CN103508339A - Mobile tower crane base - Google Patents
Mobile tower crane base Download PDFInfo
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- CN103508339A CN103508339A CN201310071669.5A CN201310071669A CN103508339A CN 103508339 A CN103508339 A CN 103508339A CN 201310071669 A CN201310071669 A CN 201310071669A CN 103508339 A CN103508339 A CN 103508339A
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- assembly
- mobile tower
- tower crane
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- flap seat
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/72—Counterweights or supports for balancing lifting couples
- B66C23/78—Supports, e.g. outriggers, for mobile cranes
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本发明公开了一种移动式塔吊座,它包括架座、隔板、箱体、螺栓、底梁、拉梁、塔吊架、交叉组件、丁组件、角组件,所述隔板由交叉组件、丁组件、角组件组合成多个正方立体箱体有螺栓固装在底梁上,所述拉梁固装在箱体上,所述梁座固装在拉梁中间,所述塔吊架固装在架座上,本发明的组合设计,既方便组装,拆卸可持续实用,减少浪费,节约能源,生产成本低。
The invention discloses a mobile tower hanger, which includes a stand, a partition, a box, a bolt, a bottom beam, a tension beam, a tower hanger, a cross assembly, a small assembly, and a corner assembly. The partition is composed of a cross assembly, Ding components and corner components are combined to form a plurality of square three-dimensional boxes. Bolts are fixed on the bottom beam, the tension beam is fixed on the box body, the beam seat is fixed in the middle of the tension beam, and the tower hanger is fixed On the stand, the combination design of the present invention is convenient for assembly, sustainable and practical for disassembly, reduces waste, saves energy, and has low production cost.
Description
技术领域 technical field
本发明设计建筑领域,特别是涉及一种建筑用工具避免浪费,拆卸组装持续使用的移动式塔吊座。 The present invention is in the field of design and construction, and in particular relates to a mobile tower crane that can be disassembled and assembled for continuous use without waste of construction tools. the
背景技术 Background technique
目前,高层建筑所用的材料大多采用塔吊吊送,为了将建筑材料送至建筑物的各个点,需设计有较长的塔梁,因塔梁过长在提吊材料时会产生一定的偏心力,为了保证塔吊的稳定牢固,必须得有一个牢固的塔座,目前所采用的是在所要建筑的建筑物一侧挖一土坑用混凝土和钢筋浇筑,然后将塔吊固装上,可此法却造成极大浪费而且后期还留下一个大麻烦,一个混凝土塔座需水泥100吨以上,钢筋也需几吨,人工也需一大笔开支,这样算来一个混凝土塔座就需浪费人民币40-50万元,如果以后在建筑物地下有其他建设时还得将混凝土塔吊座拆除,而塔吊在移至下一作业点时还是如此,这样算来每建一栋楼房都要浪费上百吨水泥和几吨钢筋,全世界将浪费多少资源。 At present, most of the materials used in high-rise buildings are transported by tower cranes. In order to send building materials to various points of the building, it is necessary to design a longer tower beam. Because the tower beam is too long, a certain eccentric force will be generated when lifting materials. In order to ensure the stability of the tower crane, there must be a firm tower base. At present, a pit is dug on the side of the building to be built and poured with concrete and steel bars, and then the tower crane is fixed. This method can be used But it caused great waste and left a big trouble in the later stage. A concrete tower needs more than 100 tons of cement, several tons of steel bars, and a large amount of labor. In this way, a concrete tower needs to waste RMB 40 -500,000 yuan, if there are other constructions underground in the building, the concrete tower crane seat will have to be removed, and the tower crane will still be the same when it moves to the next operation point, so it will waste hundreds of tons for each building Cement and several tons of steel bars, how many resources will be wasted in the world. the
发明内容 Contents of the invention
本发明的目的是为了解决上述的无端浪费,提供一种移动式塔吊座,本发明不仅组装与拆卸简单,且连续使用,移动方便,减少资源浪费,本发明目的是无需用混凝土和钢筋作为稳固基座,将其改为组合箱体,箱体内填装配重物(如将挖出的土回填箱体内或将箱体周边用防渗布围好注入水),节省人力,每台塔吊只配一台本发明即可,且制造成本低。 The purpose of the present invention is to solve the above-mentioned unnecessary waste and provide a mobile tower crane seat. The present invention is not only simple to assemble and disassemble, but also to be used continuously, convenient to move and reduce waste of resources. The purpose of the present invention is not to use concrete and steel bars as stable The base is changed to a combined box, and the box is filled with heavy objects (such as backfilling the excavated soil into the box or surrounding the box with impermeable cloth to inject water), saving manpower, and each tower crane is only equipped with One set of the present invention is enough, and the manufacturing cost is low. the
为了达到上述目的,本发明所提出的技术方案是;一种移动式塔吊座包括架座、隔板、箱体、底梁、拉梁、塔吊架、交叉组件、丁组件和角组件;所述隔板为多块,其两端设置凸头,首先由设置有凹槽的丁组件和角组件组装成一大正方立体箱体,再由设置有四个凹槽的交叉组件在正方体内组成多个小正方立体箱体,所述交叉组件、丁组件和角组件均设有螺杆孔,由螺栓通过其孔连接拉梁和底部的底梁,所述梁座设置在拉梁的中间上部,其上固装塔吊架。 In order to achieve the above-mentioned purpose, the technical solution proposed by the present invention is: a mobile tower hanger includes a stand, a partition, a box, a bottom beam, a tension beam, a tower hanger, a cross assembly, a small assembly and a corner assembly; There are multiple partitions, with protruding heads at both ends. Firstly, a large square three-dimensional box is assembled from the small component and the corner component with grooves, and then a plurality of cross components with four grooves are formed in the cube. Small square three-dimensional box, the cross assembly, the D assembly and the corner assembly are all provided with screw holes, and the bolts connect the tension beam and the bottom beam at the bottom through the holes, and the beam seat is arranged on the middle upper part of the tension beam. Fixed tower hanger. the
进一步的,所述隔板为多组,高、宽、厚为同一尺寸。 Further, there are multiple sets of partitions, and the height, width, and thickness are the same size. the
进一步的,所述拉梁为“米”字型,固装每个交叉组件、丁组件和角组件。 Further, the tension beam is in the shape of a "meter" and each cross assembly, D assembly and corner assembly is fixedly installed. the
进一步的,所述底梁设置在隔板底部,其上对应着交叉组件、丁组件和角 组件的螺杆孔处焊装有螺母,底梁上装置铺板(可选木板或硬质塑料板。) Further, the bottom beam is arranged at the bottom of the partition, on which nuts are welded at the screw holes corresponding to the cross assembly, the D assembly and the corner assembly, and the bottom beam is equipped with a plank (wooden board or hard plastic board is optional.)
进一步的,所述交叉组件、丁组件和角组件的高与隔板高等同。 Further, the heights of the intersection component, the D component and the corner component are equal to the height of the partition. the
采用上述技术方案,本发明的实用效果有; Adopt above-mentioned technical scheme, practical effect of the present invention has;
1、本发明的结构简单,装卸方便快捷,制造成本低。 1. The structure of the present invention is simple, convenient and quick to assemble and disassemble, and the manufacturing cost is low. the
2、本发明的设置为组合式,组合后完全达到为一整体坚固效果; 2. The setting of the present invention is a combined type, and after the combination, it can fully achieve a solid effect as a whole;
3,本发明将挖出的土回填至隔板组合的箱体内,从而起到应有的配重效果,而工程完成后分别将隔板及组合件提出即可,节省后期回填土坑工作; 3. The present invention backfills the excavated soil into the box of the clapboard combination, so as to achieve the due counterweight effect, and after the project is completed, the clapboard and the assembly can be lifted out separately, saving the work of backfilling the pit in the later stage;
4、本发明运输及存放方便占用空间小; 4. The invention is convenient for transportation and storage and occupies a small space;
5、本发明浪费小,完工后只需损失底梁(如果加注“水”则底座可取出); 5. The invention has little waste, and only needs to lose the bottom beam after completion (the base can be taken out if "water" is added);
6、本发明的塔吊座大小随意可调,建筑物高则需塔吊座大,只需多组装隔板即可; 6. The size of the tower crane seat of the present invention can be adjusted at will, and the height of the building requires a large tower crane seat, and only more partitions need to be assembled;
附图说明 Description of drawings
图1是本发明的结构示意图; Fig. 1 is a structural representation of the present invention;
图2是本发明的顶面结构俯视示意图; Fig. 2 is a schematic plan view of the top surface structure of the present invention;
图3是本发明的底面结构俯视示意图; Fig. 3 is a top view schematic diagram of the bottom surface structure of the present invention;
图4a是本发明的交叉组件端部结构示意图; Figure 4a is a schematic diagram of the end structure of the cross assembly of the present invention;
图4b是本发明的丁组件端部结构示意图; Figure 4b is a schematic diagram of the end structure of the D component of the present invention;
图4c是本发明的角组件端部结构示意图; Figure 4c is a schematic diagram of the end structure of the corner assembly of the present invention;
图5是本发明的拉梁设置结构示意图; Fig. 5 is the structural representation of tension beam setting of the present invention;
图6是本发明的隔板端部结构示意图; Fig. 6 is a schematic diagram of the partition end structure of the present invention;
其中:1、架座,2、拉梁,3、螺栓,4、箱体、5、隔板,6、塔吊架,13、交叉组件,14、丁组件,15、角组件,16、凹槽,17、凸头,18、螺丝孔,19、防尘布,20、底梁,21、螺母。 Among them: 1. Frame, 2. Tension beam, 3. Bolt, 4. Box, 5. Partition, 6. Tower hanger, 13. Cross component, 14. Ding component, 15. Corner component, 16. Groove , 17, protruding head, 18, screw hole, 19, dustproof cloth, 20, bottom beam, 21, nut. the
本发明是将目前塔吊所使用的混凝土式塔吊座改进为多组一定厚度钢板制成,同一规格,带有凸头的隔板组合成所需尺寸,一大整体立方体箱体,为了加强其坚固性,中间由间隔成多个小正方立体型箱体,下面结合附图说明本发明的具体实施方式; The present invention improves the concrete tower crane seat used by the current tower crane into several sets of steel plates with a certain thickness. The partition boards with protruding heads of the same specification are combined into the required size. property, the middle is divided into a plurality of small square three-dimensional box bodies, and the specific embodiment of the present invention will be described below in conjunction with the accompanying drawings;
如图2、图3所示:一种移动式塔吊座,包括架座1、拉梁2、螺栓3、箱体4、隔板5、交叉组件13、丁组件14、角组件15和底梁20,隔板5由交叉组件13、丁组件14、角组件15组合后,设置在拉梁2和底梁20中间,拉梁2由螺栓3通过交叉组件13、丁组件14、角组件15中的螺杆孔18与设置在底梁20上的螺母21连接,组成多个立方形箱体4,其中底梁20上设有铺板,架座1固装在拉梁2中部,塔吊架6固装在架座上。
As shown in Figure 2 and Figure 3: a mobile tower crane, including a
如图4a、图4b、图4c和图6所示,其中每个隔板5两端均焊装凸头17,分别与交叉组件13、丁组件14和角组件15上所设置的凹槽16咬合。
As shown in Fig. 4a, Fig. 4b, Fig. 4c and Fig. 6, the two ends of each
如图1、图5所示,在实施组装具体应用时: As shown in Figure 1 and Figure 5, when implementing specific assembly applications:
实施例一,先在所需设置移动式塔座位置,按需要大小挖一土坑,将底梁20放入土坑内组装完后(如图3所示)铺好铺板,首先取两块隔板5,分别与角组件15上的凹槽16插好后垂直放在底梁20四个角的其中一角上,用螺栓3通过角组件15内的螺杆孔18与螺母21拧牢后再取丁组件14与以放好的隔板5插接后用螺栓3通过丁组件14内的螺杆孔18与螺母21拧牢,如此程序将底梁20周围装完,再取交叉组件13和隔板5,将隔板5一侧插入已装好的丁组件14的凹槽16内,一侧与交叉组件13插牢后将螺栓3通过交叉组件13内的螺杆孔18与螺母21拧牢,如此交叉将隔板5插装在交叉组件13内4个凹槽16中,通过交叉组件13将由角组件15和丁组件14组成的正方型立体箱体4分割多个小正方型立体箱体4,以达到增加移动塔吊座的整体牢固性。
实施例二,以移动式塔吊座中心为点,分别设置8根拉梁2,其中4根分别与箱体4上的四个角的角组件15上的螺杆3连接拧牢,并与其跨过的交叉组件13上的螺杆3拧牢,另4根垂直分别与四个方向的丁组件14上的螺杆3拧牢,并与其跨过的交叉组件13上的螺杆3拧牢,此时拉梁2在箱体4上组成一“米”字形。将组装好的交叉组件、丁组件14和角组件15用防尘布19封好以防进土(防止拆除时被咬紧)此时将之前在坑中取出的土回填至各个正方立体型箱体4内,(也可以把各箱体用防渗水材料封好注满水),再将架座1固装在个方向拉梁2的交叉点上端后,固装塔吊架6。
实施例三,工程完工后需将塔吊移至其他工地时,首先拆掉塔吊和塔吊架6,再拆下架座1和各方向的拉梁2后,将所有螺栓3拧出用起吊器(如导链、 吊车),首先将移动式塔吊座周边的角组件15、丁组件14提出后再将交叉组件13逐个提出,在提各组件时需压住周边隔板5(此法易拉出各组件),最后将隔板5逐一提出,此时只有底梁20被留于地下,如各立体型箱体4内注入的是水在拆卸时如上所述,最后的底梁也可以取出。
Embodiment three, when the tower crane needs to be moved to other construction sites after the completion of the project, the tower crane and the
本发明的组合设计有利于安装和拆卸,有利于运输保存,占用空间小,一台塔吊只需配装一组本发明,节省资源,无需每建一栋楼房都浪费上百吨水泥和几顿钢材。 The combined design of the present invention is conducive to installation and disassembly, and is conducive to transportation and storage. It occupies a small space. One tower crane only needs to be equipped with a set of the present invention, which saves resources and does not need to waste hundreds of tons of cement and several tons of cement every time a building is built. steel. the
本发明的正方体型不限于具体形状,可根据建筑工程的地理情况组装各种形状,只需达到塔吊所需的安全需求即可。有利于运输保存。 The cube shape of the present invention is not limited to a specific shape, and various shapes can be assembled according to the geographical conditions of the construction project, as long as the required safety requirements of the tower crane are met. Conducive to transportation and storage. the
最后应说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或等同替换,而不脱离本发明的技术方案的精神和范围,其均应涵盖在本发明的权利要求范围当中。 Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention without limitation. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be Modifications or equivalent replacements without departing from the spirit and scope of the technical solutions of the present invention shall fall within the scope of the claims of the present invention. the
Claims (5)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310071669.5A CN103508339B (en) | 2013-03-01 | 2013-03-01 | Mobile tower flap seat |
| PCT/CN2014/072160 WO2014131332A1 (en) | 2013-03-01 | 2014-02-17 | Mobile crane base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310071669.5A CN103508339B (en) | 2013-03-01 | 2013-03-01 | Mobile tower flap seat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103508339A true CN103508339A (en) | 2014-01-15 |
| CN103508339B CN103508339B (en) | 2015-11-25 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310071669.5A Expired - Fee Related CN103508339B (en) | 2013-03-01 | 2013-03-01 | Mobile tower flap seat |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN103508339B (en) |
| WO (1) | WO2014131332A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014131332A1 (en) * | 2013-03-01 | 2014-09-04 | Li Wenze | Mobile crane base |
| CN105016221A (en) * | 2015-07-03 | 2015-11-04 | 杨海良 | Base reinforcing and fixing mechanism for crane |
| CN113289402A (en) * | 2021-06-30 | 2021-08-24 | 景津环保股份有限公司 | Movable modular multi-layer steel structure box type pier column matched with movable filter press |
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| JPH09111775A (en) * | 1995-10-19 | 1997-04-28 | Tokyo Electric Power Co Inc:The | Cast block for construction work and steel tower temporary construction method using this block |
| CN101100861A (en) * | 2006-07-07 | 2008-01-09 | 杨建安 | Construction method for detachable tower foundation and structure thereof |
| CN101831918A (en) * | 2010-05-11 | 2010-09-15 | 徐州九鼎建设集团有限公司 | Prestressed assembly box-shaped precast concrete tower crane foundation |
| CN101881029A (en) * | 2010-05-05 | 2010-11-10 | 陈金生 | Detachable tower foundation |
| CN201850558U (en) * | 2010-03-12 | 2011-06-01 | 合肥学院 | Assembled steel structure tower crane foundation |
| CN203461734U (en) * | 2013-03-01 | 2014-03-05 | 李文泽 | Mobile tower crane base |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201443072U (en) * | 2009-07-18 | 2010-04-28 | 中冶东北建设有限公司管道工程公司 | Detachable combined tower crane foundation |
| CN201722703U (en) * | 2010-06-13 | 2011-01-26 | 宁波建工股份有限公司 | Section steel platform tower crane base |
| JP6041485B2 (en) * | 2010-12-15 | 2016-12-07 | 株式会社丸高工業 | Installation base |
| CN202187365U (en) * | 2011-07-21 | 2012-04-11 | 胥传明 | Detachable tower footing |
| CN103508339B (en) * | 2013-03-01 | 2015-11-25 | 李文泽 | Mobile tower flap seat |
-
2013
- 2013-03-01 CN CN201310071669.5A patent/CN103508339B/en not_active Expired - Fee Related
-
2014
- 2014-02-17 WO PCT/CN2014/072160 patent/WO2014131332A1/en not_active Ceased
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09111775A (en) * | 1995-10-19 | 1997-04-28 | Tokyo Electric Power Co Inc:The | Cast block for construction work and steel tower temporary construction method using this block |
| CN101100861A (en) * | 2006-07-07 | 2008-01-09 | 杨建安 | Construction method for detachable tower foundation and structure thereof |
| CN201850558U (en) * | 2010-03-12 | 2011-06-01 | 合肥学院 | Assembled steel structure tower crane foundation |
| CN101881029A (en) * | 2010-05-05 | 2010-11-10 | 陈金生 | Detachable tower foundation |
| CN101831918A (en) * | 2010-05-11 | 2010-09-15 | 徐州九鼎建设集团有限公司 | Prestressed assembly box-shaped precast concrete tower crane foundation |
| CN203461734U (en) * | 2013-03-01 | 2014-03-05 | 李文泽 | Mobile tower crane base |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014131332A1 (en) * | 2013-03-01 | 2014-09-04 | Li Wenze | Mobile crane base |
| CN105016221A (en) * | 2015-07-03 | 2015-11-04 | 杨海良 | Base reinforcing and fixing mechanism for crane |
| CN113289402A (en) * | 2021-06-30 | 2021-08-24 | 景津环保股份有限公司 | Movable modular multi-layer steel structure box type pier column matched with movable filter press |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2014131332A1 (en) | 2014-09-04 |
| CN103508339B (en) | 2015-11-25 |
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