CN115324099A - A combined universal foundation and installation method - Google Patents

A combined universal foundation and installation method Download PDF

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Publication number
CN115324099A
CN115324099A CN202211112697.2A CN202211112697A CN115324099A CN 115324099 A CN115324099 A CN 115324099A CN 202211112697 A CN202211112697 A CN 202211112697A CN 115324099 A CN115324099 A CN 115324099A
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box body
pressing block
mounting plate
combined universal
embedded
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CN115324099B (en
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米成宏
徐孝
李玉杰
白银科
郭耀松
孙阿潭
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Xuzhou Construction Machinery Group Co Ltd XCMG
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Xuzhou Construction Machinery Group Co Ltd XCMG
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4128Elements with sockets receiving adjustable or removal nuts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/18Adjusting tools; Templates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
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  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Foundations (AREA)

Abstract

The invention discloses a combined universal foundation and an installation method, comprising a fixed part and a movable part connected with the fixed part; the fixing part comprises a bolt assembly, concrete arranged at the lower part of the bolt assembly and an installation plate arranged on the concrete, and the bolt assembly consists of a plurality of embedded bolts; the movable part comprises a box body, a pressing block assembly and supporting legs, the box body is arranged on the mounting plate, the supporting legs are arranged on the box body, and the pressing block assembly is arranged at the upper end of the embedded bolt and compresses the box body. According to the combined type universal foundation disclosed by the invention, when the tower crane is required to be installed in a switching manner, the universal purpose can be realized only by moving the position of the rigid box body, changing the installation position of the pressing block assembly and replacing the supporting legs, so that the resource waste and the cost are reduced, and the reasonable utilization of materials is realized.

Description

一种组合式通用基础及安装方法A combined universal foundation and its installation method

技术领域technical field

本发明涉及一种组合式通用基础及安装方法,属于塔式起重机技术领域。The invention relates to a combined universal foundation and an installation method, belonging to the technical field of tower cranes.

背景技术Background technique

基础是塔式起重机上的重要结构件之一,位于塔机最底部需承受整机载荷。厂内塔机型号繁多,基础多式多样。现有固定式基础,截面固定无法调整,只能满足吨位相近塔机重复使用,无法满足吨位差别大且塔身截面差异大的超大型塔机。市面上大多数大吨位塔机均是采用一机一基础的形式,无法实现基础的多次利用,安装成本提高,且立塔工时增加。The foundation is one of the important structural parts of the tower crane, which is located at the bottom of the tower crane and needs to bear the load of the whole machine. There are many types of tower cranes in the factory, and the foundations are various. The existing fixed foundation has a fixed section and cannot be adjusted, which can only meet the repeated use of tower cranes with similar tonnages, but cannot meet the needs of super-large tower cranes with large tonnage differences and large differences in tower body sections. Most of the large-tonnage tower cranes on the market adopt the form of one machine and one foundation, which cannot realize the multiple utilization of the foundation, increases the installation cost, and increases the man-hours for erecting the tower.

发明内容Contents of the invention

针对上述现有技术存在的问题,本发明提供一种组合式通用基础,能满足不同塔身截面的安装需求。In view of the above-mentioned problems in the prior art, the present invention provides a combined universal foundation, which can meet the installation requirements of different tower body sections.

本发明还提供了一种该组合式通用基础的安装方法。The invention also provides a method for installing the combined universal foundation.

为了实现上述目的,本发明采用的一种组合式通用基础,包括固定部、与固定部相连的移动部;In order to achieve the above object, a combined universal foundation adopted by the present invention includes a fixed part and a moving part connected with the fixed part;

所述固定部包括螺栓组件、安装在螺栓组件下部的混凝土及安装在混凝土上的安装板,所述螺栓组件由若干预埋螺栓组成;The fixing part includes a bolt assembly, concrete installed on the lower part of the bolt assembly and a mounting plate installed on the concrete, and the bolt assembly is composed of several pre-embedded bolts;

所述移动部包括安装在安装板上的箱体、压块组件和支腿,所述箱体放置在安装板上,箱体上安装有所述支腿,所述压块组件安装在预埋螺栓的上端并压紧箱体。The moving part includes a box installed on the mounting plate, a pressing block assembly and legs, the box is placed on the mounting plate, the legs are installed on the box, and the pressing block assembly is installed on the pre-embedded The upper end of the bolt and compress the box body.

作为改进,所述安装板上方的预埋螺栓的高度高于箱体和压块组件的总高度。As an improvement, the height of the embedded bolts above the mounting plate is higher than the total height of the box body and the pressing block assembly.

作为改进,所述箱体上端通过法兰盘与所述支腿连接。As an improvement, the upper end of the box is connected to the leg through a flange.

作为改进,所述预埋螺栓设有四组,每组预埋螺栓内设有一个箱体和若干压块组件。As an improvement, there are four groups of embedded bolts, and each group of embedded bolts is provided with a box body and several pressing block assemblies.

作为改进,所述压块组件包括若干长方形压块,所述压块通过螺母安装在预埋螺栓上,压块底部压紧在箱体的两端。As an improvement, the pressing block assembly includes several rectangular pressing blocks, the pressing blocks are installed on the pre-embedded bolts through nuts, and the bottoms of the pressing blocks are pressed against both ends of the box body.

作为改进,所述螺母与压块间设有垫片。As an improvement, a gasket is provided between the nut and the pressing block.

作为改进,所述安装板与预埋螺栓连接。As an improvement, the mounting plate is connected with embedded bolts.

作为改进,所述组合式通用基础呈十字形。As an improvement, the combined universal foundation is in the shape of a cross.

另外,本发明还提供了一种所述组合式通用基础的安装方法,包括以下步骤:在混凝土内预埋螺栓,然后在预埋螺栓上安装安装板,将箱体放置在安装板上并用压块组件紧固,通过箱体上的支腿连接塔身;In addition, the present invention also provides a method for installing the combined universal foundation, which includes the following steps: pre-embed bolts in the concrete, then install a mounting plate on the pre-embedded bolts, place the box on the mounting plate and press The block assembly is fastened and connected to the tower body through the legs on the box body;

当需要切换安装塔机时,移动箱体、改变压块组件的安装位置及更换支腿即可。When it is necessary to switch and install the tower crane, it is enough to move the box body, change the installation position of the briquetting block assembly and replace the supporting legs.

与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:

1、该组合式通用基础通过调整与塔机支腿连接的箱体位置,可实现多系列机型的基础通用,避免基础只能用于一种机型而造成的资源浪费及成本增加。1. By adjusting the position of the box connected to the outriggers of the tower crane, the combined universal foundation can realize the common foundation of multiple series of models, avoiding the waste of resources and cost increase caused by the foundation being only used for one model.

2、该组合式通用基础通过调整压紧在箱体上的压块组件的数量可以满足不同机型基础承受载荷不同的需求,在适用于多种机型的情况下实现了材料的合理利用。2. The combined universal foundation can meet the different load requirements of the foundation of different models by adjusting the number of pressing block components pressed on the box body, and realizes the rational use of materials in the case of being applicable to various models.

附图说明Description of drawings

图1为本发明的结构示意图(隐藏了底部的混凝土);Fig. 1 is a structural representation of the present invention (concrete that hides the bottom);

图2为本发明中预埋螺栓的结构示意图;Fig. 2 is the structural representation of embedded bolt among the present invention;

图3为本发明更换不同支腿连接不同型号塔机的示意图;Fig. 3 is the schematic diagram that the present invention replaces different supporting legs and connects different types of tower cranes;

图中:1、预埋螺栓,2、箱体,3、压块组件,4、支腿,5、安装板。In the figure: 1. Embedded bolts, 2. Box body, 3. Press block assembly, 4. Outriggers, 5. Mounting plate.

具体实施方式Detailed ways

为使本发明的目的、技术方案和优点更加清楚明了,下面对本发明进行进一步详细说明。但是应该理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限制本发明的范围。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below. However, it should be understood that the specific embodiments described here are only used to explain the present invention, and are not intended to limit the scope of the present invention.

除非另有定义,本文所使用的所有的技术术语和科学术语与属于本发明的技术领域的技术人员通常理解的含义相同,本文中在本发明的说明书中所使用的术语只是为了描述具体的实施例的目的,不是旨在于限制本发明。Unless otherwise defined, all technical terms and scientific terms used herein have the same meaning as commonly understood by those skilled in the technical field of the present invention, and the terms used in the description of the present invention herein are only to describe specific implementations The purpose of the example is not intended to limit the present invention.

实施例1Example 1

如图1、图2所示,一种组合式通用基础,所述组合式通用基础呈十字形,支撑稳固性高,组合式通用基础包括固定部与移动部,所述固定部包括螺栓组件、安装在螺栓组件下部的混凝土及安装在混凝土上的安装板5,所述螺栓组件由若干预埋螺栓1组成;As shown in Figure 1 and Figure 2, a combined universal foundation, the combined universal foundation is cross-shaped, with high support stability, the combined universal foundation includes a fixed part and a moving part, and the fixed part includes a bolt assembly, The concrete installed on the lower part of the bolt assembly and the installation plate 5 installed on the concrete, the bolt assembly is composed of a number of embedded bolts 1;

所述移动部包括安装在安装板5上的箱体2、压块组件3和支腿4,所述箱体2放置在安装板5上,箱体2上安装有所述支腿4,所述压块组件3安装在预埋螺栓1的上端并压紧箱体2。本发明通过在混凝土内预埋有多个高强螺栓,使用箱体2在混凝土外承受主要载荷,预埋螺栓1连接有多块压块组件3并压紧箱体2,箱体2通过法兰盘连接支腿结构,支腿上接塔身。在切换所需安装塔机时,仅需移动刚性箱体的位置、改变压块组件安装位置及更换支腿即可实现通用。The moving part includes a box body 2, a briquetting block assembly 3 and a leg 4 installed on the mounting plate 5, the box body 2 is placed on the mounting plate 5, and the leg 4 is installed on the box body 2, so The pressing block assembly 3 is installed on the upper end of the pre-embedded bolt 1 and compresses the box body 2. In the present invention, a plurality of high-strength bolts are pre-embedded in the concrete, and the box body 2 is used to bear the main load outside the concrete. The embedded bolts 1 are connected with a plurality of briquetting components 3 to compress the box body 2, and the box body 2 passes through the flange. The plate is connected to the outrigger structure, and the outrigger is connected to the tower body. When switching the tower crane to be installed, it is only necessary to move the position of the rigid box, change the installation position of the briquetting block assembly and replace the legs to achieve universal use.

作为实施例的改进,如图1、图2所示,所述预埋螺栓1为预埋件,预埋螺栓1的下部埋入砼基础(混凝土),相对位置不可变化,预埋螺栓1的上部裸露,裸露长度需高于箱体2及压块组件3的总高度,便于后续安装螺母,以实现箱体2及压块组件3的紧固。预埋螺栓1的实际布置数量应多于实际使用数量,当移动箱体2位置改变支腿4间的间距,此时需调整压块组件3与预埋螺栓1的连接位置或者数量,以此保证压块组件3完全压住箱体2,即可实现基础通用。As an improvement of the embodiment, as shown in Fig. 1 and Fig. 2, the embedded bolt 1 is an embedded part, and the lower part of the embedded bolt 1 is embedded in the concrete foundation (concrete), and the relative position cannot be changed. The upper part is exposed, and the exposed length needs to be higher than the total height of the box body 2 and the pressing block assembly 3, so as to facilitate the subsequent installation of nuts to realize the fastening of the box body 2 and the pressing block assembly 3. The actual number of pre-embedded bolts 1 should be more than the actual number used. When moving the position of the box body 2 to change the distance between the legs 4, it is necessary to adjust the connection position or number of the pressure block assembly 3 and the pre-embedded bolts 1, so that Ensure that the pressing block assembly 3 completely presses the box body 2, and the basic common use can be realized.

作为实施例的改进,所述箱体2的上端通过法兰盘与所述支腿4连接,支腿拆装便捷,切换安装塔机效率高。As an improvement of the embodiment, the upper end of the box body 2 is connected to the outrigger 4 through a flange, the outriggers are easy to assemble and disassemble, and the efficiency of switching and installing the tower crane is high.

作为实施例的改进,如图1所示,所述预埋螺栓1设有四组,每组预埋螺栓1内设有一个箱体2和若干压块组件3。具体的,每一组预埋螺栓1包括两行螺栓,两行螺栓对称布置在箱体2的两侧,相对的两个螺栓之间连接一个压块组件3,通过拧紧螺母保证多个压块组件3能压紧箱体2,对于不同型号的塔机可以通过调整压块组件3的使用数量满足强度要求。As an improvement of the embodiment, as shown in FIG. 1 , four groups of embedded bolts 1 are provided, and each group of embedded bolts 1 is provided with a box body 2 and several pressing block assemblies 3 . Specifically, each group of pre-embedded bolts 1 includes two rows of bolts, and the two rows of bolts are symmetrically arranged on both sides of the box body 2, and a briquetting block assembly 3 is connected between the two opposite bolts, and multiple briquetting blocks are secured by tightening the nuts. The component 3 can compress the box body 2, and for different types of tower cranes, the number of the pressing block components 3 can be adjusted to meet the strength requirements.

作为实施例的进一步改进,所述压块组件3包括长方形压块和垫片,方形压块通过螺母配合垫片安装在预埋螺栓1上,方便改变压块组件安装位置,压块底部压紧在箱体2的两端,连接更稳固。As a further improvement of the embodiment, the briquetting block assembly 3 includes a rectangular briquetting block and a gasket. The square briquetting block is installed on the embedded bolt 1 through a nut and a gasket, which is convenient for changing the installation position of the briquetting block assembly. The bottom of the briquetting block is pressed tightly. At both ends of the box body 2, the connection is more stable.

作为实施例的改进,所述安装板5的两端开有若干安装孔,预埋螺栓1穿过安装板5上的安装孔,确保安装板5的水平、稳固。As an improvement of the embodiment, several mounting holes are opened at both ends of the mounting plate 5 , and the embedded bolts 1 pass through the mounting holes on the mounting plate 5 to ensure the level and stability of the mounting plate 5 .

另外,一种所述组合式通用基础的安装方法,包括以下步骤:在混凝土内预埋螺栓,然后在预埋螺栓1上安装安装板5,将箱体2放置在安装板5上并用压块组件3紧固,通过箱体2上的支腿4连接塔身;In addition, a method for installing the combined universal foundation includes the following steps: pre-embed bolts in the concrete, and then install a mounting plate 5 on the pre-embedded bolts 1, place the box body 2 on the mounting plate 5 and use a pressing block The component 3 is fastened and connected to the tower body through the legs 4 on the box body 2;

当需要切换安装塔机时,移动箱体2、改变压块组件3的安装位置及更换支腿4即可。When it is necessary to switch and install the tower crane, it is enough to move the box body 2, change the installation position of the briquetting block assembly 3 and replace the support leg 4.

具体使用时,如图3所示,基础在更换不同支腿连接不同型号塔机时,由图3(a)更改为图3(b)的原因为L1与L2不同,即所安装塔机的塔身主弦中心线间距离不同,在预埋螺栓1位置不发生改变的情况下,先需拆除压在箱体2上的压块组件3,调整箱体2放置位置(减少箱体2之间的间距),重新压上压块组件3,需保证压块组件3能够全部压紧在箱体2上,可发现此时使用(即与压块组件3连接)的预埋螺栓1与调整前使用的预埋螺栓1存在不同。In specific use, as shown in Figure 3, when the foundation is replaced with different outriggers to connect different types of tower cranes, the reason for changing from Figure 3(a) to Figure 3(b) is that L1 and L2 are different, that is, the tower crane installed The distance between the centerlines of the main chords of the tower body is different. If the position of the embedded bolt 1 does not change, the pressing block assembly 3 pressed on the box body 2 needs to be removed first, and the placement position of the box body 2 should be adjusted (reducing the position of the box body 2). space between), re-press the pressing block assembly 3, and ensure that the pressing block assembly 3 can be completely pressed on the box body 2, and it can be found that the embedded bolt 1 used at this time (that is, connected with the pressing block assembly 3) and the adjustment There are differences in the pre-embedded bolts 1 used before.

本发明的组合式通用基础,在切换所需安装塔机时,仅需移动刚性箱体位置、改变压块组件安装位置及更换支腿即可实现通用,使吨位差别较大的塔机共同使用一套基础,减少了资源浪费及成本,实现了材料合理利用。The combined universal foundation of the present invention can be used universally by only moving the position of the rigid box, changing the installation position of the briquetting block assembly and replacing the outriggers when switching the tower cranes to be installed, so that tower cranes with large tonnage differences can be used together A set of foundations reduces the waste of resources and costs, and realizes the rational use of materials.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换或改进等,均应包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Any modification, equivalent replacement or improvement made within the spirit and principles of the present invention shall be included in the protection of the present invention. within range.

Claims (9)

1.一种组合式通用基础,其特征在于,包括固定部、与固定部相连的移动部;1. A combined universal foundation, characterized in that it comprises a fixed part, a moving part connected with the fixed part; 所述固定部包括螺栓组件、安装在螺栓组件下部的混凝土及安装在混凝土上的安装板(5),所述螺栓组件由若干预埋螺栓(1)组成;The fixing part includes a bolt assembly, concrete installed on the lower part of the bolt assembly and a mounting plate (5) installed on the concrete, and the bolt assembly is composed of several embedded bolts (1); 所述移动部包括安装在安装板(5)上的箱体(2)、压块组件(3)和支腿(4),所述箱体(2)放置在安装板(5)上,箱体(2)上安装有所述支腿(4),所述压块组件(3)安装在预埋螺栓(1)的上端并压紧箱体(2)。The moving part includes a box (2), a pressing block assembly (3) and legs (4) installed on the mounting plate (5), the box (2) is placed on the mounting plate (5), and the box The support leg (4) is installed on the body (2), and the pressing block assembly (3) is installed on the upper end of the embedded bolt (1) and presses the box body (2). 2.根据权利要求1所述的一种组合式通用基础,其特征在于,所述安装板(5)上方的预埋螺栓(1)的高度高于箱体(2)和压块组件(3)的总高度。2. A combined universal foundation according to claim 1, characterized in that the height of the embedded bolts (1) above the mounting plate (5) is higher than that of the box body (2) and the pressing block assembly (3 ) total height. 3.根据权利要求1所述的一种组合式通用基础,其特征在于,所述箱体(2)上端通过法兰盘与所述支腿(4)连接。3. A combined universal foundation according to claim 1, characterized in that the upper end of the box (2) is connected to the leg (4) through a flange. 4.根据权利要求1所述的一种组合式通用基础,其特征在于,所述预埋螺栓(1)设有四组,每组预埋螺栓(1)内设有一个箱体(2)和若干压块组件(3)。4. A combined universal foundation according to claim 1, characterized in that four groups of embedded bolts (1) are provided, and each group of embedded bolts (1) is provided with a box (2) And several briquetting components (3). 5.根据权利要求1所述的一种组合式通用基础,其特征在于,所述压块组件(3)包括长方形压块,所述压块通过螺母安装在预埋螺栓(1)上,压块底部压紧在箱体(2)的两端。5. A combined universal foundation according to claim 1, characterized in that, the briquetting block assembly (3) comprises a rectangular briquetting block, and the briquetting block is installed on the pre-embedded bolt (1) through a nut, and the pressing block Block bottom is compressed on the two ends of casing (2). 6.根据权利要求5所述的一种组合式通用基础,其特征在于,所述螺母与压块间设有垫片。6. A combined universal foundation according to claim 5, characterized in that a gasket is provided between the nut and the pressing block. 7.根据权利要求1所述的一种组合式通用基础,其特征在于,所述安装板(5)与预埋螺栓(1)连接。7. A combined universal foundation according to claim 1, characterized in that, the mounting plate (5) is connected to the embedded bolt (1). 8.根据权利要求1所述的一种组合式通用基础,其特征在于,所述组合式通用基础呈十字形。8. A combined universal foundation according to claim 1, characterized in that the combined universal foundation is in the shape of a cross. 9.一种权利要求1-8任一项所述组合式通用基础的安装方法,其特征在于,包括以下步骤:在混凝土内预埋螺栓,然后在预埋螺栓(1)上安装安装板(5),将箱体(2)放置在安装板(5)上并用压块组件(3)紧固,通过箱体(2)上的支腿(4)连接塔身;9. A method for installing the combined universal foundation according to any one of claims 1-8, characterized in that it comprises the following steps: pre-embed bolts in the concrete, and then install the mounting plate on the pre-embedded bolts (1) ( 5), place the box body (2) on the mounting plate (5) and fasten it with the pressing block assembly (3), and connect the tower body through the legs (4) on the box body (2); 当需要切换安装塔机时,移动箱体(2)、改变压块组件(3)的安装位置及更换支腿(4)即可。When it is necessary to switch and install the tower crane, it is only necessary to move the box body (2), change the installation position of the briquetting block assembly (3) and replace the supporting legs (4).
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CN216339647U (en) * 2021-11-03 2022-04-19 福建建中建设科技有限责任公司 Novel pre-buried bolt structure of tower crane foundation location
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CN2546426Y (en) * 2002-05-30 2003-04-23 山西省工程机械厂 Combined base for tower crane
JP2004285721A (en) * 2003-03-24 2004-10-14 Tokyo Electric Power Co Inc:The Power transmission tower foundation using small anchoring materials
CN202785396U (en) * 2012-09-11 2013-03-13 张月梅 Combined base of tower type crane
CN203247601U (en) * 2013-04-28 2013-10-23 张月梅 Tower crane assembled base
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CN212896443U (en) * 2020-06-04 2021-04-06 中国核工业华兴建设有限公司 Assembled steel construction tower machine basis
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CN216339647U (en) * 2021-11-03 2022-04-19 福建建中建设科技有限责任公司 Novel pre-buried bolt structure of tower crane foundation location
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