CN205502058U - Pin -connected panel tower crane foundation - Google Patents
Pin -connected panel tower crane foundation Download PDFInfo
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- CN205502058U CN205502058U CN201620009700.1U CN201620009700U CN205502058U CN 205502058 U CN205502058 U CN 205502058U CN 201620009700 U CN201620009700 U CN 201620009700U CN 205502058 U CN205502058 U CN 205502058U
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Abstract
Description
技术领域technical field
本实用新型涉及一种塔式起重机基础,具体是一种拼装式塔式起重机基础。The utility model relates to a tower crane foundation, in particular to an assembled tower crane foundation.
背景技术Background technique
基础是塔式起重机重要的组成部分之一,是整个塔式起重机的最终着力点,基础的制作有很高的要求。现有基础主要为混凝土浇筑式固定基础,需先夯实地基,地耐力达到一定要求,然后采用钢筋混凝土浇注,自然条件下凝固十天左右。The foundation is one of the important components of the tower crane, and it is the final focus of the entire tower crane. The production of the foundation has high requirements. The existing foundation is mainly a concrete pouring type fixed foundation. The foundation needs to be compacted first, and the ground endurance meets a certain requirement, and then reinforced concrete is poured, and it solidifies for about ten days under natural conditions.
在现有设计中,如图1所示,固定式基础需要制作一个基坑,并且夯实基坑四周,回填一层鹅卵石,基坑周边砌砖或配模,再放置若干层编织好的钢筋支架,然后浇注混凝土。浇注时将预埋支腿一起浇注。浇注完成后,自然状态下凝固十天以上。In the existing design, as shown in Figure 1, the fixed foundation needs to make a foundation pit, and the surrounding of the foundation pit should be compacted, a layer of cobblestones should be backfilled, bricks or molds should be laid around the foundation pit, and several layers of braided steel support should be placed , and pour the concrete. When pouring, pour the embedded outriggers together. After the pouring is completed, solidify for more than ten days in the natural state.
上述现有技术存在以下缺陷:There is following defective in above-mentioned prior art:
1、固定式基础制作周期长,工艺复杂,经常出现浇注完成后,基础错位不能与塔身连接的现象;1. The production cycle of the fixed foundation is long and the process is complicated. After the pouring is completed, the foundation is dislocated and cannot be connected with the tower body;
2、使用完成后不可移动,只能成为建筑垃圾,无法再次回收利用,浇筑其中的固定支腿必须割除,造成资源浪费。2. It cannot be moved after use, and can only become construction waste, which cannot be recycled again. The fixed legs of the pouring must be cut off, resulting in waste of resources.
实用新型内容Utility model content
针对上述现有技术存在的问题,本实用新型提供一种拼装式塔式起重机基础,制作简单,周期短,避免浇注完成后,基础错位不能与塔身连接的现象;简化安装过程,方便拆装、转运,可循环回收利用,提高经济性。Aiming at the problems existing in the above-mentioned prior art, the utility model provides an assembled tower crane foundation, which is simple to manufacture and has a short cycle, which avoids the phenomenon that the foundation cannot be connected with the tower after pouring is completed; the installation process is simplified and disassembly is convenient , Transshipment, recyclable recycling, improve economy.
为了实现上述目的,本拼装式塔式起重机基础包括多个拼装在一起的基础块;In order to achieve the above purpose, the assembled tower crane foundation includes a plurality of assembled foundation blocks;
所述基础块的内部由竖板和横板交错焊接而成,外部由钢结构件、盖板一和盖板二焊接而成,构成箱体式结构。The inside of the basic block is welded by vertical plates and horizontal plates, and the outside is welded by steel structural parts, cover plate 1 and cover plate 2, forming a box structure.
进一步,所述基础块外壁上焊接有连接紧固件。Further, connecting fasteners are welded on the outer wall of the foundation block.
进一步,所述连接紧固件为楔形挂钩式结构。Further, the connecting fastener is a wedge-shaped hook structure.
进一步,在相邻基础块之间的间隙中放置有楔形块。Further, wedge-shaped blocks are placed in the gaps between adjacent foundation blocks.
与现有技术相比,本拼装式塔式起重机基础采用拼装式基础结构,具有以下有益效果:Compared with the prior art, the foundation of the assembled tower crane adopts the assembled foundation structure, which has the following beneficial effects:
1、制作简单,周期短,避免了浇注完成后,基础错位不能与塔身连接的现象;1. The production is simple and the cycle is short, which avoids the phenomenon that the foundation cannot be connected with the tower after the pouring is completed;
2、简化了安装过程,方便拆装、转运,可循环回收利用,提高了经济性。2. It simplifies the installation process, facilitates disassembly and transportation, and can be recycled and reused, which improves the economy.
附图说明Description of drawings
图1是现有基础结构示意图;Figure 1 is a schematic diagram of the existing infrastructure;
图2是本实用新型单体结构示意图;Fig. 2 is a schematic view of the monomer structure of the utility model;
图3是图2的A-A向视图;Fig. 3 is the A-A direction view of Fig. 2;
图4是连接紧固件安装位置示意图;Fig. 4 is a schematic diagram of the installation position of the connecting fastener;
图5是连接紧固件结构示意图;Fig. 5 is a structural schematic diagram of connecting fasteners;
图6是图5的B-B向视图;Fig. 6 is the B-B direction view of Fig. 5;
图7是本实用新型的基础整体结构示意图;Fig. 7 is a schematic diagram of the basic overall structure of the utility model;
图8是图7的A-A向视图;Fig. 8 is the A-A direction view of Fig. 7;
图9是图7的B-B向视图;Fig. 9 is the B-B direction view of Fig. 7;
图中:1、固定支腿,2、砼基础,3、基础块,4、钢结构件,5、竖板,6、盖板一,7、横板,8、盖板二,9、连接紧固件,10、楔形块。In the figure: 1. Fixed leg, 2. Concrete foundation, 3. Foundation block, 4. Steel structure, 5. Vertical plate, 6. Cover plate 1, 7. Horizontal plate, 8. Cover plate 2, 9. Connection Fastener, 10, wedge block.
具体实施方式detailed description
下面结合附图及实施例对本实用新型做进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is described further.
如图2、图3和图7所示,本拼装式塔式起重机基础包括多个拼装在一起的基础块3;As shown in Fig. 2, Fig. 3 and Fig. 7, the foundation of the assembled tower crane includes a plurality of foundation blocks 3 assembled together;
所述基础块3的内部由竖板5和横板7交错焊接而成,外部由钢结构件4、盖板一6和盖板二8焊接而成,构成箱体式结构。The inside of the basic block 3 is welded by vertical plates 5 and horizontal plates 7 staggeredly, and the outside is welded by steel structural parts 4, cover plate 1 6 and cover plate 2 8, forming a box structure.
进一步,如图4、图5和图6所示,所述基础块3外壁上焊接有连接紧固件9。通过基础块3外壁上焊接的多个连接紧固件9实现相邻基础块3之间的相互拼装固定。Further, as shown in FIG. 4 , FIG. 5 and FIG. 6 , connecting fasteners 9 are welded on the outer wall of the foundation block 3 . The mutual assembling and fixing between adjacent foundation blocks 3 is realized by a plurality of connecting fasteners 9 welded on the outer wall of the foundation blocks 3 .
进一步,如图5和图6所示,所述连接紧固件9为楔形挂钩式结构。通过楔形挂钩式结构实现多个基础块3之间的相互拼装固定,结构稳固可靠。Further, as shown in FIG. 5 and FIG. 6 , the connecting fastener 9 is a wedge-shaped hook structure. Through the wedge-shaped hook structure, mutual assembly and fixing among multiple foundation blocks 3 is realized, and the structure is stable and reliable.
进一步,如图7、图8和图9所示,在相邻基础块3之间的间隙中放置有楔形块10。在基础块3拼装完成后,通过楔形块10实现多个基础块3之间的锁紧效果,结构牢固安全可靠。Further, as shown in FIG. 7 , FIG. 8 and FIG. 9 , wedge-shaped blocks 10 are placed in the gaps between adjacent foundation blocks 3 . After the basic blocks 3 are assembled, the locking effect between the multiple basic blocks 3 is realized through the wedge block 10, and the structure is firm, safe and reliable.
如图7所示,本实用新型以16个基础块3作为实施例进行说明,将16个按照上述结构焊接构成的箱体式结构的基础块3依次摆放拼装到位,通过楔形挂钩式结构的连接紧固件9实现各个基础块3之间的固定,拼装完成后,再在相邻基础块3之间的间隙中放置楔形块10,实现基础块3之间及基础整体的锁紧效果。As shown in Figure 7, the utility model is described with 16 basic blocks 3 as an embodiment, and the 16 basic blocks 3 of the box-type structure welded according to the above structure are placed and assembled in place sequentially, through the wedge-shaped hook structure. The connecting fasteners 9 realize the fixation between the various foundation blocks 3. After the assembly is completed, wedge-shaped blocks 10 are placed in the gaps between the adjacent foundation blocks 3 to realize the locking effect between the foundation blocks 3 and the foundation as a whole.
综上所述,本拼装式塔式起重机基础采用拼装式基础结构,制作简单,周期短,避免了浇注完成后,基础错位不能与塔身连接的现象;简化了安装过程,方便拆装、转运,可循环回收利用,提高了经济性。To sum up, the foundation of this assembled tower crane adopts an assembled foundation structure, which is simple to manufacture and has a short cycle, which avoids the phenomenon that the foundation cannot be connected to the tower after pouring is completed; the installation process is simplified, and it is convenient to disassemble and transfer , Can be recycled, improving the economy.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620009700.1U CN205502058U (en) | 2016-01-04 | 2016-01-04 | Pin -connected panel tower crane foundation |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620009700.1U CN205502058U (en) | 2016-01-04 | 2016-01-04 | Pin -connected panel tower crane foundation |
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| CN205502058U true CN205502058U (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620009700.1U Expired - Lifetime CN205502058U (en) | 2016-01-04 | 2016-01-04 | Pin -connected panel tower crane foundation |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111675345A (en) * | 2020-06-17 | 2020-09-18 | 河海大学 | A Constructed Wetland for Rapid Assembly |
| CN112177029A (en) * | 2020-09-15 | 2021-01-05 | 重庆首页工程设计咨询有限责任公司 | A power tower foundation |
| CN115891747A (en) * | 2021-09-30 | 2023-04-04 | 上海电巴新能源科技有限公司 | A ground pretreatment method for a battery-swapping station and a manufacturing method for a battery-swapping station |
-
2016
- 2016-01-04 CN CN201620009700.1U patent/CN205502058U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111675345A (en) * | 2020-06-17 | 2020-09-18 | 河海大学 | A Constructed Wetland for Rapid Assembly |
| CN112177029A (en) * | 2020-09-15 | 2021-01-05 | 重庆首页工程设计咨询有限责任公司 | A power tower foundation |
| CN115891747A (en) * | 2021-09-30 | 2023-04-04 | 上海电巴新能源科技有限公司 | A ground pretreatment method for a battery-swapping station and a manufacturing method for a battery-swapping station |
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| GR01 | Patent grant | ||
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Granted publication date: 20160824 |