CN116180705A - A rammer and foundation dynamic compaction construction technology using the rammer - Google Patents
A rammer and foundation dynamic compaction construction technology using the rammer Download PDFInfo
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- CN116180705A CN116180705A CN202310257601.XA CN202310257601A CN116180705A CN 116180705 A CN116180705 A CN 116180705A CN 202310257601 A CN202310257601 A CN 202310257601A CN 116180705 A CN116180705 A CN 116180705A
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
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Abstract
Description
技术领域technical field
本申请涉及强夯设备的领域,尤其是涉及一种夯锤及应用该夯锤的地基强夯施工工艺。The present application relates to the field of dynamic compaction equipment, in particular to a rammer and a foundation dynamic compaction construction process using the rammer.
背景技术Background technique
目前市场上使用的夯锤主要分有三种:铸造夯锤、灌装夯锤和片式组合夯锤。片式组合夯锤是将多个锤盘叠放,并用一根螺栓将所有锤盘连接固定,即螺栓从夯锤顶部直接穿到底部,这种方式通过调节锤盘的数量从而调节夯锤的重量。Currently, there are three main types of rammers used in the market: casting rammers, filling rammers and chip combination rammers. The chip combination rammer stacks multiple hammer discs and connects all the hammer discs with a bolt, that is, the bolts pass directly from the top of the rammer to the bottom. In this way, the number of hammer discs can be adjusted to adjust the weight.
然而当需要调整夯锤的重量时,工作人员必须将每个螺栓全部卸除后再进行添加锤盘或拆卸锤盘的作业,工作效率较低。However, when the weight of the rammer needs to be adjusted, the staff must remove all the bolts before adding the hammer plate or removing the hammer plate, and the work efficiency is low.
发明内容Contents of the invention
为了提高调整夯锤重量的工作效率,本申请提供一种夯锤及应用该夯锤的地基强夯施工工艺。In order to improve the working efficiency of adjusting the weight of the rammer, the present application provides a rammer and a foundation dynamic compaction construction process using the rammer.
第一方面,本申请提供的一种夯锤采用如下的技术方案:In the first aspect, a rammer provided by the application adopts the following technical solution:
一种夯锤,包括底盘和顶盘,底盘上转动连接有锁紧杆组件,所述底盘靠近顶盘的一面放置有承接盘,所述锁紧杆组件贯穿承接盘和顶板,锁紧杆组件上可拆卸连接有抵紧顶板背离承接盘一面的固定件,承接盘背离底盘的一面叠放有多个锤盘,每个所述锤盘背离底盘的一面均开设有长条形的安装孔,锁紧杆组件上固定连接有多个锁定板件,一个锁定板件对应一个安装孔,且锁定板件置于安装孔内,安装孔的两个长条侧壁均开设有弧形槽,转动锁紧杆组件,每个锁定板件的两端均插入相应的一弧形槽内。A tamper, comprising a chassis and a top plate, a locking rod assembly is rotatably connected to the chassis, a receiving plate is placed on the side of the chassis close to the top plate, the locking rod assembly runs through the receiving plate and the top plate, and the locking rod assembly The top plate is detachably connected with a fixing piece against the side of the top plate away from the receiving plate, and a plurality of hammer plates are stacked on the side of the receiving plate away from the chassis. A plurality of locking plates are fixedly connected to the locking rod assembly, one locking plate corresponds to one mounting hole, and the locking plate is placed in the mounting hole, the two long side walls of the mounting hole are provided with arc-shaped grooves, and the rotating As for the locking rod assembly, both ends of each locking plate are inserted into a corresponding arc-shaped groove.
通过采用上述技术方案,转动锁紧杆组件,锁紧杆组件转动带动锁定板件转动,锁定板组件的每一端均逐渐向靠近或远离相应弧形槽的方向运动。当锁定板件与弧形槽插接时,每个锁定板组件均将相应的锤盘锁紧。当锁定板件脱离弧形槽并完全置于安装孔内时,此时拆卸固定件,使顶板脱离锁紧杆组件,随后远离锁紧杆组件的方向移动锤盘,锤盘可脱离锁紧杆组件,此时便于增加或减少锤盘的数量。锤盘的锁定和拆卸方式较为简便,提高了调整夯锤重量的工作效率。By adopting the above technical solution, the locking rod assembly is rotated, and the rotation of the locking rod assembly drives the rotation of the locking plate, and each end of the locking plate assembly gradually moves toward or away from the corresponding arc-shaped groove. When the locking plate is plugged into the arc groove, each locking plate assembly locks the corresponding hammer plate. When the locking plate breaks away from the arc-shaped groove and is completely placed in the mounting hole, remove the fixing part at this time to separate the top plate from the locking lever assembly, and then move the hammer plate away from the locking lever assembly, and the hammer plate can be separated from the locking lever Assembly, at this time it is convenient to increase or decrease the number of hammer discs. The way of locking and dismounting the hammer plate is relatively simple, which improves the work efficiency of adjusting the weight of the rammer.
优选的,所述承接盘上安装有带动承接盘发生与锁紧杆组件反向转动的传动组件。Preferably, a transmission assembly is installed on the receiving plate to drive the receiving plate to rotate in the opposite direction to the locking lever assembly.
通过采用上述技术方案,当锁紧杆组件转动带动锁定板件逐渐向靠近弧形槽内的方向运动时,传动组件带动承接盘发生与锁紧杆组件反向的转动,便于锁定板件能够更加顺利的插入弧形槽内。By adopting the above technical scheme, when the rotation of the locking rod assembly drives the locking plate to gradually move towards the direction of the arc-shaped groove, the transmission assembly drives the receiving plate to rotate in the opposite direction to the locking rod assembly, so that the locking plate can be more Insert it into the arc groove smoothly.
优选的,所述承接盘靠近底盘的一面开设有承接槽,所述传动组件包括设置在承接槽内的从动齿轮和主动齿轮,所述主动齿轮安装在锁紧杆组件上,所述主动齿轮与从动齿轮啮合,从动齿轮与所述底盘转动连接,所述承接槽的侧壁固定连接有环形件,环形件的内侧壁固定连接有若干凸齿,所述从动齿轮与凸齿啮合。Preferably, a receiving groove is provided on the side of the receiving plate close to the chassis, the transmission assembly includes a driven gear and a driving gear arranged in the receiving groove, the driving gear is installed on the locking rod assembly, and the driving gear Mesh with the driven gear, the driven gear is connected to the chassis in rotation, the side wall of the receiving groove is fixedly connected with a ring piece, and the inner side wall of the ring piece is fixedly connected with a number of protruding teeth, and the driven gear meshes with the protruding teeth .
通过采用上述技术方案,锁紧杆组件转动带动主动齿轮转动,主动齿轮转动带动从动齿轮反向转动,从动齿轮转动通过凸齿带动承接盘与从动齿轮同向转动。如此锁紧杆组件转动时,传动组件可自动带动承接盘转动,操作简单便捷。By adopting the above technical solution, the rotation of the locking rod assembly drives the driving gear to rotate, the rotation of the driving gear drives the driven gear to rotate in reverse, and the rotation of the driven gear drives the receiving plate and the driven gear to rotate in the same direction through the convex teeth. In this way, when the locking rod assembly rotates, the transmission assembly can automatically drive the receiving plate to rotate, and the operation is simple and convenient.
优选的,所述锁紧杆组件与底盘螺纹连接。Preferably, the locking rod assembly is screwed to the chassis.
通过采用上述技术方案,锁紧杆组件转动从而带动锁定板件逐渐进入弧形槽内时,锁紧杆组件带动每个锁定板件逐渐向靠近底盘的方向运动,如此锁定板件在进入弧形槽的过程中,逐渐抵紧弧形槽的底壁,便于较好的锁紧每个锤盘。By adopting the above-mentioned technical solution, when the locking lever assembly rotates to drive the locking plate gradually into the arc groove, the locking lever assembly drives each locking plate to gradually move towards the chassis, so that the locking plate moves into the arc groove In the process of slotting, gradually press against the bottom wall of the arc-shaped slot, so as to better lock each hammer plate.
优选的,所述锁紧杆组件包括两端的固定杆和若干连接杆,每个连接杆的两端均固定连接有锁紧板,每个固定杆的一端也固定连接有锁紧板,相邻连接杆之间相邻的两个锁紧板可拆卸连接,每个固定杆上的锁紧板均与相邻连接杆上的其中一锁紧板可拆卸连接,相邻的两个锁紧板之间连接形成一个所述锁定板件。Preferably, the locking rod assembly includes fixed rods at both ends and several connecting rods, each connecting rod is fixedly connected with a locking plate at both ends, and one end of each fixed rod is also fixedly connected with a locking plate, adjacent The two adjacent locking plates between the connecting rods are detachably connected, and the locking plates on each fixed rod are detachably connected with one of the locking plates on the adjacent connecting rods, and the adjacent two locking plates The connection between them forms one said locking plate.
通过采用上述技术方案,相邻的锁紧板之间可拆卸连接,如此便于根据锤盘的数量,增减锁定板件的数量,控制每个锤盘均连接有将锤盘锁定的锁定板件即可。By adopting the above technical solution, adjacent locking plates can be detachably connected, so that it is convenient to increase or decrease the number of locking plates according to the number of hammer plates, and control each hammer plate to be connected with a locking plate for locking the hammer plate That's it.
优选的,所述顶盘、承接盘和每个锤盘上均开设有若干连孔,相邻的连孔之间对准,所述底盘靠近承接盘的一面开设有若干弧形孔,每个弧形孔均与相邻的连孔对准。Preferably, several connection holes are provided on the top plate, the receiving plate and each hammer plate, and the adjacent connecting holes are aligned, and a number of arc-shaped holes are opened on the side of the chassis close to the receiving plate, each The arc holes are all aligned with the adjacent connecting holes.
通过采用上述技术方案,相邻的连孔对准,且弧形孔与相邻的连孔对准,使夯锤竖向具有透气的功能,从而使夯锤下落锤击地面时,减少夯锤受气流的推动发生弹起或倾斜的情况发生。By adopting the above-mentioned technical scheme, the adjacent connection holes are aligned, and the arc-shaped holes are aligned with the adjacent connection holes, so that the rammer has the function of ventilation in the vertical direction, so that when the rammer falls and hits the ground, the vibration of the rammer is reduced. Propelled by the air flow to bounce or tilt occurs.
优选的,每个所述连孔内均滑动插接有连筒,每个弧形孔内均插接有传动筒,每个所述传动筒均与相邻的连筒对准,所述传动筒的外侧壁固定连接有滑环,所述弧形孔的两个侧壁均开设有滑槽,滑槽的下表壁逐渐向上倾斜,每个滑环的两侧分别与弧形孔内的一滑槽滑动插接。Preferably, a connecting cylinder is slidably inserted into each of the connecting holes, a transmission cylinder is inserted into each arc-shaped hole, and each of the transmission cylinders is aligned with the adjacent connecting cylinder. The outer wall of the cylinder is fixedly connected with a slip ring, and the two side walls of the arc-shaped hole are provided with chute, and the lower surface wall of the chute is gradually inclined upward, and the two sides of each slip ring are respectively connected with the arc-shaped hole. A chute for sliding insertion.
通过采用上述技术方案,转动锁紧杆组件时,锁紧杆组件通过传动组件带动承接盘转动,承接盘转动则推动传动筒沿弧形孔运动,在此过程中,滑槽的底壁推动滑环和传动筒逐渐上升。传动筒上升从而伸入相邻的连孔内,如此推动相邻连孔中的连筒上升。位于夯锤最上方连筒伸入夯锤,如此在夯锤上继续叠加锤盘时,连筒能够起到定位的效果。By adopting the above technical solution, when the locking rod assembly is rotated, the locking rod assembly drives the receiving plate to rotate through the transmission assembly, and the rotating of the receiving plate pushes the transmission cylinder to move along the arc-shaped hole. During this process, the bottom wall of the chute pushes the sliding The ring and the drive cylinder rise gradually. The transmission cylinder rises so as to extend into the adjacent connection hole, thus pushing the connection cylinder in the adjacent connection hole to rise. The connecting cylinder located at the top of the rammer extends into the rammer, so that when the hammer plate continues to be superimposed on the rammer, the connecting cylinder can play a positioning effect.
第二方面,本申请提供的一种应用该夯锤的地基强夯施工工艺采用如下的技术方案:In the second aspect, a foundation dynamic compaction construction process using the rammer provided by the present application adopts the following technical scheme:
一种应用该夯锤的地基强夯施工工艺,包括如下步骤:A foundation dynamic compaction construction technique using the rammer, comprising the following steps:
S1、清理并整平场地;S1. Clean up and level the site;
S2、做好控制桩;S2. Do a good job of controlling piles;
S3、夯机就位;S3, the rammer is in place;
S4、将夯锤平稳提起至夯点位置,测量夯前锤定高程;S4. Steadily lift the tamper to the position of the ramming point, and measure the height of the hammer before ramming;
S5、起吊夯锤至预设高度,夯锤自动脱钩下落夯击击点,测量锤顶高程,记录夯坑下沉量;S5. Lift the rammer to the preset height, the rammer is automatically unhooked and falls to the ramming impact point, the height of the hammer top is measured, and the sinking amount of the ramming pit is recorded;
S6、重复步骤S5;S6, repeat step S5;
S7、夯锤移位到下一个夯点,重复步骤S3-S5;S7, the rammer is shifted to the next tamping point, and steps S3-S5 are repeated;
S8、测量场地高程,放出满夯基准线;S8, measure the elevation of the site, and release the full ramming reference line;
S9、按照夯印搭接的原则逐点夯击,完成全部夯击数;S9. Ramping point by point according to the principle of stamping and overlapping, and completing all the number of ramming;
S10、逐排夯击,完成满夯,场地平整,测量场地高程。S10, tamping row by row to complete full tamping, the site is level, and the elevation of the site is measured.
通过采用上述技术方案,施工效率较高,强夯效果较好,且较为节约施工成本,施工工期较短。By adopting the above technical scheme, the construction efficiency is high, the dynamic compaction effect is good, and the construction cost is relatively saved, and the construction period is short.
综上所述,本申请包括以下至少一种有益技术效果:In summary, the present application includes at least one of the following beneficial technical effects:
1.锤盘的锁定和拆卸方式较为简便,提高了调整夯锤重量的工作效率;1. The locking and dismounting method of the hammer plate is relatively simple, which improves the working efficiency of adjusting the weight of the rammer;
2.在拆装锤盘的过程中,连筒能够起到定位的效果;2. In the process of disassembling and assembling the hammer plate, the connecting cylinder can play the role of positioning;
3.强夯的施工效率较高,施工工期较短。3. The construction efficiency of dynamic compaction is high, and the construction period is short.
附图说明Description of drawings
图1是本申请实施例体现锁紧杆组件未锁紧锤盘的结构示意图。FIG. 1 is a schematic structural view of an embodiment of the present application showing that the locking rod assembly does not lock the hammer plate.
图2是本申请实施例体现锁紧杆组件锁紧锤盘的结构示意图。Fig. 2 is a schematic structural view of locking the hammer plate by the locking rod assembly according to the embodiment of the present application.
图3是本申请实施例体现传动组件的结构示意图。FIG. 3 is a schematic structural diagram of a transmission assembly embodied in an embodiment of the present application.
图4是本申请实施例体现锁紧杆组件锁紧锤盘时传动筒位置的结构示意图。Fig. 4 is a structural schematic diagram showing the position of the transmission cylinder when the locking lever assembly locks the hammer plate according to the embodiment of the present application.
图5是本申请实施例体现锁紧杆组件未锁紧锤盘时传动筒位置的结构示意图。Fig. 5 is a structural schematic diagram showing the position of the transmission cylinder when the locking lever assembly does not lock the hammer plate according to the embodiment of the present application.
附图标记说明:1、底盘;2、承接盘;21、承接槽;3、顶盘;4、锁紧杆组件;41、锁定板件;411、连接杆;412、锁紧板;42、固定杆;43、联动键;5、锤盘;51、安装孔;52、弧形槽;6、传动组件;61、从动齿轮;62、主动齿轮;621、插接通孔;622、联动槽;63、环形件;7、通气孔;71、连孔;72、弧形孔;721、滑槽;8、连筒;9、传动筒;91、滑环。Description of reference signs: 1, chassis; 2, receiving plate; 21, receiving groove; 3, top plate; 4, locking rod assembly; 41, locking plate; 411, connecting rod; 412, locking plate; 42, Fixed rod; 43, linkage key; 5, hammer plate; 51, mounting hole; 52, arc groove; 6, transmission assembly; 61, driven gear; 62, driving gear; 621, insertion hole; 622, linkage Groove; 63, ring piece; 7, ventilation hole; 71, connecting hole; 72, arc-shaped hole; 721, chute; 8, connecting cylinder; 9, transmission cylinder; 91, slip ring.
具体实施方式Detailed ways
以下结合附图1-图5对本申请作进一步详细说明。The present application will be described in further detail below in conjunction with accompanying drawings 1-5.
本申请实施例公开一种夯锤。参照图1,夯锤包括由下至上依次设置的底盘1、承接盘2和顶盘3,底盘1的中部转动连接有竖直向上设置的锁紧杆组件4,锁紧杆组件4竖向贯穿承接盘2和顶盘3。锁紧杆组件4上可拆卸连接有固定件,固定件包括与锁紧杆组件4上端螺纹连接的螺母(图中未画出),螺母紧抵顶盘3的上表面。The embodiment of the present application discloses a rammer. Referring to Fig. 1, the tamper includes a
参照图1和图2,承接盘2放置在底盘1上,顶盘3与承接盘2之间设有多个锤盘5,每个锤盘5的上表面均开设有竖向贯通锤盘5的安装孔51,锁紧杆组件4与每个安装孔51插接从而将多个锤盘5竖向串联。Referring to Figures 1 and 2, the receiving
安装孔51为长条形孔,安装孔51的两个长条侧壁分别开设有弧形槽52,锁紧杆组件4包括多个锁定板件41,多个锁定板件41沿锁紧杆组件4的长度方向排列,一个锁定板件41对应一个安装孔51,且每个锁定板件41均插接在相应的安装孔51内。转动锁紧杆组件4,锁紧杆组件4转动带动每个锁定板件41转动,如此每个锁定板件41的两端分别转动进入每个安装孔51侧壁相应的弧形槽52内。即每个锁定板件41的一端均与相应的弧形槽52插接,此时锁紧杆组件4将每个锤盘5锁紧。The mounting
锁紧杆组件4包括两端的固定杆42,还包括多个连接杆411,每个连接杆411的两端分别固定连接有锁紧板412,每个固定杆42的一端也固定连接有锁紧板412。每个连接杆411上的其中一锁紧板412均与相邻连接杆411上的其中一锁紧板412通过螺栓螺母固定连接,每个固定杆42上的锁紧板412均与相邻连接杆411上的其中一锁紧板412通过螺栓螺母固定连接。相邻的两个锁紧板412之间固定连接后形成一个锁定板件41。The locking
当需要调节锤盘5的数量时,转动锁紧杆组件4上的螺母,使螺母逐渐脱离顶盘3并脱离锁紧杆组件4。随后向上移动顶盘3直至顶盘3脱离锁紧杆组件4,再旋转锁紧杆组件4,使锁紧杆组件4带动每个锁定板件41均脱离相应的弧形槽52并完全进入安装孔51内。此时可拉动最上端的锤盘5脱离夯锤从而减少锤盘5的数量,锤盘5的数量减少后,再根据拆卸锤盘5的数量从而拆卸最上端的连接杆411。同理,从夯锤的最上端增加锤盘5的数量,再根据增加锤盘5的数量从而安装连接杆411,使每个锤盘5都有相对应的锁定板件41。When the number of
锁紧杆组件4的下端与底盘1螺纹连接,当旋转锁紧杆组件4带动每个锁定板件41均逐渐插入相应的弧形槽52内的过程中,锁紧杆组件4逐渐向下移动。 此时每个锁定板件41均在插入弧形槽52内的过程中,逐渐抵紧弧形槽52的底壁。The lower end of the locking
参照图2和图3,为了便于锁定板件41能够较为顺利的转动并插入相应的弧形槽52内,承接盘2上连接有传动组件6,当锁紧杆组件4转动时,传动组件6带动承接盘2与锁紧杆组件4反向转动,如此便于锁定板件41插入相应的弧形槽52内并抵紧弧形槽52的底壁,减少锁定板件41伸入弧形槽52内的过程中通过摩擦力推动弧形槽52的底壁,致使锁定板件41不易进入弧形槽52内的情况发生。Referring to Figures 2 and 3, in order to facilitate the smooth rotation of the locking
参照图1和图3,承接盘2的底面开设有承接槽21,承接槽21的侧壁固定连接有环形件63,传动组件6包括在环形件63内设置的三个从动齿轮61和一个主动齿轮62,锁紧杆组件4的侧壁上固定连接有两个联动键43,主动齿轮62的上表面开设有插接通孔621,插接通孔621的侧壁开设有联动槽622。锁紧杆组件4与插接通孔621插接,且每个联动键43均与相应的一个联动槽622插接。Referring to Fig. 1 and Fig. 3, the bottom surface of the receiving
主动齿轮62位于三个从动齿轮61之间,且每个从动齿轮61均与底盘1的上表面转动连接,主动齿轮62与每个从动齿轮61均啮合。环形件63的内侧壁固定连接有若干凸齿,若干凸齿沿环形件63的内侧壁均布,每个从动齿轮61均与承接槽21上的凸齿啮合。The
参照图2和图3,转动锁紧杆组件4,锁紧杆组件4转动则通过联动键43带动主动齿轮62转动,主动齿轮62转动带动每个从动齿轮61转动,从动齿轮61与主动齿轮62的转向相反。从动齿轮61转动则通过凸齿带动承接盘2转动,承接盘2与从动齿轮61转向相同。承接盘2转动即可通过摩擦力带动每个锤盘5与承接盘2一同转动,如此锁定板件41即可与弧形槽52朝相向的方向运动,便于每个锁定板件41较为顺利的插入相应的弧形槽52内。Referring to Fig. 2 and Fig. 3, rotate the locking
参照图1和图3,夯锤的顶面开设有若干竖向贯穿夯锤的通气孔7,每个通气孔7均包括在顶盘3、承接盘2和每个锤盘5的上表面开设的连孔71,还包括在底盘1的上表面开设的弧形孔72。Referring to Figure 1 and Figure 3, the top surface of the rammer is provided with a number of ventilation holes 7 vertically penetrating the rammer, and each ventilation hole 7 includes openings on the upper surface of the
每个连孔71内均竖向滑动连接有连筒8,竖向相邻的连筒8之间相互对准。弧形孔72内插接有传动筒9,每个传动筒9均与竖向相邻的连筒8对准。传动筒9的外侧壁固定连接有滑环91,每个弧形孔72的两个侧壁均开设有滑槽721,滑环91的两端分别与一滑槽721滑动插接。每个滑槽721的下表壁均逐渐向上倾斜。Each connecting
参照图2和图4,当每个锁定板件41与相应的弧形槽52插接时,此时滑环91位于滑槽721斜面的最低处。转动锁紧杆组件4时,锁紧杆组件4通过传动组件6带动承接盘2与锁紧杆组件4反向转动,此时滑槽721的斜面推动滑环91和传动筒9上升。如此传动筒9的上端插入相邻的连孔71内,传动筒9推动每个连筒8均上升。Referring to FIG. 2 and FIG. 4 , when each locking
参照图1和图5,即当锁定板件41脱离与相应的弧形槽52插接,每个连筒8的上端均插入上方相邻的连孔71内。位于夯锤最上方的连筒8上端凸出于夯锤,此时需要安装锤盘5时,凸出的连筒8便于起到定位的作用,利于将需要安装的锤盘5中的连孔71与相邻的连孔71对准。且转动锁紧杆组件4使得锤盘5被锁紧的过程中,每个锤盘5上的连筒8与上方相邻锤盘5中的连孔71插接,利于承接盘2较为顺利的带动每个锤盘5共同转动。Referring to FIG. 1 and FIG. 5 , that is, when the locking
本申请实施例还公开一种应用该夯锤的地基强夯施工工艺,包括如下步骤:The embodiment of the present application also discloses a foundation dynamic compaction construction process using the rammer, which includes the following steps:
S1、清理并整平场地:根据试夯的最佳参数及检测结果,采取适合的点夯、满夯施工工艺。S1. Clean up and level the site: According to the best parameters and test results of the test ramming, adopt suitable spot ramming and full ramming construction techniques.
S2、做好控制桩,将控制基准点设在固定不易改变的位置,用白灰标出每一夯击点的夯锤外围轮廓,并测量场地高程。S2. Prepare the control pile, set the control reference point at a fixed and difficult-to-change position, mark the outer contour of the rammer at each ramming point with white ash, and measure the elevation of the site.
S3、夯机就位。起吊吊钩至落锤高度,将吊钩牵引钢丝绳固定。锁定落距。S3, the rammer is in place. Lift the hook to the height of the falling weight, and fix the hook traction wire rope. Lock the drop distance.
S4、将夯锤平稳提起至夯点位置,测量夯前锤定高程。S4. Steadily lift the tamper to the position of the ramming point, and measure the height of the tamper before ramming.
S5、起吊夯锤至预设高度,夯锤自动脱钩下落夯击击点,若发现因坑底倾斜而造成夯锤歪斜时,应及时将坑底整平。测量锤顶高程,记录夯坑下沉量。S5. Lift the rammer to the preset height, and the rammer will automatically unhook and drop to the ramming impact point. If the rammer is found to be skewed due to the inclination of the pit bottom, the pit bottom should be leveled in time. Measure the height of the hammer top and record the sinking amount of the ramming pit.
S6、重复步骤S5,按试夯参数及控制标准(最后两击夯沉量≤100mm),完成一个夯点的夯击。S6, repeat step S5, complete the tamping of one tamping point according to the test tamping parameters and control standards (the tamping sinkage of the last two tampings is ≤ 100mm).
S7、夯锤移位到下一个夯点,重复步骤S3-S5,完成第一遍全部夯点的夯击,用推土机推平夯坑,用方格网测量场地高程,计算半边场地夯沉量。S7. The rammer is moved to the next ramming point, and steps S3-S5 are repeated to complete the ramming of all ramming points for the first time. Use a bulldozer to level the ramming pit, measure the elevation of the site with a grid, and calculate the ramming settlement of half the site .
S8、测量场地高程,放出满夯基准线。S8. Measure the elevation of the site and release the full ramming reference line.
S9、按照夯印搭接的原则逐点夯击,完成全部夯击数。S9. Ramping point by point according to the principle of tamping and overlapping, and completing all the number of tamping.
S10、逐排夯击,完成满夯,场地平整,测量场地高程。S10, tamping row by row to complete full tamping, the site is level, and the elevation of the site is measured.
以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.
Claims (8)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN121556431A (en) * | 2026-01-22 | 2026-02-24 | 中交建筑集团东南建设有限公司 | Dynamic compaction construction device and method for engineering foundation |
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| CN204023545U (en) * | 2014-06-19 | 2014-12-17 | 北汽福田汽车股份有限公司 | Hammer ram and dynamic compaction machinery |
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| CN121556431A (en) * | 2026-01-22 | 2026-02-24 | 中交建筑集团东南建设有限公司 | Dynamic compaction construction device and method for engineering foundation |
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