WO2014131332A1 - 移动式塔吊座 - Google Patents

移动式塔吊座 Download PDF

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Publication number
WO2014131332A1
WO2014131332A1 PCT/CN2014/072160 CN2014072160W WO2014131332A1 WO 2014131332 A1 WO2014131332 A1 WO 2014131332A1 CN 2014072160 W CN2014072160 W CN 2014072160W WO 2014131332 A1 WO2014131332 A1 WO 2014131332A1
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assembly
tower
cross
partition
mobile tower
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French (fr)
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李文泽
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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

Definitions

  • the invention relates to the field of design and construction, in particular to a construction tool for avoiding waste, disassembling and assembling a mobile tower hanger for continuous use.
  • the object of the present invention is to provide a mobile tower hanger for solving the above-mentioned unwarranted waste.
  • the invention not only has simple assembly and disassembly, but also has continuous use, convenient movement and reduced resource waste.
  • the object of the invention is that the concrete and steel bars are not required to be used for stabilization.
  • the pedestal is changed into a combined box body, and the inside of the box is filled with heavy objects (for example, the excavated soil is backfilled in the tank or surrounded by anti-seepage cloth to inject water), saving manpower, and each tower crane is only equipped with One of the inventions is ok, and the manufacturing cost is low.
  • a mobile tower crane includes a base, a partition, a box, a bottom beam, a draw beam, a tower hanger, a cross assembly, a dicing assembly and a corner assembly;
  • the partition is a plurality of blocks, and the two ends are provided with a convex head, firstly provided by a groove provided with a groove
  • the assembly and the corner assembly are assembled into a large square solid box, and then a plurality of small square solid boxes are formed in the square body by a cross assembly provided with four grooves, and the cross assembly, the butyl assembly and the corner assembly are provided with screw holes.
  • the pull beam and the bottom sill are connected by bolts through their holes, and the beam seat is disposed at the upper middle portion of the pull beam, and the tower hanger is fixed thereon.
  • partitions are in multiple groups, and the height, the width and the thickness are the same size.
  • the pull beam is of a "meter" shape, and each of the cross component, the dicing component and the corner component are fixed.
  • the bottom beam is disposed at the bottom of the partition plate, and the screw hole corresponding to the cross assembly, the butyl assembly and the corner assembly is welded with a nut, and the bottom beam is arranged on the bottom plate (optional wood board or hard plastic board.)
  • the heights of the cross member, the butyl assembly and the corner assembly are high equivalent to the spacer.
  • the structure of the invention is simple, the loading and unloading is convenient and fast, and the manufacturing cost is low.
  • the setting of the invention is a combined type, and the combination is completely achieved as a whole solid effect;
  • the invention refills the excavated soil into the box body of the partition plate, thereby exerting the proper weighting effect, and the partition plate and the assembly piece can be respectively proposed after the completion of the project, thereby saving the work of backfilling the pit at a later stage;
  • the invention has convenient transportation and storage space
  • the invention is wasteful, and only needs to lose the bottom beam after completion (if the water is added, the base can be taken out);
  • the size of the tower hanger of the invention is arbitrarily adjustable, and the height of the tower requires a large tower crane, and only a plurality of partition plates can be assembled;
  • Figure 1 is a schematic view of the structure of the present invention
  • Figure 2 is a top plan view of the top surface structure of the present invention.
  • Figure 3 is a top plan view of the bottom structure of the present invention.
  • Figure 4a is a schematic view showing the structure of the end portion of the cross member of the present invention.
  • Figure 4b is a schematic view showing the structure of the end of the butyl component of the present invention.
  • Figure 4c is a schematic view showing the structure of the end portion of the corner assembly of the present invention.
  • Figure 5 is a schematic view showing the structure of the tie beam of the present invention.
  • Figure 6 is a schematic view showing the structure of the end portion of the separator of the present invention.
  • the invention is to improve the concrete tower crane seat used in the current tower crane into a plurality of sets of certain thickness steel plates, and the same specification, the baffle with the convex head is combined into a required size, and a large monolithic cube box is used to strengthen the solid. Specifically, the middle is divided into a plurality of small square three-dimensional boxes, and the specific embodiments of the present invention will be described below with reference to the accompanying drawings;
  • a mobile tower hanger includes a frame 1, a beam 2, a bolt 3, a box 4, a partition 5, a cross assembly 13, a butyl component 14, a corner assembly 15, and a bottom beam.
  • the partition 5 is assembled by the cross assembly 13, the butyl assembly 14, and the corner assembly 15, and is disposed between the pull beam 2 and the bottom beam 20.
  • the pull beam 2 is passed by the bolt 3 through the cross assembly 13, the butyl assembly 14, and the corner assembly 15.
  • the screw hole 18 is connected with the nut 21 disposed on the bottom beam 20 to form a plurality of cubic boxes 4, wherein the bottom beam 20 is provided with a decking, the frame 1 is fixed in the middle of the beam 2, and the tower hanger 6 is fixed. On the shelf.
  • each of the spacers 5 is welded to the projections 17 at both ends thereof, respectively, with the cross member 13, the ferrule assembly 14 and the recess 16 provided on the corner assembly 15. Occlusal.
  • the mobile tower position is set first, Dig a pit as needed, put the bottom beam 20 into the pit, and assemble the plank after assembly (as shown in Figure 3).
  • First take two partitions 5, respectively, and insert the grooves 16 on the corner assembly 15 respectively. Rear vertically placed at the four corners of the bottom beam 20 On one of the corners The bolts 3 are screwed through the screw holes 18 in the corner assembly 15 and the nuts 21, and then the ferrule assembly 14 is inserted into the partition plate 5, and then the screw holes 18 and the nuts 21 in the butyl assembly 14 are passed through the bolts 3.
  • eight pull beams 2 are respectively arranged at the center of the mobile tower hanger, and four of them are respectively connected with the screw 3 on the corner assembly 15 of the four corners of the box 4, and are crossed by
  • the screw 3 on the cross member 13 is screwed, and the other four screws 3 on the butyl assembly 14 which are vertically and in four directions respectively
  • the screw 3 is tightened and tightened with the screw 3 on the cross member 13 which is crossed, and the tension beam 2 forms a "meter" shape on the casing 4.
  • the assembled cross assembly, the butyl assembly 14 and the corner assembly 15 are sealed with a dust cloth 19 to prevent soiling (to prevent being bitten during removal). At this time, the soil previously taken out of the pit is backfilled to each square solid box.
  • the tanks may be filled with water-proof material and filled with water
  • the rack 1 is fixed at the upper end of the intersection of the directional beams 2, and the tower hanger 6 is fixed.
  • the tower crane and the tower hanger 6 are first removed, and then the bracket 1 and the tension beam 2 in all directions are removed, and all the bolts 3 are unscrewed by the lifting device ( For example, the guide chain and the crane), firstly, the corner assembly 15 and the butyl assembly 14 around the mobile tower hanger are raised, and then the cross assembly 13 is raised one by one.
  • the peripheral partition 5 needs to be pressed (this method is easy to pull out) Finally, the partitions 5 are finally raised one by one. At this time, only the bottom beam 20 is left underground. If the water is injected into each of the three-dimensional casings 4 as described above, the final bottom beam can also be taken out.
  • the combined design of the invention is advantageous for installation and disassembly, is convenient for transportation and storage, and takes up small space.
  • a tower crane only needs to be equipped with a set of the invention, which saves resources, and does not need to waste hundreds of tons of cement and several tons for each building. Steel.
  • the square shape of the present invention is not limited to a specific shape, and various shapes can be assembled according to the geographical condition of the construction project, and only the safety requirements required for the tower crane can be achieved. Conducive to transport preservation.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

一种移动式塔吊座，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，隔板由交叉组件、丁组件、角组件组合成多个正方立体箱体由螺栓固装在底梁上，拉梁固装在箱体上，架座固装在拉梁上，塔吊架固装在架座上。

Description

移动式塔吊座 技术领域
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。
 背景技术
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。
 发明内容
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。
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。
进一步的，所述隔板为多组，高、宽、厚为同一尺寸。
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。
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。）
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。
采用上述技术方案，本发明的实用效果有；
1、本发明的结构简单，装卸方便快捷，制造成本低。
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；
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；
4、本发明运输及存放方便占用空间小；
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）；
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；
 附图说明
图1是本发明的结构示意图；
图2是本发明的顶面结构俯视示意图；
图3是本发明的底面结构俯视示意图；
图4a是本发明的交叉组件端部结构示意图；
图4b是本发明的丁组件端部结构示意图；
图4c是本发明的角组件端部结构示意图；
图5是本发明的拉梁设置结构示意图；
图6是本发明的隔板端部结构示意图；
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。
 本发明的实施方式
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；
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。
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。
如图1、图5所示，在实施组装具体应用时：
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。
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。
 工业实用性
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。
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。

Claims (5)

  1. 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）、塔吊架(6)、底梁（20）、交叉组件（13）丁组件（14）、角组件（15）、所述隔板（5）与交叉组件（13）、丁组件（14）、角组件（15）组合多个正方立体箱体（4）由螺栓（3）固装在梁底（20）上，所述拉梁（2）由螺栓（3）固装在隔板（5）和交叉组件（13）丁组件、（14）角组件（15）组合的正方立体箱体（4）上，所述架座（1）固装在拉梁（2）上，所述架座（1）固装在塔吊架。
  2. 根据权利要求1所述的移动式塔吊座，其特征在于；所述交叉组件（13）丁组件、（14）角组件（15）分别设置有凹槽（16）和螺栓孔（18）。
  3. 根据权利要求1所述的移动式塔吊座，其特征在于；所述隔板（5）两长边分别焊装凸头（17）。
  4. 根据权利要求1所述的移动式塔吊座，其特征在于；所述移动式塔吊座内填装沙土。
  5. 根据权利要求1所述的移动式塔吊座，其特征在于；所述移动式塔吊座内填装液体(水)。
PCT/CN2014/072160 2013-03-01 2014-02-17 移动式塔吊座 Ceased WO2014131332A1 (zh)

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CN103508339B (zh) * 2013-03-01 2015-11-25 李文泽 移动式塔吊座
CN105016221A (zh) * 2015-07-03 2015-11-04 杨海良 用于起重机的底座加强固定机构
CN113289402A (zh) * 2021-06-30 2021-08-24 景津环保股份有限公司 移动式压滤机配套的移动式模块化多层钢结构箱型墩柱

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