CN204266188U - A kind of Built-up rammer reducing positice ground effect - Google Patents
A kind of Built-up rammer reducing positice ground effect Download PDFInfo
- Publication number
- CN204266188U CN204266188U CN201420750879.7U CN201420750879U CN204266188U CN 204266188 U CN204266188 U CN 204266188U CN 201420750879 U CN201420750879 U CN 201420750879U CN 204266188 U CN204266188 U CN 204266188U
- Authority
- CN
- China
- Prior art keywords
- rammer
- effect
- rammer body
- air cushion
- bodies
- 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.)
- Expired - Fee Related
Links
- 230000000694 effects Effects 0.000 title claims abstract description 23
- 125000006850 spacer group Chemical group 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 3
- 230000037396 body weight Effects 0.000 abstract description 2
- 230000013011 mating Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000005056 compaction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本实用新型一种减少气垫作用的组合夯锤,属于建筑施工强夯设备技术领域;所要解决的技术问题是提供一种本体重量可调且能减少气垫作用的组合夯锤,增强地基加固效果,而且不易吸锤,可实现一锤多用;采用的技术方案是:一个底层夯锤体、多个中间夯锤体和一个顶层夯锤体从下到上依次叠放并通过多个连接螺栓紧固固定构成圆柱夯锤本体,顶层夯锤体上面的中心位置设有起吊环,所述顶层夯锤体和中间夯锤体之间、相邻的中间夯锤体之间、中间夯锤体和底层夯锤体之间的贴合面上相应位置均设有互相配合的凸起和凹槽,所述顶层夯锤体、中间夯锤体和底层夯锤体的相对应位置均设有排气通孔;本实用新型主要用于建筑施工的地基处理。
The utility model discloses a combined rammer for reducing the effect of air cushion, which belongs to the technical field of building construction dynamic ramming equipment; the technical problem to be solved is to provide a combined rammer with adjustable body weight and capable of reducing the effect of air cushion, so as to enhance the effect of foundation reinforcement, Moreover, it is not easy to suck the hammer, so one hammer can be used for multiple purposes; the technical solution adopted is: a bottom rammer body, multiple middle rammer bodies and a top rammer body are stacked sequentially from bottom to top and fastened by multiple connecting bolts The body of the cylindrical rammer is fixed, and the center of the top rammer body is provided with a lifting ring. Corresponding positions on the mating surface between the rammer bodies are provided with protrusions and grooves that cooperate with each other. hole; the utility model is mainly used for foundation treatment of building construction.
Description
技术领域 technical field
本实用新型一种减少气垫作用的组合夯锤,属于建筑施工强夯设备技术领域,具体涉及一种处理地基的强夯锤。 The utility model relates to a combined rammer for reducing the effect of an air cushion, which belongs to the technical field of dynamic ramming equipment for building construction, and in particular relates to a dynamic rammer for treating foundations.
背景技术 Background technique
强夯法是一种将几十吨(一般为8-40t)重锤从几十米(一般6-40m)高处自由落下,对地基土进行挤密、强力夯实的方法。在强夯法地基处理的施工过程中,现有技术的强夯锤大部分是铸钢浇铸而成,在强夯锤在强夯机脱钩后,强夯锤自由下落会压缩空气形成气垫,必然消耗一部分夯击能影响强夯效果。如若无排气孔或排气孔所占强夯锤底部的面积过小,会使空气不易排出,在强夯过程中,夯锤接触土体后容易形成真空负压吸锤(类似于活塞效应);同时气体为了排出会产生分贝数很高的爆鸣声形成噪声污染;由于活塞效应,气体在排出过程中还会带起大量的碎土块、碎石块从排气孔飞出,影响设备和施工人员的安全。 The dynamic compaction method is a method of freely dropping tens of tons (generally 8-40t) of a hammer from a height of tens of meters (generally 6-40m) to compact and strongly compact the foundation soil. In the construction process of foundation treatment by dynamic tamping method, most of the existing dynamic tamping hammers are made of cast steel. After the dynamic tamping hammer is decoupled from the dynamic tamping machine, the free fall of the dynamic tamping hammer will compress the air to form an air cushion, which is inevitable Consuming a part of ramming can affect the effect of ramming. If there is no vent hole or the area occupied by the vent hole is too small at the bottom of the dynamic tamper, the air will not be easily discharged. During the dynamic compaction process, the tamper will easily form a vacuum negative pressure suction hammer after contacting the soil (similar to the piston effect) ); At the same time, in order to discharge the gas, it will produce a high-decibel explosion sound to form noise pollution; due to the piston effect, the gas will also bring a large number of broken soil and gravel flying out of the exhaust hole during the discharge process, affecting Safety of equipment and construction personnel.
现有强夯锤的技术不足在于:由于有的强夯锤的锤体上只有少数排气孔,且所占整个夯锤底部面积的比例较小,强夯锤自由落体压缩空气做负功,影响强夯效果;空气不能及时排除会形成真空负压。强夯锤锤底是平底,不利于空气的排出,压缩空气形成气垫(空气柱)作用明显,影响强夯的加固效果。 The technical deficiency of the existing dynamic tamper is: because there are only a few vent holes on the hammer body of some powerful tampers, and the proportion of the bottom area of the entire rammer is small, the free fall of the dynamic tamper compresses the air to do negative work, Affect the effect of dynamic compaction; if the air cannot be removed in time, a vacuum negative pressure will be formed. The bottom of the dynamic tamping hammer is flat, which is not conducive to the discharge of air. Compressed air forms an air cushion (air column) which has an obvious effect and affects the reinforcement effect of the dynamic tamping.
实用新型内容 Utility model content
本实用新型克服现有技术存在的不足,所要解决的技术问题是提供一种本体重量可调且能减少气垫作用的组合夯锤,增强地基加固效果,而且不易吸锤,可实现一锤多用。 The utility model overcomes the deficiencies of the prior art, and the technical problem to be solved is to provide a combination tamper with an adjustable body weight and a reduced air cushion effect, which enhances the effect of foundation reinforcement and is not easy to suck the hammer, so that one hammer can be used for multiple purposes.
为了解决上述技术问题,本实用新型所采用的技术方案是:一种减少气垫作用的组合夯锤,包括顶层夯锤体、中间夯锤体、底层夯锤体和连接螺栓,一个底层夯锤体、多个中间夯锤体和一个顶层夯锤体从下到上依次叠放并通过多个连接螺栓紧固固定构成圆柱夯锤本体,顶层夯锤体上面的中心位置设有起吊环,所述顶层夯锤体和中间夯锤体之间、相邻的中间夯锤体之间、中间夯锤体和底层夯锤体之间的贴合面上相应位置均设有互相配合的凸起和凹槽,所述顶层夯锤体、中间夯锤体和底层夯锤体的相对应位置均设有排气通孔。 In order to solve the above-mentioned technical problems, the technical solution adopted by the utility model is: a combination tamper that reduces the effect of air cushion, including a top rammer body, a middle rammer body, a bottom rammer body and connecting bolts, a bottom rammer body , a plurality of intermediate rammer bodies and a top rammer body are stacked sequentially from bottom to top and fastened and fixed by a plurality of connecting bolts to form a cylindrical rammer body. A lifting ring is provided at the center of the top rammer body. Between the top rammer body and the middle rammer body, between the adjacent middle rammer bodies, between the middle rammer body and the bottom rammer body, corresponding positions are provided with mutually matching protrusions and recesses. Groove, the corresponding positions of the top rammer body, the middle rammer body and the bottom rammer body are all provided with exhaust through holes.
所述的连接螺栓上套装有接地夯体且接地夯体位于底层夯锤体下方,所述接地夯体为半球体,或为长方体,或为圆锥体。 The connecting bolt is covered with a grounding ram and the grounding ram is located under the bottom ram. The grounding ram is a hemisphere, or a cuboid, or a cone.
所述的接地夯体和底层夯锤体之间的连接螺栓上还套装有垫片。 Gaskets are also set on the connecting bolts between the ground rammer body and the bottom rammer body.
所述顶层夯锤体、中间夯锤体和底层夯锤体的外壁相对应的位置上均设有排气通槽。 Exhaust passage grooves are all provided on the corresponding positions of the outer walls of the top rammer body, the middle rammer body and the bottom rammer body.
本实用新型同现有技术相比所具有的有益效果是:本实用新型通过多层夯锤体叠放以螺栓固定的组合方式,使夯锤本体重量可通过中间夯锤体的数量进行调整,扩大适用范围,且便于运输;夯锤本体底部通过螺栓增加了接地夯体,使其夯击时最先接触地面,不仅增加了夯击深度,多种接地夯体互换使用可适用于多种不同功能要求,实现一锤多用;夯锤体之间的凸起和凹槽使其在安装时起定位作用,并能在使用过程中起到防剪切的功能,避免夯锤体相对位移缩短使用寿命;排气通孔和排气通槽的设计使其在夯击工作中将坑内空气及时排出,减少气垫作用对强夯的加固效果的负功影响,提高强夯效率,同时避免碎石块和碎土块由于真空负压吸锤而飞出,增大了施工安全性。 Compared with the prior art, the utility model has the beneficial effects that: the utility model adopts the multi-layer rammer bodies stacked and fixed by bolts, so that the weight of the rammer body can be adjusted by the number of the middle rammer bodies, Expand the scope of application and facilitate transportation; the bottom of the rammer body is equipped with a grounding rammer body through bolts, so that it first touches the ground when ramming, which not only increases the ramming depth, but also can be used interchangeably with various grounding rammers. With different functional requirements, one hammer can be used for multiple purposes; the protrusions and grooves between the tamper body make it a positioning function during installation, and can prevent shearing during use, preventing the relative displacement of the tamper body from shortening Service life; the design of the exhaust hole and the exhaust channel allows the air in the pit to be discharged in time during the tamping work, reducing the negative work effect of the air cushion on the reinforcement effect of the dynamic tamping, improving the efficiency of the dynamic tamping, and avoiding gravel Blocks and broken soil blocks fly out due to the vacuum negative pressure suction hammer, which increases the construction safety.
附图说明 Description of drawings
下面结合附图对本实用新型作进一步说明。 Below in conjunction with accompanying drawing, the utility model is further described.
图1为本实用新型的立体结构示意图。 Fig. 1 is a three-dimensional structure schematic diagram of the present utility model.
图2为本实用新型的俯视结构示意图。 Fig. 2 is a top view structural diagram of the utility model.
图3为图2的A-A剖视图。 Fig. 3 is a sectional view along line A-A of Fig. 2 .
图4为本实用新型的仰视结构示意图。 Fig. 4 is a schematic view of the structure of the utility model viewed from above.
图5为本实用新型中连接螺栓和接地夯体的安装示意图。 Fig. 5 is a schematic diagram of the installation of the connecting bolt and the grounding rammer in the utility model.
图中:1为顶层夯锤体,2为中间夯锤体,3为底层夯锤体,4为连接螺栓,5为起吊环,6为排气通孔,7为接地夯体,8为排气通槽,9为垫片。 In the figure: 1 is the top rammer body, 2 is the middle rammer body, 3 is the bottom rammer body, 4 is the connecting bolt, 5 is the lifting ring, 6 is the exhaust hole, 7 is the ground rammer body, 8 is the row Gas ventilation groove, 9 is gasket.
具体实施方式 Detailed ways
如图1-5所示,本实用新型一种减少气垫作用的组合夯锤,包括顶层夯锤体1、中间夯锤体2、底层夯锤体3和连接螺栓4,一个底层夯锤体3、多个中间夯锤体2和一个顶层夯锤体1从下到上依次叠放并通过多个连接螺栓4紧固固定构成圆柱夯锤本体,顶层夯锤体1上面的中心位置设有起吊环5,所述顶层夯锤体1和中间夯锤体2之间、相邻的中间夯锤体2之间、中间夯锤体2和底层夯锤体3之间的贴合面上相应位置均设有互相配合的凸起和凹槽,所述顶层夯锤体1、中间夯锤体2和底层夯锤体3的相对应位置均设有排气通孔6。 As shown in Figures 1-5, the utility model is a combination rammer that reduces the effect of air cushion, including a top rammer body 1, an intermediate rammer body 2, a bottom rammer body 3 and connecting bolts 4, and a bottom rammer body 3 , a plurality of intermediate rammer bodies 2 and a top rammer body 1 are stacked sequentially from bottom to top and fastened and fixed by a plurality of connecting bolts 4 to form a cylindrical rammer body. Hanging ring 5, the corresponding position on the bonding surface between the top rammer body 1 and the middle rammer body 2, between adjacent middle rammer bodies 2, and between the middle rammer body 2 and the bottom rammer body 3 Both are provided with protrusions and grooves that cooperate with each other, and the corresponding positions of the top rammer body 1 , the middle rammer body 2 and the bottom rammer body 3 are all provided with exhaust through holes 6 .
所述的连接螺栓4上套装有接地夯体7且接地夯体7位于底层夯锤体下方,所述接地夯体7为半球体,或为长方体,或为圆锥体。 The connecting bolt 4 is overlaid with a grounding ram 7, and the grounding ram 7 is located below the bottom ram. The grounding ram 7 is a hemisphere, or a cuboid, or a cone.
所述的接地夯体7和底层夯锤体3之间的连接螺栓4上还套装有垫片9。 A washer 9 is also set on the connecting bolt 4 between the ground rammer body 7 and the bottom rammer body 3 .
所述顶层夯锤体1、中间夯锤体2和底层夯锤体3的外壁相对应的位置上均设有排气通槽8。 Exhaust passage grooves 8 are all provided at corresponding positions on the outer walls of the top rammer body 1 , the middle rammer body 2 and the bottom rammer body 3 .
使用方式: How to use:
1、由于是组合式,便于运输,可在施工地进行组装,根据不同的地质条件和能级要求选择安装的中间夯锤体2的数量,适用范围扩大,灵活多变,经济实惠,操作简单; 1. Because it is combined, it is easy to transport and can be assembled at the construction site. The number of intermediate rammer bodies 2 to be installed can be selected according to different geological conditions and energy level requirements. The scope of application is expanded, flexible and changeable, economical and practical, and easy to operate ;
2、底部的接地夯体7可根据不同的功能要求更换,例如,场地附近居民多,需要减小振动影响时,使用半球形的接地夯体,当需要满夯时,可拆卸后更换为与底部相匹配的长方体接地夯体即可转变为平底夯锤; 2. The grounding ram 7 at the bottom can be replaced according to different functional requirements. For example, if there are many residents near the site and the impact of vibration needs to be reduced, use a hemispherical grounding ram. When full ramming is required, it can be disassembled and replaced with a A cuboid grounded rammer with a matching bottom can be transformed into a flat-bottomed rammer;
3、排气通孔6和排气通槽8使本实用新型在夯击工作中将坑内空气及时排出,减少气垫作用对强夯的加固效果的负功影响,提高强夯效率,同时避免碎石块和碎土块由于真空负压吸锤而飞出。 3. The exhaust through hole 6 and the exhaust through groove 8 enable the utility model to discharge the air in the pit in time during the tamping work, reduce the negative work effect of the air cushion on the reinforcement effect of the dynamic tamping, improve the efficiency of the dynamic tamping, and avoid crushing Stones and broken soil blocks fly out due to the vacuum negative pressure suction hammer.
上面结合附图对本实用新型的实施例作了详细说明,但是本实用新型并不限于上述实施例,在本领域普通技术人员所具备的知识范围内,还可以在不脱离本实用新型宗旨的前提下作出各种变化。 The above embodiments of the utility model have been described in detail in conjunction with the accompanying drawings, but the utility model is not limited to the above-mentioned embodiments. Make various changes below.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420750879.7U CN204266188U (en) | 2014-12-04 | 2014-12-04 | A kind of Built-up rammer reducing positice ground effect |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420750879.7U CN204266188U (en) | 2014-12-04 | 2014-12-04 | A kind of Built-up rammer reducing positice ground effect |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204266188U true CN204266188U (en) | 2015-04-15 |
Family
ID=52801060
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420750879.7U Expired - Fee Related CN204266188U (en) | 2014-12-04 | 2014-12-04 | A kind of Built-up rammer reducing positice ground effect |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204266188U (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105040671A (en) * | 2015-08-21 | 2015-11-11 | 四川九鼎智远知识产权运营有限公司 | Novel dynamic compactor and composite foundation construction method achieved through novel dynamic compactor |
CN107386259A (en) * | 2017-08-10 | 2017-11-24 | 枣庄科技职业学院 | A kind of dust suppression ramming machine with catapult-launching gear |
CN108149671A (en) * | 2018-02-07 | 2018-06-12 | 武汉南方旭域科技工程有限公司 | A kind of reciprocating vibration strong rammer hammer |
CN109487778A (en) * | 2018-09-10 | 2019-03-19 | 齐鲁交通发展集团有限公司 | A kind of hammer ram and method |
CN109736307A (en) * | 2018-12-31 | 2019-05-10 | 东台康鼎工程机械制造有限公司 | A double-rod superimposed hydraulic piling hammer |
CN112012193A (en) * | 2020-09-30 | 2020-12-01 | 张会彬 | Heavy hammer tamping device |
CN112095383A (en) * | 2020-09-30 | 2020-12-18 | 张会彬 | Roadbed tamping device |
CN115584715A (en) * | 2022-10-28 | 2023-01-10 | 中国二十冶集团有限公司 | Dynamic compaction rammer |
CN116180705A (en) * | 2023-03-16 | 2023-05-30 | 河北冀东建设工程有限公司 | A rammer and foundation dynamic compaction construction technology using the rammer |
-
2014
- 2014-12-04 CN CN201420750879.7U patent/CN204266188U/en not_active Expired - Fee Related
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105040671A (en) * | 2015-08-21 | 2015-11-11 | 四川九鼎智远知识产权运营有限公司 | Novel dynamic compactor and composite foundation construction method achieved through novel dynamic compactor |
CN107386259A (en) * | 2017-08-10 | 2017-11-24 | 枣庄科技职业学院 | A kind of dust suppression ramming machine with catapult-launching gear |
CN107386259B (en) * | 2017-08-10 | 2023-05-30 | 枣庄科技职业学院 | Dust suppression ramming machine with ejection device |
CN108149671A (en) * | 2018-02-07 | 2018-06-12 | 武汉南方旭域科技工程有限公司 | A kind of reciprocating vibration strong rammer hammer |
CN109487778A (en) * | 2018-09-10 | 2019-03-19 | 齐鲁交通发展集团有限公司 | A kind of hammer ram and method |
CN109487778B (en) * | 2018-09-10 | 2023-09-19 | 山东高速集团有限公司 | Rammer and method |
CN109736307A (en) * | 2018-12-31 | 2019-05-10 | 东台康鼎工程机械制造有限公司 | A double-rod superimposed hydraulic piling hammer |
CN112012193A (en) * | 2020-09-30 | 2020-12-01 | 张会彬 | Heavy hammer tamping device |
CN112095383A (en) * | 2020-09-30 | 2020-12-18 | 张会彬 | Roadbed tamping device |
CN112095383B (en) * | 2020-09-30 | 2023-10-31 | 广东建工德晟工程有限公司 | Roadbed tamping device |
CN115584715A (en) * | 2022-10-28 | 2023-01-10 | 中国二十冶集团有限公司 | Dynamic compaction rammer |
CN116180705A (en) * | 2023-03-16 | 2023-05-30 | 河北冀东建设工程有限公司 | A rammer and foundation dynamic compaction construction technology using the rammer |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204266188U (en) | A kind of Built-up rammer reducing positice ground effect | |
WO2021072941A1 (en) | Method for replacing and reinforcing coastal silt soft soil foundation by performing two-time dynamic rubble compaction | |
CN207878447U (en) | A kind of stomata self-cleaning type strong rammer hammer | |
CN106320318B (en) | waist discharging vibroflotation equipment and pile making method thereof | |
CN103821139A (en) | Reamed carrier and stiffness core multi-component composite pile and soft soil foundation strengthening construction method | |
CN107268604A (en) | The construction system and construction method of a kind of hollow preformed pile | |
CN105350909B (en) | One kind energy-conservation cluster combination hammer | |
CN206693007U (en) | A kind of road construction rammer compacter | |
CN104153355B (en) | The constructing device of concrete-pile and construction method thereof | |
WO2017133373A1 (en) | Small-diameter pile cluster used for pile foundation, and method for construction thereof | |
CN205688473U (en) | A kind of reverse construction machinery | |
CN204225100U (en) | The construction equipment of concrete pile | |
CN107780407A (en) | Secondary precipitation union dynamic consolidation soft base processing method | |
CN105887949B (en) | A kind of reverse construction mechanical device | |
CN201024415Y (en) | Vibrating wings for liquefied ground treatment | |
CN101024952A (en) | Cross-shaped vibration wing | |
CN102535429A (en) | Combined-rammer construction technology for foundation treatment | |
CN102444410A (en) | Location and Forming Method of Buried Cavern in Geomechanical Model Test | |
CN102580975B (en) | Refuse landfill gas-well hoisting method and gas-well device | |
CN216787141U (en) | Slant steel-concrete combined supporting pile | |
CN201258475Y (en) | Quality adjustable forced ramming hammer | |
CN209178971U (en) | Flat plate tamping device for urban sewage pipeline | |
CN104153356A (en) | Concrete pile construction equipment and method | |
CN202626967U (en) | Strong rammer with circular arc bottom | |
CN220789709U (en) | Backfill soil ramming device between tubular product |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150415 Termination date: 20151204 |
|
EXPY | Termination of patent right or utility model |