CN111517228A - Nonstandard layer tower crane special-shaped attachment system and installation method - Google Patents

Nonstandard layer tower crane special-shaped attachment system and installation method Download PDF

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CN111517228A
CN111517228A CN202010310523.1A CN202010310523A CN111517228A CN 111517228 A CN111517228 A CN 111517228A CN 202010310523 A CN202010310523 A CN 202010310523A CN 111517228 A CN111517228 A CN 111517228A
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layer
attachment
tower crane
floor
special
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赵文超
孙兆麟
邹锋
何朋
张文琴
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Shanghai Construction No 1 Group Co Ltd
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Shanghai Construction No 1 Group Co Ltd
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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
    • B66C23/18—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 specially adapted for use in particular purposes
    • B66C23/20—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 specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
    • B66C23/208—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 specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided from the side, e.g. by walls of buildings
    • 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
    • B66C23/18—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 specially adapted for use in particular purposes
    • B66C23/26—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 specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
    • B66C23/28—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 specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
    • 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

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Transportation (AREA)
  • Civil Engineering (AREA)
  • Jib Cranes (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention provides a non-standard layer tower crane special-shaped attachment system and an installation method, wherein the non-standard layer tower crane special-shaped attachment system comprises the following steps: set up the dysmorphism anchorage device on the nonstandard layer tower crane of each layer, wherein, every dysmorphism anchorage device includes: the attachment frame is sleeved on each layer of tower body of the non-standard layer tower crane and is fixed with each layer of tower body; and the base is fixed on the building wall body of each layer and is connected with the attachment frame of each layer through a second attachment rod and a third attachment rod respectively. The invention can be used for the installation of the non-conventional tower crane attached to the wall, and has the problems of long total construction time and higher construction cost. It has realized that tower body and superstructure are stable to be adhered to through dysmorphism attachment body adhering to vaulting pole, adhere to frame, base. Thereby ensuring the smooth construction of the upper non-standard layer structure. In addition, in order to overcome the problem that the upper attachment cannot be directly arranged on the building due to partial shrinkage of the main structure of the building, an attachment auxiliary support frame needs to be arranged. The purpose of attaching the tower crane to the wall is achieved by adopting the auxiliary supporting frame for installation, and smooth proceeding of engineering is guaranteed.

Description

非标层塔吊异形附着系统及安装方法Non-standard floor tower crane special-shaped attachment system and installation method

技术领域technical field

本发明涉及一种非标层塔吊异形附着系统及安装方法。The invention relates to a non-standard floor tower crane special-shaped attachment system and an installation method.

背景技术Background technique

目前，塔吊是建筑工地上最常用的一种起重设备又名“塔式起重机”，塔吊尖的功能是承受臂架拉绳及平衡臂拉绳传来的上部荷载，并通过回转塔架、转台、承座等结构部件方式直接通过转台传递给塔身结构。若起升超过一定高度，必须附着装置对塔身进行附着加固，为了提高塔机的稳定性和塔身的刚度，需在塔身的全高内设置若干层附着装置。At present, the tower crane is the most commonly used lifting equipment on construction sites, also known as "tower crane". The function of the tower crane tip is to bear the upper load from the jib pull rope and the balance arm pull rope, and pass the slewing tower, The turntable, bearing and other structural components are directly transmitted to the tower structure through the turntable. If the lifting exceeds a certain height, the tower body must be attached and reinforced by the attachment device. In order to improve the stability of the tower crane and the rigidity of the tower body, several layers of attachment devices need to be installed within the full height of the tower body.

在常规附着装置安装施工工艺现已相对成熟，但对于塔吊异形附着而言，施工安装难度较大，安装危险系数较大。The installation and construction technology of conventional attachment devices is relatively mature, but for the special-shaped attachment of tower cranes, the construction and installation are difficult and the installation risk factor is large.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种非标层塔吊异形附着系统及安装方法。The purpose of the present invention is to provide a non-standard floor tower crane special-shaped attachment system and installation method.

为解决上述问题，本发明提供一种非标层塔吊异形附着系统，包括设置于各层的非标层塔吊上的异形附着装置，其中，每个异形附着装置，包括：In order to solve the above problems, the present invention provides a special-shaped attachment system for non-standard floor tower cranes, including special-shaped attachment devices arranged on the non-standard floor tower cranes of each layer, wherein each special-shaped attachment device includes:

套在非标层塔吊的各层塔身上并与各层塔身固定的附着框；Attachment frame that is set on each tower body of non-standard tower crane and fixed with each layer tower body;

固定于各层的建筑物墙体上的基座，所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接。The base is fixed on the building wall of each layer, and the base is respectively connected with the attachment frame of each layer through the second attachment rod and the third attachment rod.

进一步的，上述系统中，每个异形附着装置还包括辅助支撑架，所述辅助支撑架包括：Further, in the above system, each special-shaped attachment device further includes an auxiliary support frame, and the auxiliary support frame includes:

水平撑杆，所述水平撑杆的一端与各层的建筑物立柱连接；a horizontal strut, one end of the horizontal strut is connected with the building columns on each floor;

竖向斜撑杆，所述竖向斜撑杆的一端与各层的建筑物墙体连接，所述竖向斜撑杆的另一端与所述水平撑杆的另一端连接；a vertical diagonal strut, one end of the vertical diagonal bracing is connected to the building walls of each layer, and the other end of the vertical diagonal bracing is connected to the other end of the horizontal bracing;

水平斜撑杆，所述水平斜撑杆的一端与各层的建筑物墙体连接，所述水平斜撑杆的另一端与所述水平撑杆的另一端连接；Horizontal diagonal bracing rod, one end of the horizontal diagonal bracing rod is connected with the building walls of each layer, and the other end of the horizontal diagonal bracing rod is connected with the other end of the horizontal bracing rod;

第一附着杆，所述第一附着杆的一端与所述水平撑杆的另一端连接，所述第一附着杆的另一端与各层的附着框连接。A first attachment rod, one end of the first attachment rod is connected with the other end of the horizontal strut, and the other end of the first attachment rod is connected with the attachment frame of each layer.

进一步的，上述系统中，所述水平撑杆、竖向斜撑杆和水平斜撑杆分别为槽钢、材质为Q235B。Further, in the above system, the horizontal strut, the vertical diagonal bracing and the horizontal diagonal bracing are respectively channel steel and made of Q235B.

进一步的，上述系统中，还包括设置于各层的建筑物墙体内的预埋板，各层的基座与各层的预埋板连接。Further, in the above-mentioned system, it also includes pre-embedded panels arranged in the building walls of each layer, and the bases of each layer are connected to the pre-embedded panels of each layer.

进一步的，上述系统中，所述预埋板为Q235B材质、厚度为20mm、长×宽不小于600×400mm。Further, in the above system, the pre-embedded board is made of Q235B material, has a thickness of 20mm, and a length×width of not less than 600×400mm.

根据本发明的另一面，还提供一种非标层塔吊异形附着系统的安装方法，包括在各层的非标层塔吊上安装异形附着装置，其中，在各层的非标层塔吊上安装异形附着装置，包括：According to another aspect of the present invention, a method for installing a special-shaped attachment system for a non-standard floor tower crane is also provided, comprising installing a special-shaped attachment device on the non-standard floor tower cranes of each floor, wherein the non-standard floor tower cranes of each floor are installed with special-shaped attachments. Attachment devices, including:

将附着框套在非标层塔吊的各层塔身上，并将各层的附着框与各层塔身固定；Put the attachment frame on the tower body of each layer of the non-standard tower crane, and fix the attachment frame of each layer to the tower body of each layer;

在各层的建筑物墙体上固定基座，将所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接。The bases are fixed on the building walls of each floor, and the bases are respectively connected to the attachment frames of each floor through the second attachment rod and the third attachment rod.

进一步的，上述方法中，将所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接之后，还包括安装辅助支撑架，其中，安装所述辅助支撑架包括：Further, in the above method, after the base is connected to the attachment frames of each layer through the second attachment rod and the third attachment rod respectively, it also includes installing an auxiliary support frame, wherein the installation of the auxiliary support frame includes:

将水平撑杆的一端与各层的建筑物立柱连接；Connect one end of the horizontal strut to the building column on each floor;

将所述竖向斜撑杆的一端与各层的建筑物墙体连接，将所述竖向斜撑杆的另一端与所述水平撑杆的另一端连接；connecting one end of the vertical diagonal strut with the building walls of each floor, and connecting the other end of the vertical diagonal strut with the other end of the horizontal strut;

将所述水平斜撑杆的一端与各层的建筑物墙体连接，将所述水平斜撑杆的另一端与所述水平撑杆的另一端连接；connecting one end of the horizontal diagonal strut with the building walls of each layer, and connecting the other end of the horizontal diagonal strut with the other end of the horizontal strut;

将第一附着杆的一端与所述水平撑杆的另一端连接，将所述第一附着杆的另一端与各层的附着框连接。One end of the first attachment rod is connected with the other end of the horizontal strut, and the other end of the first attachment rod is connected with the attachment frame of each layer.

进一步的，上述方法中，安装所述辅助支撑架包括，包括：Further, in the above method, installing the auxiliary support frame includes:

采用槽钢、材质为Q235B制作所述水平撑杆、竖向斜撑杆和水平斜撑杆。Channel steel, material Q235B is used to make the horizontal strut, vertical diagonal bracing and horizontal diagonal bracing.

进一步的，上述方法中，在各层的建筑物墙体上固定基座，包括：Further, in the above method, fixing the base on the building walls of each layer, comprising:

在各层的建筑物墙体内设置的预埋板，将各层的基座与各层的预埋板连接。The pre-embedded boards arranged in the building walls of each layer connect the bases of each layer with the pre-embedded panels of each layer.

进一步的，上述方法中，在各层的建筑物墙体内设置的预埋板，包括：Further, in the above method, the pre-embedded boards arranged in the building walls of each layer include:

采用Q235B材质、厚度为20mm、长×宽不小于600×400mm作为预埋板。Q235B material is used, the thickness is 20mm, and the length × width is not less than 600 × 400mm as the embedded board.

与现有技术相比，本发明包括：设置于各层的非标层塔吊上的异形附着装置，其中，每个异形附着装置，包括：套在非标层塔吊的各层塔身上并与各层塔身固定的附着框；固定于各层的建筑物墙体上的基座，所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接。本发明可用于非常规塔吊附墙安装，总施工时间长，施工成本较高的问题。它通过异形附着体附着撑杆、附着框、基座，实现了塔身与上部结构稳定附着。进而保证上部非标层结构顺利施工。另外，为了克服建筑物主体结构部分收缩，导致上部附着无法直接布置到建筑物上，需设置附着辅助支撑架。通过采用安装辅助支撑架达到塔吊附墙目的，保证工程的顺利进行。Compared with the prior art, the present invention includes: special-shaped attachment devices arranged on non-standard floor tower cranes on each floor, wherein each special-shaped attachment device includes: sleeved on each floor tower body of non-standard floor tower cranes and connected with each other. The attachment frame fixed on the tower body of the floor; the base fixed on the building wall of each floor, the base is respectively connected with the attachment frame of each floor through the second attachment rod and the third attachment rod. The invention can be used for the installation of unconventional tower cranes attached to the wall, and the total construction time is long and the construction cost is relatively high. It attaches the strut, the attachment frame and the base through the special-shaped attachment body, so as to realize the stable attachment of the tower body and the upper structure. In order to ensure the smooth construction of the upper non-standard layer structure. In addition, in order to overcome the shrinkage of the main structure of the building, so that the upper attachment cannot be directly arranged on the building, an auxiliary supporting frame for attachment needs to be provided. The purpose of attaching the tower crane to the wall is achieved by installing the auxiliary support frame to ensure the smooth progress of the project.

附图说明Description of drawings

图1是本发明一实施例的非标层塔吊异形附着系统的俯视图；1 is a top view of a non-standard floor tower crane special-shaped attachment system according to an embodiment of the present invention;

图2是本发明一实施例的非标层塔吊异形附着系统的侧视图；2 is a side view of a non-standard floor tower crane special-shaped attachment system according to an embodiment of the present invention;

图3是本发明一实施例的非标层塔吊异形附着系统的安装示意图；3 is an installation schematic diagram of a non-standard floor tower crane special-shaped attachment system according to an embodiment of the present invention;

1：水平撑杆，2：竖向斜撑杆，3水平斜撑杆，4；附着框，5：基座。1: Horizontal brace, 2: Vertical diagonal brace, 3 Horizontal diagonal brace, 4; Attachment frame, 5: Base.

具体实施方式Detailed ways

为使本发明的上述目的、特征和优点能够更加明显易懂，下面结合附图和具体实施方式对本发明作进一步详细的说明。In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be described in further detail below with reference to the accompanying drawings and specific embodiments.

如图1～3所示，本发明提供一种非标层塔吊异形附着系统，包括设置于各层的非标层塔吊上的异形附着装置100，其中，每个异形附着装置100，包括：As shown in FIGS. 1-3 , the present invention provides a special-shaped attachment system for a non-standard floor tower crane, including a special-shaped attachment device 100 arranged on the non-standard floor tower crane on each floor, wherein each special-shaped attachment device 100 includes:

套在非标层塔吊8的各层塔身上并与各层塔身固定的附着框4；The attachment frame 4 is set on the towers of each layer of the non-standard layer tower crane 8 and fixed with the towers of each layer;

固定于各层的建筑物墙体上的基座5，所述基座5分别通过第二附着杆72和第三附着杆73与各层的附着框4连接。The base 5 is fixed on the building wall of each floor, and the base 5 is connected with the attachment frame 4 of each floor through the second attachment rod 72 and the third attachment rod 73 respectively.

在此，本发明可用于非常规塔吊附墙安装，总施工时间长，施工成本较高的问题。它通过异形附着体附着撑杆、附着框、基座，实现了塔身与上部结构稳定附着。进而保证上部非标层结构顺利施工。Here, the present invention can be used for the installation of unconventional tower crane attached wall, the total construction time is long, and the construction cost is relatively high. It attaches the strut, the attachment frame and the base through the special-shaped attachment body, so as to realize the stable attachment of the tower body and the upper structure. In order to ensure the smooth construction of the upper non-standard layer structure.

优选的，每个异形附着装置100还包括辅助支撑架，所述辅助支撑架包括：Preferably, each special-shaped attachment device 100 further includes an auxiliary support frame, and the auxiliary support frame includes:

水平撑杆1，所述水平撑杆1的一端与各层的建筑物立柱6连接；A horizontal strut 1, one end of the horizontal strut 1 is connected with the building columns 6 on each floor;

竖向斜撑杆2，所述竖向斜撑杆2的一端与各层的建筑物墙体连接，所述竖向斜撑杆2的另一端与所述水平撑杆1的另一端连接；Vertical diagonal brace 2, one end of the vertical diagonal brace 2 is connected with the building walls of each layer, and the other end of the vertical diagonal brace 2 is connected with the other end of the horizontal brace 1;

水平斜撑杆3，所述水平斜撑杆3的一端与各层的建筑物墙体连接，所述水平斜撑杆3的另一端与所述水平撑杆1的另一端连接；Horizontal diagonal bracing rod 3, one end of the horizontal diagonal bracing rod 3 is connected with the building walls of each layer, and the other end of the horizontal diagonal bracing rod 3 is connected with the other end of the horizontal diagonal bracing rod 1;

第一附着杆71，所述第一附着杆71的一端与所述水平撑杆1的另一端连接，所述第一附着杆71的另一端与各层的附着框4连接。The first attachment rod 71, one end of the first attachment rod 71 is connected with the other end of the horizontal strut 1, and the other end of the first attachment rod 71 is connected with the attachment frame 4 of each layer.

在此，为了克服建筑物主体结构部分收缩，导致上部附着无法直接布置到建筑物上，需设置附着辅助支撑架。通过采用安装辅助支撑架达到塔吊附墙目的，保证工程的顺利进行。Here, in order to overcome the shrinkage of the main structure of the building, so that the upper attachment cannot be directly arranged on the building, an attachment auxiliary support frame is required. The purpose of attaching the tower crane to the wall is achieved by installing the auxiliary support frame to ensure the smooth progress of the project.

优选的，还包括设置于各层的建筑物墙体内的预埋板，各层的基座5与各层的预埋板连接。Preferably, it also includes pre-embedded boards arranged in the building walls of each layer, and the bases 5 of each layer are connected to the pre-embedded boards of each layer.

优选的，所述预埋板为Q235B材质、厚度为20mm、长×宽不小于600×400mm。Preferably, the pre-embedded board is made of Q235B material, with a thickness of 20 mm and a length x width of not less than 600 x 400 mm.

优选的，所述水平撑杆1、竖向斜撑杆2和水平斜撑杆3分别为槽钢、材质为Q235B。Preferably, the horizontal struts 1 , the vertical diagonal struts 2 and the horizontal diagonal struts 3 are respectively channel steel and made of Q235B.

如图1～3所示，本发明还提供一种非标层塔吊异形附着系统的安装方法，包括在各层的非标层塔吊上安装异形附着装置100，其中，在各层的非标层塔吊上安装异形附着装置100，包括：As shown in FIGS. 1 to 3 , the present invention also provides a method for installing a special-shaped attachment system for a non-standard floor tower crane, including installing a special-shaped attachment device 100 on the non-standard floor tower cranes on each floor, wherein the non-standard floor on each floor The special-shaped attachment device 100 is installed on the tower crane, including:

步骤S1，将附着框4套在非标层塔吊8的各层塔身上，并将各层的附着框4与各层塔身固定；Step S1, the attachment frame 4 is set on the tower bodies of each layer of the non-standard floor tower crane 8, and the attachment frame 4 of each layer is fixed to the tower bodies of each layer;

步骤S2，在各层的建筑物墙体上固定基座5，将所述基座5分别通过第二附着杆72和第三附着杆73与各层的附着框4连接。In step S2, the base 5 is fixed on the building wall of each layer, and the base 5 is connected to the attachment frame 4 of each layer through the second attachment rod 72 and the third attachment rod 73 respectively.

在此，本发明可用于非常规塔吊附墙安装，总施工时间长，施工成本较高的问题。它通过异形附着体附着撑杆、附着框、基座，实现了塔身与上部结构稳定附着。进而保证上部非标层结构顺利施工。Here, the present invention can be used for the installation of unconventional tower crane attached wall, the total construction time is long, and the construction cost is relatively high. It attaches the strut, the attachment frame and the base through the special-shaped attachment body, so as to realize the stable attachment of the tower body and the upper structure. In order to ensure the smooth construction of the upper non-standard layer structure.

优选的，步骤S2，在各层的建筑物墙体上固定基座5，将所述基座5分别通过第二附着杆72和第三附着杆73与各层的附着框4连接之后，还包括安装辅助支撑架，其中，安装所述辅助支撑架包括：Preferably, in step S2, the base 5 is fixed on the building walls of each layer, and after the base 5 is connected to the attachment frame 4 of each layer through the second attachment rod 72 and the third attachment rod 73 respectively, the base 5 is further Including installing an auxiliary support frame, wherein, installing the auxiliary support frame includes:

步骤S3，将水平撑杆1的一端与各层的建筑物立柱6连接；Step S3, connecting one end of the horizontal strut 1 with the building columns 6 on each floor;

步骤S4，将所述竖向斜撑杆2的一端与各层的建筑物墙体连接，将所述竖向斜撑杆2的另一端与所述水平撑杆1的另一端连接；Step S4, connecting one end of the vertical diagonal brace 2 with the building walls of each layer, and connecting the other end of the vertical diagonal brace 2 with the other end of the horizontal brace 1;

步骤S5，将所述水平斜撑杆3的一端与各层的建筑物墙体连接，将所述水平斜撑杆3的另一端与所述水平撑杆1的另一端连接；Step S5, connecting one end of the horizontal diagonal strut 3 with the building walls of each layer, and connecting the other end of the horizontal diagonal strut 3 with the other end of the horizontal strut 1;

步骤S6，将第一附着杆71的一端与所述水平撑杆1的另一端连接，将所述第一附着杆71的另一端与各层的附着框4连接。In step S6, one end of the first attachment rod 71 is connected to the other end of the horizontal strut 1, and the other end of the first attachment rod 71 is connected to the attachment frame 4 of each layer.

在此，为了克服建筑物主体结构部分收缩，导致上部附着无法直接布置到建筑物上，需设置附着辅助支撑架。通过采用安装辅助支撑架达到塔吊附墙目的，保证工程的顺利进行。Here, in order to overcome the shrinkage of the main structure of the building, so that the upper attachment cannot be directly arranged on the building, an attachment auxiliary support frame is required. The purpose of attaching the tower crane to the wall is achieved by installing the auxiliary support frame to ensure the smooth progress of the project.

优选的，步骤S2，在各层的建筑物墙体上固定基座5，包括：Preferably, in step S2, the base 5 is fixed on the building walls of each layer, including:

在各层的建筑物墙体内设置的预埋板，将各层的基座5与各层的预埋板连接。The pre-embedded panels arranged in the building walls of each layer connect the base 5 of each layer with the pre-embedded panels of each layer.

优选的，在各层的建筑物墙体内设置的预埋板，包括：Preferably, the embedded boards arranged in the building walls of each layer include:

采用Q235B材质、厚度为20mm、长×宽不小于600×400mm作为预埋板。Q235B material is used, the thickness is 20mm, and the length × width is not less than 600 × 400mm as the embedded board.

优选的，安装所述辅助支撑架包括，包括：Preferably, installing the auxiliary support frame includes:

采用槽钢、材质为Q235B制作所述水平撑杆1、竖向斜撑杆2和水平斜撑杆3。The horizontal strut 1 , the vertical oblique strut 2 and the horizontal oblique strut 3 are made of channel steel and the material is Q235B.

本说明书中各个实施例采用递进的方式描述，每个实施例重点说明的都是与其他实施例的不同之处，各个实施例之间相同相似部分互相参见即可。The various embodiments in this specification are described in a progressive manner, and each embodiment focuses on the differences from other embodiments, and the same and similar parts between the various embodiments can be referred to each other.

显然，本领域的技术人员可以对发明进行各种改动和变型而不脱离本发明的精神和范围。这样，倘若本发明的这些修改和变型属于本发明权利要求及其等同技术的范围之内，则本发明也意图包括这些改动和变型在内。Obviously, those skilled in the art can make various changes and modifications to the invention without departing from the spirit and scope of the invention. Thus, provided that these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.

Claims (10)

1.一种非标层塔吊异形附着系统，其特征在于，包括设置于各层的非标层塔吊上的异形附着装置，其中，每个异形附着装置，包括：1. a special-shaped attachment system of a non-standard floor tower crane, is characterized in that, comprises the special-shaped attachment device that is arranged on the non-standard floor tower crane of each layer, wherein, each special-shaped attachment device, comprises: 套在非标层塔吊的各层塔身上并与各层塔身固定的附着框；Attachment frame that is set on each tower body of non-standard tower crane and fixed with each layer tower body; 固定于各层的建筑物墙体上的基座，所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接。The base is fixed on the building wall of each layer, and the base is respectively connected with the attachment frame of each layer through the second attachment rod and the third attachment rod. 2.如权利要求1所述的非标层塔吊异形附着系统，其特征在于，每个异形附着装置还包括辅助支撑架，所述辅助支撑架包括：2. The non-standard floor tower crane special-shaped attachment system according to claim 1, wherein each special-shaped attachment device further comprises an auxiliary support frame, and the auxiliary support frame comprises: 水平撑杆，所述水平撑杆的一端与各层的建筑物立柱连接；a horizontal strut, one end of the horizontal strut is connected with the building columns on each floor; 竖向斜撑杆，所述竖向斜撑杆的一端与各层的建筑物墙体连接，所述竖向斜撑杆的另一端与所述水平撑杆的另一端连接；a vertical diagonal strut, one end of the vertical diagonal bracing is connected to the building walls of each layer, and the other end of the vertical diagonal bracing is connected to the other end of the horizontal bracing; 水平斜撑杆，所述水平斜撑杆的一端与各层的建筑物墙体连接，所述水平斜撑杆的另一端与所述水平撑杆的另一端连接；Horizontal diagonal bracing rod, one end of the horizontal diagonal bracing rod is connected with the building walls of each layer, and the other end of the horizontal diagonal bracing rod is connected with the other end of the horizontal bracing rod; 第一附着杆，所述第一附着杆的一端与所述水平撑杆的另一端连接，所述第一附着杆的另一端与各层的附着框连接。A first attachment rod, one end of the first attachment rod is connected with the other end of the horizontal strut, and the other end of the first attachment rod is connected with the attachment frame of each layer. 3.如权利要求2所述的非标层塔吊异形附着系统，其特征在于，所述水平撑杆、竖向斜撑杆和水平斜撑杆分别为槽钢、材质为Q235B。3 . The special-shaped attachment system for a tower crane on a non-standard floor according to claim 2 , wherein the horizontal struts, the vertical oblique struts and the horizontal oblique struts are respectively channel steel and made of Q235B. 4 . 4.如权利要求1所述的非标层塔吊异形附着系统，其特征在于，还包括设置于各层的建筑物墙体内的预埋板，各层的基座与各层的预埋板连接。4. The non-standard floor tower crane special-shaped attachment system as claimed in claim 1, is characterized in that, also comprises the pre-embedded board that is arranged in the building wall of each floor, the base of each floor and the pre-embedded board of each floor connect. 5.如权利要求4所述的非标层塔吊异形附着系统，其特征在于，所述预埋板为Q235B材质、厚度为20mm、长×宽不小于600×400mm。5 . The special-shaped attachment system for non-standard floor tower cranes according to claim 4 , wherein the pre-embedded plate is made of Q235B material, has a thickness of 20 mm, and a length×width of not less than 600×400 mm. 6 . 6.一种非标层塔吊异形附着系统的安装方法，其特征在于，包括在各层的非标层塔吊上安装异形附着装置，其中，在各层的非标层塔吊上安装异形附着装置，包括：6. An installation method of a non-standard layer tower crane special-shaped attachment system, characterized in that, comprising installing a special-shaped attachment device on the non-standard layer tower crane of each layer, wherein, installing a special-shaped attachment device on the non-standard layer tower crane of each layer, include: 将附着框套在非标层塔吊的各层塔身上，并将各层的附着框与各层塔身固定；Put the attachment frame on the tower body of each layer of the non-standard tower crane, and fix the attachment frame of each layer to the tower body of each layer; 在各层的建筑物墙体上固定基座，将所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接。The bases are fixed on the building walls of each floor, and the bases are respectively connected to the attachment frames of each floor through the second attachment rod and the third attachment rod. 7.如权利要求6所述的非标层塔吊异形附着系统的安装方法，其特征在于，将所述基座分别通过第二附着杆和第三附着杆与各层的附着框连接之后，还包括安装辅助支撑架，其中，安装所述辅助支撑架包括：7. The installation method of the non-standard floor tower crane special-shaped attachment system as claimed in claim 6, it is characterized in that, after connecting described base with the attachment frame of each layer through the second attachment rod and the third attachment rod respectively, also Including installing an auxiliary support frame, wherein, installing the auxiliary support frame includes: 将水平撑杆的一端与各层的建筑物立柱连接；Connect one end of the horizontal strut to the building column on each floor; 将所述竖向斜撑杆的一端与各层的建筑物墙体连接，将所述竖向斜撑杆的另一端与所述水平撑杆的另一端连接；connecting one end of the vertical diagonal strut with the building walls of each floor, and connecting the other end of the vertical diagonal strut with the other end of the horizontal strut; 将所述水平斜撑杆的一端与各层的建筑物墙体连接，将所述水平斜撑杆的另一端与所述水平撑杆的另一端连接；connecting one end of the horizontal diagonal strut with the building walls of each layer, and connecting the other end of the horizontal diagonal strut with the other end of the horizontal strut; 将第一附着杆的一端与所述水平撑杆的另一端连接，将所述第一附着杆的另一端与各层的附着框连接。One end of the first attachment rod is connected with the other end of the horizontal strut, and the other end of the first attachment rod is connected with the attachment frame of each layer. 8.如权利要求7所述的非标层塔吊异形附着系统的安装方法，其特征在于，安装所述辅助支撑架包括，包括：8. The installation method of the non-standard floor tower crane special-shaped attachment system as claimed in claim 7, is characterized in that, installing described auxiliary support frame comprises, comprises: 采用槽钢、材质为Q235B制作所述水平撑杆、竖向斜撑杆和水平斜撑杆。Channel steel, material Q235B is used to make the horizontal strut, vertical diagonal bracing and horizontal diagonal bracing. 9.如权利要求6所述的非标层塔吊异形附着系统的安装方法，其特征在于，在各层的建筑物墙体上固定基座，包括：9. The installation method of the non-standard floor tower crane special-shaped attachment system as claimed in claim 6, is characterized in that, fixing the base on the building wall of each floor, comprising: 在各层的建筑物墙体内设置的预埋板，将各层的基座与各层的预埋板连接。The pre-embedded boards arranged in the building walls of each layer connect the bases of each layer with the pre-embedded boards of each layer. 10.如权利要求9所述的非标层塔吊异形附着系统的安装方法，其特征在于，在各层的建筑物墙体内设置的预埋板，包括：10. The installation method of the non-standard floor tower crane special-shaped attachment system as claimed in claim 9, it is characterized in that, the pre-embedded plate that is arranged in the building wall of each floor, comprises: 采用Q235B材质、厚度为20mm、长×宽不小于600×400mm作为预埋板。Q235B material is used, the thickness is 20mm, and the length × width is not less than 600 × 400mm as the embedded board.
CN202010310523.1A 2020-04-20 2020-04-20 Nonstandard layer tower crane special-shaped attachment system and installation method Pending CN111517228A (en)

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CN115973933A (en) * 2022-12-19 2023-04-18 中国二十冶集团有限公司 An extra-long wall-attached device of a triangular system tower crane and its installation method

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Application publication date: 20200811