动第一连接臂移动,进而实现驱动夯实机主体在引导架上做往复直线运动。The linear motor, the connecting frame, the moving trolley, the connecting block, the connecting rod and the first connecting arm, the linear motor moves reciprocatingly and linearly, drives the moving trolley to do reciprocating linear motion through the connecting block, and the movement of the moving trolley drives the connecting rod to move, thereby driving the first The connecting arm moves, and then the main body of the tamping machine is driven to make a reciprocating linear motion on the guide frame.
第二减震结构,夯实机本体在工作时,自身会产生震动,震动会沿着第一连接臂传递到移动小车,从而导致引导架震动,通过在第一连接臂与移动小车之间安装上第二减震结构,减震结构会吸收掉部分震动,进而使得引导架的震动降低。The second shock-absorbing structure, when the body of the tamping machine is working, it will vibrate itself, and the vibration will be transmitted to the moving trolley along the first connecting arm, thus causing the guide frame to vibrate. The second shock-absorbing structure, the shock-absorbing structure can absorb part of the vibration, thereby reducing the vibration of the guide frame.
附图说明Description of drawings
图1是本申请的一种土木工程用多地形地基夯实装置的主视图;Fig. 1 is a front view of a multi-terrain ground compaction device for civil engineering of the present application;
图2是本申请的一种土木工程用多地形地基夯实装置的左视图;Fig. 2 is a left view of a multi-terrain ground compaction device for civil engineering of the present application;
图3是本申请的一种土木工程用多地形地基夯实装置的俯视图;Fig. 3 is a top view of a multi-terrain ground compaction device for civil engineering of the present application;
图4是本申请的一种土木工程用多地形地基夯实装置的立体图;Fig. 4 is a perspective view of a multi-terrain ground compaction device for civil engineering of the present application;
图5是本申请的夯实机本体的立体图;Fig. 5 is a perspective view of the tamping machine body of the present application;
图6是本申请的夯实机本体的主视图;Fig. 6 is the front view of the tamping machine body of the present application;
图7是图6的A-A处剖视图;Fig. 7 is a sectional view at A-A place of Fig. 6;
图8是本申请的从动轴和固定柱的立体图;Fig. 8 is a perspective view of the driven shaft and the fixed column of the present application;
图9是本申请的引导架的立体图;Fig. 9 is a perspective view of the guide frame of the present application;
图10是图9的B处局部视图;Fig. 10 is a partial view at B of Fig. 9;
图11是本申请的横移驱动机构和轨道架的立体图;Fig. 11 is a perspective view of the traversing drive mechanism and the track frame of the present application;
图12是本申请的横移驱动机构和轨道架的主视图;Fig. 12 is a front view of the traversing drive mechanism and the track frame of the present application;
图13是图12的C-C处剖视图;Fig. 13 is a sectional view at the C-C place of Fig. 12;
图14是本申请的辅助支撑结构的主视图;Fig. 14 is the front view of the auxiliary supporting structure of the present application;
图15是图14的D-D处剖视图;Fig. 15 is a sectional view at D-D of Fig. 14;
图16是本申请的第一支撑臂的立体图;Figure 16 is a perspective view of the first support arm of the present application;
图17时本申请的第二支撑臂的立体图。FIG. 17 is a perspective view of the second support arm of the present application.
图中标号为:The labels in the figure are:
1-夯实机本体;1a-固定柱;1a1-第一滑块;1b-第一电机;1c-从动轮;1c1-第一滑槽;1d-皮带;1e-第一减震结构;1e1-上连接板;1e2-下连接板;1e3-第一减震弹簧;1-Tamping machine body; 1a-fixed column; 1a1-first slider; 1b-first motor; 1c-driven wheel; 1c1-first chute; 1d-belt; 1e-first shock absorbing structure; 1e1- Upper connection plate; 1e2-lower connection plate; 1e3-first shock absorbing spring;
2-引导架;2a-轨道架;2a1-第二滑槽;2b-液压支腿;2b1-定位孔;2c-移动把手;2-guide frame; 2a-track frame; 2a1-second chute; 2b-hydraulic outrigger; 2b1-positioning hole; 2c-moving handle;
3-横移驱动机构;3a-直线电机;3b-连接架3c-移动小车;3d-连接块;3e-第一连接臂;3f-连杆;3g-第二减震结构3g1-第一液压缸;3g2-第二减震弹簧;3-transverse driving mechanism; 3a-linear motor; 3b-connecting
4-辅助支撑结构;4a-第一支撑臂;4a1-第二连接臂;4a2-第二滑块;4a3-第二液压缸;4a4-第三减震弹簧;4b-第二支撑臂;4b1-第三连接臂;4b2-第三滑块;4b3-第三液压缸;4b4-第四减震弹簧。4-auxiliary support structure; 4a-first support arm; 4a1-second connecting arm; 4a2-second slider; 4a3-second hydraulic cylinder; 4a4-third damping spring; 4b-second support arm; 4b1 - the third connecting arm; 4b2 - the third slider; 4b3 - the third hydraulic cylinder; 4b4 - the fourth damping spring.
具体实施方式Detailed ways
为能进一步了解本发明的特征、技术手段以及所达到的具体目的、功能,下面结合附图与具体实施方式对本发明作进一步详细描述。In order to further understand the features, technical means, and specific objectives and functions achieved by the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
参见图1至图17所示,一种土木工程用多地形地基夯实装置,其特征在于,包括夯实机本体1、引导架2和横移驱动机构3;Referring to Fig. 1 to Fig. 17, a multi-terrain foundation tamping device for civil engineering is characterized in that it includes a tamping
引导架2包括两个轨道架2a,两个轨道架2a设置在夯实机本体1的两侧;The
横移驱动机构3具有两个,两个横移驱动机构3分别安装在两个轨道架2a上,横移驱动机构3的一端与轨道架2a连接,横移驱动机构3的另一端与夯实机本体1固定连接,横移驱动机构3用于驱动夯实机本体1在引导架2上做往复直线运动。There are two traversing
通过设置引导架2和横移驱动机构3,整个设备外接电源,工作人员在施工时,将引导架2移动到需要夯实的地面上,夯实机本体1开始夯实地面,两个横移驱动机构3同时工作,驱动夯实机本体1在引导架2上做往复直线运动,夯实机本体1对引导架2范围内的地面进行自动夯实,引导架2范围内的地面夯实完毕后,工作人员再将引导架2移动至下一处需要夯实的地面,夯实机本体1再次自动夯实引导架2范围内的地面,夯实机本体1在夯实地面的过程中实现了自动夯实引导架2范围内的地面,减少人工参与,降低了施工人员的劳动强度。By setting the
参见图11至图13所示,横移驱动机构3包括直线电机3a、连接架3b、移动小车3c、连接块3d、连杆3f和第一连接臂3e,所述轨道架2a上开设有第二滑槽2a1;Referring to Fig. 11 to Fig. 13, the traversing
直线电机3a设置在轨道架2a的下方,直线电机3a通过连接架3b与轨道架2a固定连接;The linear motor 3a is arranged under the
移动小车3c设置在第二滑槽2a1内;The
连接块3d的上端穿过轨道架2a与移动小车3c的下端固定连接,连接块3d的下端与直线电机3a固定连接;The upper end of the connecting
连杆3f具有四个,四个连杆3f竖直设置,四个连杆3f的下端阵列在移动小车3c的中部,且与移动小车3c固定连接;There are four connecting
第一连接臂3e的一端与夯实机本体1固定连接,四个连杆3f的上端均穿过第一连接臂3e的一端,且连杆3f与第一连接臂3e滑动连接。One end of the first connecting
通过设置直线电机3a、连接架3b、移动小车3c、连接块3d、连杆3f和第一连接臂3e,直线电机3a往复直线运动,通过连接块3d带动移动小车3c做往复直线运动,移动小车3c的移动带动连杆3f移动,从而带动第一连接臂3e移动,进而实现驱动夯实机主体在引导架2上做往复直线运动。By setting the linear motor 3a, the connecting
参见图11和图13所示,横移驱动机构3还包括第二减震结构3g,第二减震结构3g包括第一液压缸3g1和第二减震弹簧3g2;Referring to Fig. 11 and Fig. 13, the traversing
第一液压缸3g1的上端与第一连接臂3e铰接,第一液压缸3g1的下端与移动小车3c的中部铰接;The upper end of the first hydraulic cylinder 3g1 is hinged with the first connecting
第二减震弹簧3g2套设在第二液压缸4a3上,第二减震弹簧3g2的上端与第二液压缸4a3的上端固定连接,第二减震弹簧3g2的下端与第一液压缸3g1的下端固定连接。The second damping spring 3g2 is sleeved on the second hydraulic cylinder 4a3, the upper end of the second damping spring 3g2 is fixedly connected with the upper end of the second hydraulic cylinder 4a3, and the lower end of the second damping spring 3g2 is connected with the upper end of the first hydraulic cylinder 3g1. The lower end is fixedly connected.
通过设置第二减震结构3g,夯实机本体1在工作时,自身会产生震动,震动会沿着第一连接臂3e传递到移动小车3c,从而导致引导架2震动,通过在第一连接臂3e与移动小车3c之间安装上第二减震结构3g,减震结构会吸收掉部分震动,进而使得引导架2的震动降低。By setting the second shock-absorbing
参见图9所示,引导架2还包括液压支腿2b;Referring to Fig. 9, the
液压支腿2b具有四个,四个液压支腿2b分别设置在引导架2的四个角上。There are four
通过设置液压支腿2b,在水平地面施工时,夯实机本体1在夯实完成引导架2范围内的地面后,施工人员将引导架2移动至为夯实的地面,此时引导架2的一端两个液压支脚处在未夯实的地面上,此处地面较高,引导架2的另一端两个液压支脚处在已经夯实过的地面上,此处地面较低,此时引导架2处于倾斜状态,影响夯实机本体1的工作状态,通过液压支腿2b能实现引导架2处于水平状态,保证夯实机本体1的工作状态。By setting the
参见图10所示,液压支腿2b的下端开设有定位孔2b1。Referring to Fig. 10, the lower end of the
通过设置定位孔2b1,在施工时,施工人员将引导架2移动到需要夯实的地面处,往定位孔2b1内插入定位销,固定柱1a引导架2的位置,阻止了夯实机本体1在工作过程中产生的震动带动引导架2移动。By setting the positioning hole 2b1, during construction, the construction personnel will move the
参见图9所示,引导架2的前后两端均设置有移动把手2c。Referring to Fig. 9, the front and rear ends of the
通过设置移动把手2c,施工人员在移动引导架2时,可握持移动把手2c进行移动引导架2,方便了施工人员施工。By providing the moving
参见图14至图15所示,所述土木工程用多地形地基夯实装置还包括辅助支撑结构4;Referring to Figures 14 to 15, the multi-terrain foundation compaction device for civil engineering also includes an
辅助支撑结构4具有两个,两个辅助支撑结构4设置在夯实机本体1的两侧,且与两个横移驱动机构3相互配合,辅助支撑结构4包括第一支撑臂4a和第二支撑臂4b;There are two
第一支撑臂4a设置在横移驱动机构3的一侧,第一支撑臂4a的一端与轨道架2a连接,第一支撑臂4a的另一端与夯实机本体1连接;The
第二支撑臂4b设置在横移驱动机构3的另一侧,第二支撑臂4b的一端与轨道架2a连接,第二支撑臂4b的另一端与夯实机本体1连接。The
通过设置第一支撑臂4a和第二支撑臂4b,在夯实倾斜坡面时,施工人员将引导架2移动至坡面上,而夯实机本体1夯实坡面时,工作端需要垂直坡面,第一支撑臂4a与第二支撑臂4b相互配合,既能保持横移驱动机构3压紧在引导架2上,又能保持夯实机本体1的工作端垂直于地面,实现了夯实机本体1能够在倾斜坡面工作并夯实坡面。By setting the
参见图16和图17所示,第一支撑臂4a包括第二滑块4a2、第二液压缸4a3、第三减震弹簧4a4、第二连接臂4a1和第二滑块4a2,所述第二支撑臂4b包括第三液压缸4b3、第四减震弹簧4b4、第三连接臂4b1和第三滑块4b2;16 and 17, the
第二连接臂4a1的一端与夯实机本体1固定连接;One end of the second connecting arm 4a1 is fixedly connected with the
第二滑块4a2设置在第二滑槽2a1内;The second slider 4a2 is arranged in the second slide groove 2a1;
第二液压缸4a3的一端与第二连接臂4a1的另一端铰接,第二液压缸4a3的另一端与第二滑块4a2的上端铰接;One end of the second hydraulic cylinder 4a3 is hinged to the other end of the second connecting arm 4a1, and the other end of the second hydraulic cylinder 4a3 is hinged to the upper end of the second slider 4a2;
第三减震弹簧4a4套设在第二液压缸4a3上,第三减震弹簧4a4的两端分别与第二液压缸4a3的两端连接;The third damping spring 4a4 is sleeved on the second hydraulic cylinder 4a3, and the two ends of the third damping spring 4a4 are respectively connected with the two ends of the second hydraulic cylinder 4a3;
第三连接臂4b1的一端与夯实机本体1固定连接;One end of the third connecting arm 4b1 is fixedly connected with the
第三滑块4b2设置在第二滑槽2a1内;The third sliding block 4b2 is arranged in the second slide groove 2a1;
第三液压缸4b3的一端与第三连接臂4b1的另一端铰接,第三液压缸4b3的另一端与第三滑块4b2的上端铰接;One end of the third hydraulic cylinder 4b3 is hinged to the other end of the third connecting arm 4b1, and the other end of the third hydraulic cylinder 4b3 is hinged to the upper end of the third slider 4b2;
第四减震弹簧4b4套设在第三液压缸4b3上,第四减震弹簧4b4的两端分别与第三液压缸4b3的两端连接。The fourth damping spring 4b4 is sheathed on the third hydraulic cylinder 4b3, and the two ends of the fourth damping spring 4b4 are respectively connected with the two ends of the third hydraulic cylinder 4b3.
通过设置第二滑块4a2、第二液压缸4a3、第三减震弹簧4a4、第二连接臂4a1、第二滑块4a2、第三液压缸4b3、第四减震弹簧4b4、第三连接臂4b1和第三滑块4b2,当引导架2处倾斜的坡面时,第二液压杆和第三减震弹簧4a4在较高的一端拉住夯实机本体1,第三液压缸4b3和第四减震弹簧4b4在较低的一端顶住夯实机本体1,第二滑块4a2和第三滑块4b2卡在第二滑槽2a1内,保持夯实机本体1紧贴在引导架2上。By setting the second slider 4a2, the second hydraulic cylinder 4a3, the third damping spring 4a4, the second connecting arm 4a1, the second sliding block 4a2, the third hydraulic cylinder 4b3, the fourth damping spring 4b4, the third connecting arm 4b1 and the third slider 4b2, when the inclined slope at the
参见图5至图8所示,夯实机本体1包括固定柱1a、第一滑块1a1、第一电机1b、皮带1d、从动轮1c和第一滑槽1c1;Referring to Fig. 5 to Fig. 8, the
固定柱1a竖直设置,且贯穿夯实机本体1;The fixed
第一滑块1a1具有两个,两个第一滑块1a1对称设置在固定柱1a的上部的表面;There are two first sliders 1a1, and the two first sliders 1a1 are symmetrically arranged on the upper surface of the fixed
第一电机1b安装在夯实机本体1的外部;The
从动轮1c安装在固定柱1a上,且从动轮1c上的第一滑槽1c1与第一滑块1a1相互配合;The driven
皮带1d的一端与第一电机1b的输出端传动连接,皮带1d的另一端与从动轮1c传动连接。One end of the
通过设置固定柱1a、第一滑块1a1、第一电机1b、皮带1d、从动轮1c和第一滑槽1c1,固定柱1a压在地面上,第一电机1b工作带动皮带1d轮转动,从而带动从动轮1c转动,从动轮1c上的第一滑槽1c1带动第一滑块1a1转动,进而带动固定柱1a转动,将固定柱1a压住的地面旋转压平,然后固定柱1a向下运动,第一滑块1a1沿着第一滑槽1c1向下移动,实现了固定柱1a在向下移动的过程中,不会影响到第一电机1b和从动轮1c等。By setting the fixed
参见图5至图8所示,夯实机本体1还包括第一减震结构1e,第一减震结构1e设置在夯实机本体1的外部,第一减震结构1e包括上连接板1e1、第一减震弹簧1e3和下连接板1e2;5 to 8, the
上连接板1e1套设在固定柱1a上,且与固定柱1a的上端连接;The upper connecting plate 1e1 is sleeved on the fixed
下连接板1e2套设在固定柱1a上,且与夯实机本体1的上端连接;The lower connecting plate 1e2 is sleeved on the fixed
第一减震弹簧1e3套设在固定柱1a上,第一减震弹簧1e3的上端与上连接板1e1连接,第一减震弹簧1e3的下端与下连接板1e2连接。The first damping spring 1e3 is sheathed on the fixed
通过设置第一减震结构1e,由于固定柱1a在向下工作时,固定柱1a的上端会向下移动,固定柱1a的震动便会传递给夯实机本体1,通过第一减震结构1e吸收部分震动,降低震动传递的效率。By setting the first shock-absorbing structure 1e, since the upper end of the fixed
以上实施例仅表达了本发明的一种或几种实施方式,其描述较为具体和详细,但并不能因此而理解为对本发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。The above examples only represent one or several implementations of the present invention, and the descriptions thereof are more specific and detailed, but should not be construed as limiting the patent scope of the present invention. It should be noted that, for those skilled in the art, several modifications and improvements can be made without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the protection scope of the patent for the present invention should be based on the appended claims.
Claims (10)
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| CN202211383228.4A CN116145636A (en) | 2022-11-02 | 2022-11-02 | Multi-terrain foundation tamping device for civil engineering |
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| CN202211383228.4A CN116145636A (en) | 2022-11-02 | 2022-11-02 | Multi-terrain foundation tamping device for civil engineering |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116876461A (en) * | 2023-08-14 | 2023-10-13 | 山东鼎信岩土科技有限公司 | Foundation micro-vibration ramming construction method |
| CN118704436A (en) * | 2024-08-06 | 2024-09-27 | 中国十七冶集团有限公司 | A compaction device and compaction method for anti-cracking of fill foundation factory floor |
-
2022
- 2022-11-02 CN CN202211383228.4A patent/CN116145636A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116876461A (en) * | 2023-08-14 | 2023-10-13 | 山东鼎信岩土科技有限公司 | Foundation micro-vibration ramming construction method |
| CN116876461B (en) * | 2023-08-14 | 2023-12-15 | 山东鼎信岩土科技有限公司 | Foundation micro-vibration ramming construction method |
| CN118704436A (en) * | 2024-08-06 | 2024-09-27 | 中国十七冶集团有限公司 | A compaction device and compaction method for anti-cracking of fill foundation factory floor |
| CN118704436B (en) * | 2024-08-06 | 2025-11-25 | 中国十七冶集团有限公司 | A compaction device and compaction method for crack-resistant factory floor slabs in filled soil foundations |
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