CN217175627U - Large flower-stand beam-riding type hanging basket structure for outer vertical face of commercial skirt house building - Google Patents

Large flower-stand beam-riding type hanging basket structure for outer vertical face of commercial skirt house building Download PDF

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CN217175627U
CN217175627U CN202123034676.7U CN202123034676U CN217175627U CN 217175627 U CN217175627 U CN 217175627U CN 202123034676 U CN202123034676 U CN 202123034676U CN 217175627 U CN217175627 U CN 217175627U
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riding
hanging basket
bracket
plate
steel plate
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徐名尉
白贺昶
张丽艳
丁文玲
李博
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Abstract

The utility model provides a beam type hanging flower basket structure is ridden to big flower stand for outer facade of commercial skirt house building, including skirt house roof boarding, two-layer structure flower frame roof beam and ride roof beam hanging flower basket device, ride roof beam hanging flower basket device and include hanging flower basket suspension mechanism, roof beam structure and rear support lower floor's anchor subassembly are ridden to the fore-stock upper strata, hanging flower basket suspension mechanism includes the crossbeam, the support upper prop, support lower prop and hanging flower basket, the roof beam structure is ridden including the top steel sheet to the fore-stock upper strata, end steel sheet and vertical split screw, rear support lower floor's anchor subassembly is including striding layer drawknot wire rope and splint. The utility model discloses cancelled the counter weight and the back support device of traditional hanging flower basket, do not influence the skirt house roofing construction when can realizing building facade outer wall and curtain construction, the effectual difficult problem of avoiding the interface construction conflict, greatly reduced construction cost in actual construction application process, and have very big promotion to construction rectification rate and construction progress.

Description

一种用于商业裙房建筑外立面的大花架骑梁式吊篮结构A large flower stand riding beam type hanging basket structure for the exterior facade of commercial podium buildings

技术领域technical field

本实用新型属于吊篮结构领域,特别是一种用于商业裙房建筑外立面的大花架骑梁式吊篮。The utility model belongs to the field of hanging basket structures, in particular to a large flower stand riding beam type hanging basket used for the exterior facade of commercial podium buildings.

背景技术Background technique

裙房是指在高层建筑主体投影范围外,与高层建筑相连的建筑高度不超过24米的附属建筑。现有商业裙房建筑为了造型设计,经常在裙房屋面上设计花架层,层高超过5米。但是在施工高层建筑主体时,应用传统平衡式配重式吊篮施工,前支架安装在框架梁上时不容易稳定,后支架及配重搭设满堂脚手架支撑,会占用裙房屋面的部分空间,这使得建筑外立面外墙及幕墙安装施工与裙房屋面的防水、保温、面层等施工一直存在界面施工冲突的难题。The podium refers to the attached buildings with a height of no more than 24 meters connected to the high-rise building outside the main projection range of the high-rise building. For the modeling design of existing commercial podium buildings, flower racks are often designed on the podium surface, with a floor height of more than 5 meters. However, when constructing the main body of a high-rise building, the traditional balanced counterweight hanging basket is used, and the front bracket is not easy to stabilize when installed on the frame beam. The rear bracket and counterweight are set up with scaffolding support, which will occupy part of the podium floor space. As a result, there has always been a problem of interface construction conflicts between the installation of the exterior wall and the curtain wall of the building and the construction of the waterproofing, thermal insulation and surface layer of the podium surface.

实用新型内容Utility model content

本实用新型的目的是提供一种用于商业裙房建筑外立面的大花架骑梁式吊篮结构,要解决施工带商业裙房建筑的高层建筑主体时,应用传统平衡式配重式吊篮存在建筑外立面外墙及幕墙安装施工与裙房屋面施工在施工空间上冲突的技术问题。The purpose of this utility model is to provide a large flower stand riding beam type hanging basket structure used for the exterior facade of commercial podium buildings. To solve the problem of constructing the main body of a high-rise building with a commercial podium building, the traditional balanced counterweight type hanging basket is used. The basket has the technical problem of conflict in the construction space between the installation and construction of the facade and the curtain wall of the building and the construction of the podium surface.

为实现上述目的,本实用新型采用如下技术方案:To achieve the above object, the utility model adopts the following technical solutions:

一种用于商业裙房建筑外立面的大花架骑梁式吊篮结构,设置在建筑外立面的外侧与裙房屋面板之间,包括裙房屋面板、两层结构花架梁和骑梁吊篮装置,所述骑梁吊篮装置包括吊篮悬挂机构、前支架上层骑梁架和后支架下层锚固组件,The utility model relates to a large flower stand riding beam type hanging basket structure used for the exterior facade of a commercial podium building, which is arranged between the outer side of the building facade and the podium building panel, including the skirt building panel, the two-layer structure flower trellis beam and the riding beam hanging basket. A basket device, the beam-riding hanging basket device comprises a hanging basket suspension mechanism, an upper-layer riding beam frame of the front support and an anchoring assembly of the lower-layer rear support,

所述吊篮悬挂机构包括横梁、支架上柱、支架下柱和悬吊平台,所述支架上柱和支架下柱分设在横梁中部的上下两侧并正对,三者在交接位置通过插杆固定连接,所述悬吊平台通过钢丝绳悬吊固定连接在横梁的前端部,所述支架上柱的顶端分别与横梁的前端部通过前段钢丝绳拉接,支架上柱的顶端分别与横梁的后端部通过后段钢丝绳拉接,所述支架下柱的底部固定连接在前支架上层骑梁架的顶部,The hanging basket suspension mechanism includes a beam, an upper column of a bracket, a lower column of the bracket and a suspension platform. The upper column of the bracket and the lower column of the bracket are respectively arranged on the upper and lower sides of the middle of the beam and face each other. Fixed connection, the suspension platform is suspended and fixedly connected to the front end of the beam through the wire rope, the top end of the upper column of the bracket is respectively connected with the front end of the beam through the wire rope of the front section, and the top end of the upper column of the bracket is respectively connected with the rear end of the beam The part is pulled and connected by the rear steel wire rope, and the bottom of the lower column of the bracket is fixedly connected to the top of the upper level riding beam of the front bracket,

所述前支架上层骑梁架包括顶钢板、底钢板和竖向的对拉螺杆,顶钢板和底钢板上下正对,所述顶钢板落置在上层结构花架梁的顶侧,所述底钢板顶托在上层结构花架梁的底侧,所述对拉螺杆共四根,竖向对拉顶钢板以及底钢板的四个角部,The upper level riding beam frame of the front support includes a top steel plate, a bottom steel plate and a vertical pair of tensioning screws, the top steel plate and the bottom steel plate are facing up and down, the top steel plate is placed on the top side of the superstructure flower stand beam, and the bottom steel plate is The top is supported on the bottom side of the planter beam of the superstructure. There are four pairs of pulling screws in total, and the four corners of the top steel plate and the bottom steel plate are vertically pulled against each other.

所述支架下柱的底端固定连接在顶钢板的中央,The bottom end of the lower column of the bracket is fixedly connected to the center of the top steel plate,

所述横梁的后端部通过后支架下层锚固组件与下层结构花架梁的顶部拉接,所述后支架下层锚固组件包括跨层拉结钢丝绳和夹板,所述跨层拉结钢丝绳的顶端拉接横梁的后端部,跨层拉结钢丝绳的底端拉接夹板,所述夹板固定连接在下层结构花架梁的顶部。The rear end of the cross beam is connected to the top of the planter beam of the lower structure through the lower anchoring assembly of the rear support. At the rear end of the beam, the bottom end of the cross-layer knotted steel wire rope is connected to a splint, and the splint is fixedly connected to the top of the lower structure flower stand beam.

所述支架下柱与顶钢板之间设有一组肋板,所述肋板斜向设置,肋板的顶端固定连接在支架下柱的底部四周,肋板的底端固定连接在顶钢板的上侧。A set of ribs is arranged between the lower column of the support and the top steel plate, the ribs are arranged obliquely, the top of the ribs is fixedly connected around the bottom of the lower column of the support, and the bottom end of the ribs is fixedly connected to the top of the top steel plate. side.

所述肋板共四块,由钢管或者钢板制成,均布在支架下柱的四周。There are four rib plates in total, which are made of steel pipes or steel plates, and are evenly distributed around the lower column of the support.

所述夹板为L型板,包括水平板和竖向板,所述夹板夹设在下层结构花架梁的外侧阳角部,所述水平板紧贴下层结构花架梁的上侧表面并通过锚固件锚固,所述竖向板紧贴下层结构花架梁的外侧侧表面并通过锚固件锚固。The splint is an L-shaped plate, including a horizontal plate and a vertical plate, and the splint is clamped at the outer corner of the lower structure planter beam, and the horizontal plate is in close contact with the upper surface of the lower structure planter beam and passes through the anchors. For anchoring, the vertical plate is closely attached to the outer side surface of the planter beam of the lower structure and is anchored by anchors.

所述锚固件为膨胀螺栓。The anchors are expansion bolts.

所述水平板的上侧表面中央固定连接有拉接耳板,所述跨层拉结钢丝绳的底端通过拉接耳板拉接水平板。The center of the upper side surface of the horizontal plate is fixedly connected with a pulling-connecting lug plate, and the bottom end of the cross-layer pulling-knotting wire rope is pulled and connected to the horizontal plate through the pulling-connecting lug plate.

所述后段钢丝绳上设有锁具螺旋扣调节长度。The rear section of the wire rope is provided with a lock turnbuckle to adjust the length.

所述跨层拉结钢丝绳上设有锁具螺旋扣调节长度。The cross-layer knotted steel wire rope is provided with a lock turnbuckle to adjust the length.

所述下层结构花架梁的底部固定连接在裙房屋面板上。The bottom of the planter beam of the lower structure is fixedly connected to the panel of the skirt house.

与现有技术相比本实用新型具有以下特点和有益效果:Compared with the prior art, the utility model has the following characteristics and beneficial effects:

本实用新型利用上下两层花架梁的优势,将传统吊篮悬挂机构的前支位置直接固定在上层花架梁上,通过组件抱接在梁体上,牢固耐用,传力明确,同时后支配重位置通过钢丝绳拉接在下层花架梁上,通过各道钢丝绳连接形成稳定的吊篮悬挂机构。The utility model utilizes the advantages of the upper and lower flower stand beams, directly fixes the front support position of the traditional hanging basket suspension mechanism on the upper flower stand beam, and is hugged on the beam body through components, which is firm and durable, has clear force transmission, and at the same time controls the weight at the rear. The position is connected to the lower flower frame beam by wire ropes, and a stable hanging basket suspension mechanism is formed by connecting each wire rope.

本实用新型取消了传统吊篮的配重及后支架装置,让出吊篮后支架及配重安装占用的屋面部分空间,可实现建筑外立面外墙及幕墙施工的同时不影响裙房屋面施工,有效的避免了使得屋面防水、保温、面层施工与外墙及幕墙安装施工作业施工冲突的难题,在实际施工运用过程中大大降低了施工成本,且对施工整改率及施工进度有极大的提升。The utility model cancels the counterweight and the rear support device of the traditional hanging basket, frees up part of the roof space occupied by the installation of the back support and the counterweight of the hanging basket, and can realize the construction of the outer wall and the curtain wall of the building facade without affecting the podium surface. The construction effectively avoids the problem of conflict between roof waterproofing, thermal insulation, surface layer construction and external wall and curtain wall installation construction operations, greatly reduces the construction cost in the actual construction and application process, and has a great impact on the construction rectification rate and construction progress. big boost.

附图说明Description of drawings

下面结合附图对本实用新型做进一步详细的说明。The present utility model will be described in further detail below in conjunction with the accompanying drawings.

图1是本实用新型的结构示意图。Figure 1 is a schematic structural diagram of the present invention.

图2是顶钢板的俯视结构示意图。FIG. 2 is a schematic top view of the structure of the top steel plate.

图3是夹板的结构示意图。Figure 3 is a schematic diagram of the structure of the splint.

图4是耳板的结构示意图。Figure 4 is a schematic diagram of the structure of the ear plate.

附图标记:1-裙房屋面板、2-横梁、3-支架上柱、4-支架下柱、5-悬吊平台、6-前段钢丝绳、7-后段钢丝绳、8-顶钢板、9-底钢板、10-对拉螺杆、11-上层结构花架梁、12-下层结构花架梁、13-跨层拉结钢丝绳、14-夹板、141-水平板、142-竖向板、15-肋板、16-锚固件、17-拉接耳板、18-锁具螺旋扣。Reference signs: 1-skirt house panel, 2-beam, 3-support upper column, 4-support lower column, 5-suspended platform, 6-front wire rope, 7-rear wire rope, 8-top steel plate, 9- Bottom steel plate, 10-pair tension screw, 11-superstructure flower frame beam, 12-lower structure flower frame beam, 13-cross-layer knotted steel wire rope, 14-plywood, 141-horizontal plate, 142-vertical plate, 15-rib plate , 16-anchor, 17-pulling lugs, 18-lock turnbuckle.

具体实施方式Detailed ways

实施例参见图1-4所示,一种用于商业裙房建筑外立面的大花架骑梁式吊篮结构,设置在建筑外立面的外侧与裙房屋面板之间,包括裙房屋面板1、两层结构花架梁和骑梁吊篮装置,所述骑梁吊篮装置包括吊篮悬挂机构、前支架上层骑梁架和后支架下层锚固组件。Embodiment Referring to Figures 1-4, a large planter riding beam type hanging basket structure for the facade of a commercial podium building is arranged between the outer side of the building facade and the skirt house panel, including the skirt house panel. 1. A two-layer structure flower stand beam and a beam-riding hanging basket device, the beam-riding hanging basket device includes a hanging basket suspension mechanism, an upper-layer riding beam frame of the front bracket and an anchoring component of the lower-layer rear bracket.

所述吊篮悬挂机构包括横梁2、支架上柱3、支架下柱4和悬吊平台5,所述支架上柱和支架下柱4分设在横梁2中部的上下两侧并正对,三者在交接位置通过插杆固定连接,所述悬吊平台5通过钢丝绳悬吊固定连接在横梁2的前端部。The hanging basket suspension mechanism includes a beam 2, an upper column 3, a lower column 4 and a suspension platform 5. The upper column and the lower column 4 are located on the upper and lower sides of the middle of the beam 2 and face each other. At the handover position, the suspension platform 5 is fixedly connected to the front end of the beam 2 by means of a wire rope.

所述支架上柱3的顶端分别与横梁2的前端部通过前段钢丝绳6拉接,支架上柱3的顶端分别与横梁2的后端部通过后段钢丝绳7拉接,所述支架下柱4的底部固定连接在前支架上层骑梁架的顶部。本实用新型中,支架上柱和支架下柱均采用75mm×75mm×3.75 mm钢管柱。所述前段钢丝绳6和后段钢丝绳7为同一钢丝绳,后段钢丝绳7上设有锁具螺旋扣18调节长度,用来调节钢丝绳的松紧和拉接长度。The top end of the upper column 3 of the bracket is respectively connected with the front end of the beam 2 through the wire rope 6 of the front section, and the top end of the upper column 3 of the bracket is respectively connected to the rear end of the beam 2 through the wire rope 7 of the rear section. The bottom of the front bracket is fixedly connected to the top of the upper saddle frame of the front bracket. In the utility model, both the upper column and the lower column of the support adopt 75mm×75mm×3.75mm steel pipe columns. The front section wire rope 6 and the rear section wire rope 7 are the same wire rope, and the rear section wire rope 7 is provided with a lock turnbuckle 18 to adjust the length, which is used to adjust the tightness and pulling length of the wire rope.

所述前支架上层骑梁架包括顶钢板8、底钢板9和竖向的对拉螺杆10,顶钢板8和底钢板9上下正对,所述顶钢板8落置在上层结构花架梁11的顶侧,所述底钢板9顶托在上层结构花架梁11的底侧,所述对拉螺杆10共四根,竖向对拉顶钢板8以及底钢板9的四个角部。The upper-level riding beam frame of the front support includes a top steel plate 8, a bottom steel plate 9 and a vertical pair of pulling screws 10, the top steel plate 8 and the bottom steel plate 9 are facing up and down, and the top steel plate 8 is placed on the upper structure of the flower frame beam 11. On the top side, the bottom steel plate 9 is supported on the bottom side of the planter beam 11 of the superstructure, and there are four pairs of pulling screws 10, which vertically pull the four corners of the top steel plate 8 and the bottom steel plate 9.

所述支架下柱4的底端固定连接在顶钢板8的中央。The bottom end of the lower column 4 of the bracket is fixedly connected to the center of the top steel plate 8 .

所述支架下柱4与顶钢板8之间设有一组肋板15,所述肋板15斜向设置,肋板15的顶端固定连接在支架下柱4的底部四周,肋板15的底端固定连接在顶钢板8的上侧。所述肋板15共四块,由钢管或者钢板制成,均布在支架下柱4的四周。本实用新型中,顶钢板和底钢板分别采用Q235钢板,尺寸为550mm×400mm×12mm,对拉螺杆为M16螺杆,肋板采用Q235钢板,尺寸为50mm×50mm×10mm。A group of ribs 15 are arranged between the lower column 4 of the bracket and the top steel plate 8, the ribs 15 are arranged obliquely, the top of the rib 15 is fixedly connected around the bottom of the lower column 4 of the bracket, and the bottom end of the rib 15 It is fixedly connected to the upper side of the top steel plate 8 . There are four rib plates 15 in total, which are made of steel pipes or steel plates, and are evenly distributed around the lower column 4 of the support. In the utility model, the top steel plate and the bottom steel plate are Q235 steel plate respectively, the size is 550mm×400mm×12mm, the pull screw is M16 screw rod, and the rib plate is made of Q235 steel plate, and the size is 50mm×50mm×10mm.

所述下层结构花架梁12的底部固定连接在裙房屋面板1上。所述横梁2的后端部通过后支架下层锚固组件与下层结构花架梁12的顶部拉接,所述后支架下层锚固组件包括跨层拉结钢丝绳13和夹板14,所述跨层拉结钢丝绳13的顶端拉接横梁2的后端部,跨层拉结钢丝绳13的底端拉接夹板14,所述夹板14固定连接在下层结构花架梁12的顶部。所述跨层拉结钢丝绳13为可调绳长。跨层拉结钢丝绳13上设有锁具螺旋扣18调节长度,用来调节钢丝绳的松紧和拉接长度。The bottom of the lower structure planter beam 12 is fixedly connected to the skirt house panel 1 . The rear end of the cross beam 2 is connected to the top of the lower structure planter beam 12 through the lower anchoring assembly of the rear support. The top end of the cross beam 13 is connected to the rear end of the beam 2, and the bottom end of the cross-layer tie wire rope 13 is connected to the splint 14. The splint 14 is fixedly connected to the top of the planter beam 12 of the lower structure. The cross-layer knotted wire rope 13 has an adjustable rope length. The cross-layer knotted wire rope 13 is provided with a lock turnbuckle 18 to adjust the length, which is used to adjust the tightness and the pulling length of the wire rope.

所述夹板14为L型板,包括水平板141和竖向板142,所述夹板14夹设在下层结构花架梁12的外侧阳角部,所述水平板141紧贴下层结构花架梁12的上侧表面并通过锚固件16锚固,所述竖向板142紧贴下层结构花架梁12的外侧侧表面并通过锚固件16锚固。The splint 14 is an L-shaped plate, including a horizontal plate 141 and a vertical plate 142, the splint 14 is sandwiched at the outer outer corner of the lower structure flower stand beam 12, and the horizontal plate 141 is close to the lower structure flower stand beam 12. The upper side surface is anchored by the anchors 16 , and the vertical plate 142 is closely attached to the outer side surface of the lower structure planter beam 12 and is anchored by the anchors 16 .

本实用新型中,夹板采用Q235钢板,夹板尺寸为250mm×250mm×10mm,膨胀螺栓为M10。所述锚固件16为膨胀螺栓。In the utility model, the plywood adopts Q235 steel plate, the size of the plywood is 250mm×250mm×10mm, and the expansion bolt is M10. The anchors 16 are expansion bolts.

所述水平板141的上侧表面中央固定连接有拉接耳板17,所述跨层拉结钢丝绳13的底端通过拉接耳板17拉接水平板141。本实用新型中,拉接耳板采用Q235钢板。The center of the upper side surface of the horizontal plate 141 is fixedly connected with a pulling lug plate 17 , and the bottom end of the cross-layer tie wire rope 13 is pulled and connected to the horizontal plate 141 through the pulling lug plate 17 . In the utility model, Q235 steel plate is used for the pulling lug plate.

本实用新型的施工过程如下:The construction process of the present utility model is as follows:

步骤一,根据上下两层花架梁结构的截面尺寸,在工厂中对前支架上层骑梁架和后支架下层锚固组件进行加工;Step 1, according to the cross-sectional dimensions of the upper and lower two-layer flower stand beam structures, process the upper-layer riding beam frame of the front bracket and the lower-layer anchoring assembly of the rear bracket in the factory;

步骤二,根据受力分析,确定焊缝要求及焊接质量及附板钢梁材料,对前支架上层骑梁架的力学性能的校核,来确保吊篮在使用工况条件下的安全性;Step 2, according to the force analysis, determine the welding seam requirements and welding quality and the material of the steel beam attached to the plate, and check the mechanical properties of the upper girder frame of the front support to ensure the safety of the hanging basket under the working conditions;

步骤三, 将前支架上层骑梁架和后支架下层锚固组件运至现场进行组装和连接,每个组件在焊接时,焊接处的焊缝需按照设计及规范要求进行焊接。Step 3: Transport the upper siding frame of the front support and the lower anchoring components of the rear support to the site for assembly and connection. When welding each component, the welding seam at the welding place shall be welded according to the design and specification requirements.

Claims (9)

1.一种用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:设置在建筑外立面的外侧与裙房屋面板之间,包括裙房屋面板(1)、两层结构花架梁和骑梁吊篮装置,所述骑梁吊篮装置包括吊篮悬挂机构、前支架上层骑梁架和后支架下层锚固组件,1. A large flower stand riding beam type hanging basket structure for the facade of a commercial podium building is characterized in that: be arranged between the outer side of the building facade and the skirt house panel, comprising the skirt house panel (1), A two-layer structure flower stand beam and a beam-riding hanging basket device, the beam-riding hanging basket device includes a hanging basket suspension mechanism, an upper-layer riding beam frame of a front support and a lower-layer anchoring assembly of the rear support, 所述吊篮悬挂机构包括横梁(2)、支架上柱(3)、支架下柱(4)和悬吊平台(5),所述支架上柱(3)和支架下柱(4)分设在横梁(2)中部的上下两侧并正对,三者在交接位置通过插杆固定连接,所述悬吊平台(5)通过钢丝绳悬吊固定连接在横梁(2)的前端部,The hanging basket suspension mechanism includes a beam (2), an upper bracket column (3), a lower bracket column (4) and a suspension platform (5). The upper and lower sides of the middle part of the beam (2) are facing each other, and the three are fixedly connected by inserting rods at the handover position. 所述支架上柱(3)的顶端分别与横梁(2)的前端部通过前段钢丝绳(6)拉接,支架上柱(3)的顶端分别与横梁(2)的后端部通过后段钢丝绳(7)拉接,所述支架下柱(4)的底部固定连接在前支架上层骑梁架的顶部,The top ends of the upper column (3) of the support are respectively connected with the front end of the beam (2) through the wire ropes (6) of the front section, and the top ends of the upper columns (3) of the support are respectively connected to the rear end of the beam (2) through the wire ropes of the rear section. (7) Pull connection, the bottom of the lower column (4) of the bracket is fixedly connected to the top of the upper level riding beam frame of the front bracket, 所述前支架上层骑梁架包括顶钢板(8)、底钢板(9)和竖向的对拉螺杆(10),顶钢板(8)和底钢板(9)上下正对,所述顶钢板(8)落置在上层结构花架梁(11)的顶侧,所述底钢板(9)顶托在上层结构花架梁(11)的底侧,所述对拉螺杆(10)共四根,竖向对拉顶钢板(8)以及底钢板(9)的四个角部,The upper level riding beam frame of the front support includes a top steel plate (8), a bottom steel plate (9) and a vertical pair of tensioning screws (10). (8) It is placed on the top side of the superstructure planter beam (11), the bottom steel plate (9) is supported on the bottom side of the superstructure planter beam (11), and the pair of tensioning screws (10) has a total of four, Vertically pull the four corners of the top steel plate (8) and the bottom steel plate (9), 所述支架下柱(4)的底端固定连接在顶钢板(8)的中央,The bottom end of the lower column (4) of the bracket is fixedly connected to the center of the top steel plate (8), 所述横梁(2)的后端部通过后支架下层锚固组件与下层结构花架梁(12)的顶部拉接,所述后支架下层锚固组件包括跨层拉结钢丝绳(13)和夹板(14),所述跨层拉结钢丝绳(13)的顶端拉接横梁(2)的后端部,跨层拉结钢丝绳(13)的底端拉接夹板(14),所述夹板(14)固定连接在下层结构花架梁(12)的顶部。The rear end of the cross beam (2) is connected to the top of the planter beam (12) of the lower structure through the lower anchoring assembly of the rear bracket, and the lower anchoring assembly of the rear bracket includes a cross-layer tie wire rope (13) and a splint (14). , the top end of the cross-layer tie wire rope (13) is connected to the rear end of the beam (2), and the bottom end of the cross-layer tie wire rope (13) is connected to the splint (14), and the splint (14) is fixedly connected On top of the substructure planter beams (12). 2.根据权利要求1所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述支架下柱(4)与顶钢板(8)之间设有一组肋板(15),所述肋板(15)斜向设置,肋板(15)的顶端固定连接在支架下柱(4)的底部四周,肋板(15)的底端固定连接在顶钢板(8)的上侧。2. The large flower stand riding beam type hanging basket structure for the exterior facade of a commercial podium building according to claim 1, characterized in that: a lower column (4) of the bracket and the top steel plate (8) are provided with a A set of rib plates (15), the rib plates (15) are arranged obliquely, the top end of the rib plate (15) is fixedly connected around the bottom of the lower column (4) of the support, and the bottom end of the rib plate (15) is fixedly connected to the top The upper side of the steel plate (8). 3.根据权利要求2所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述肋板(15)共四块,由钢管或者钢板制成,均布在支架下柱(4)的四周。3. The large flower stand riding beam type hanging basket structure for the exterior facade of commercial podium buildings according to claim 2, characterized in that: the rib (15) has a total of four pieces, which are made of steel pipes or steel plates, They are evenly distributed around the lower column (4) of the bracket. 4.根据权利要求1所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述夹板(14)为L型板,包括水平板(141)和竖向板(142),所述夹板(14)夹设在下层结构花架梁(12)的外侧阳角部,所述水平板(141)紧贴下层结构花架梁(12)的上侧表面并通过锚固件(16)锚固,所述竖向板(142)紧贴下层结构花架梁(12)的外侧侧表面并通过锚固件(16)锚固。4. The large flower stand riding beam type suspended basket structure for the exterior facade of a commercial podium building according to claim 1, characterized in that: the splint (14) is an L-shaped plate, comprising a horizontal plate (141) and The vertical plate (142), the splint (14) is sandwiched at the outer outer corner of the lower structure planter beam (12), and the horizontal plate (141) is in close contact with the upper surface of the lower structure planter beam (12) and Anchored by anchors (16), the vertical plates (142) are in close contact with the outer side surfaces of the substructure planter beams (12) and are anchored by the anchors (16). 5.根据权利要求4所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述锚固件(16)为膨胀螺栓。5 . The large plant stand riding beam type suspended basket structure for the exterior facade of commercial podium buildings according to claim 4 , wherein the anchors ( 16 ) are expansion bolts. 6 . 6.根据权利要求5所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述水平板(141)的上侧表面中央固定连接有拉接耳板(17),所述跨层拉结钢丝绳(13)的底端通过拉接耳板(17)拉接水平板(141)。6. The large flower stand riding beam type suspended basket structure for the exterior facade of a commercial podium building according to claim 5, characterized in that: the center of the upper surface of the horizontal plate (141) is fixedly connected with a pulling lug A plate (17), the bottom end of the cross-layer tie wire rope (13) is connected to the horizontal plate (141) by pulling the lug plate (17). 7.根据权利要求1所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述后段钢丝绳(7)上设有锁具螺旋扣(18)调节长度。7. The large flower stand riding beam type suspended basket structure for the exterior facade of a commercial podium building according to claim 1, characterized in that: the rear wire rope (7) is provided with a lock turnbuckle (18) for adjustment length. 8.根据权利要求1所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述跨层拉结钢丝绳(13)上设有锁具螺旋扣(18)调节长度。8. The large flower stand riding beam type hanging basket structure for the exterior facade of a commercial podium building according to claim 1, characterized in that: a lock turnbuckle (18) is provided on the cross-layer knotted steel wire rope (13). ) to adjust the length. 9.根据权利要求1所述的用于商业裙房建筑外立面的大花架骑梁式吊篮结构,其特征在于:所述下层结构花架梁(12)的底部固定连接在裙房屋面板(1)上。9. The large flower stand riding beam type hanging basket structure for the exterior facade of a commercial podium building according to claim 1 is characterized in that: the bottom of the lower structure flower stand beam (12) is fixedly connected to the podium building panel (12). 1) on.
CN202123034676.7U 2021-12-06 2021-12-06 Large flower-stand beam-riding type hanging basket structure for outer vertical face of commercial skirt house building Expired - Fee Related CN217175627U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115247491A (en) * 2022-08-25 2022-10-28 中国五冶集团有限公司 A kind of hanging mechanism without counterweight hanging basket for roof planter and construction method thereof
CN115559510A (en) * 2022-11-10 2023-01-03 中国十七冶集团有限公司 Hanging basket suspension mechanism and method suitable for building complex modeling
CN116856672A (en) * 2023-06-26 2023-10-10 中国建筑第二工程局有限公司 Hanging basket structure mounted on roof flower stand

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115247491A (en) * 2022-08-25 2022-10-28 中国五冶集团有限公司 A kind of hanging mechanism without counterweight hanging basket for roof planter and construction method thereof
CN115559510A (en) * 2022-11-10 2023-01-03 中国十七冶集团有限公司 Hanging basket suspension mechanism and method suitable for building complex modeling
CN115559510B (en) * 2022-11-10 2023-12-05 中国十七冶集团有限公司 Hanging basket hanging mechanism and hanging basket hanging method suitable for building complex modeling
CN116856672A (en) * 2023-06-26 2023-10-10 中国建筑第二工程局有限公司 Hanging basket structure mounted on roof flower stand

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