CN117266519A - Assembled silo roof supporting platform and installation method - Google Patents

Assembled silo roof supporting platform and installation method Download PDF

Info

Publication number
CN117266519A
CN117266519A CN202311127058.8A CN202311127058A CN117266519A CN 117266519 A CN117266519 A CN 117266519A CN 202311127058 A CN202311127058 A CN 202311127058A CN 117266519 A CN117266519 A CN 117266519A
Authority
CN
China
Prior art keywords
installation
central
silo
truss
assembled
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202311127058.8A
Other languages
Chinese (zh)
Inventor
王博
丛云龙
吴赞
周天奇
付永
汤传建
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Coal No68 Engineering Co ltd
Original Assignee
China Coal No68 Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Coal No68 Engineering Co ltd filed Critical China Coal No68 Engineering Co ltd
Priority to CN202311127058.8A priority Critical patent/CN117266519A/en
Publication of CN117266519A publication Critical patent/CN117266519A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/38—Scaffolds partly supported by the building
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/06—Consoles; Brackets
    • E04G5/061—Consoles; Brackets specially adapted for attachment to scaffolds
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products

Landscapes

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

Abstract

一种组装式筒仓仓顶支撑平台及安装方法,基础底座上方安装中心筒节架,中心筒节架相接构成中心筒,中心筒节架每隔一定高度安装附着件,中心筒节架安装到设计高度时其上端安装顶部圆盘,顶部圆盘下方与中心筒节架之间装有斜撑杆,在顶部圆盘边缘与筒仓顶部预留的安装槽之间设置若干桁架,所有的桁架呈放射状构成伞骨形;安装方法包括基础底座安装、中心筒安装、附着件安装、顶部圆盘安装、桁架安装和检查验收的步骤。本发明适用于不同直径、不同高度筒仓仓顶结构施工的支撑,采用组装式,具有重量轻、可周转、安全性高、施工快速、经济性高的特点,在筒仓工程施工中有成本优势,能促进仓顶结构支撑体系规范化、标准化;安装方法可以安全有效地实现本支撑平台的安装施工目的。

An assembled silo roof support platform and installation method. A central cylinder section frame is installed above the basic base. The central barrel section frames are connected to form a central barrel. Attachments are installed on the central barrel section frame at certain heights. The central barrel section frame is installed When it reaches the design height, a top disk is installed on its upper end. A diagonal brace is installed between the bottom of the top disk and the central cylinder section frame. Several trusses are set between the edge of the top disk and the reserved installation slot on the top of the silo. All The trusses are radially shaped to form an umbrella frame; the installation method includes the steps of foundation base installation, center tube installation, attachment installation, top disk installation, truss installation and inspection and acceptance. The invention is suitable for supporting the construction of silo roof structures with different diameters and heights. It adopts an assembled type and has the characteristics of light weight, turnover, high safety, fast construction and high economy. It has low cost in the construction of silo projects. Advantages, it can promote the standardization and standardization of the warehouse roof structure support system; the installation method can safely and effectively achieve the installation and construction purpose of this support platform.

Description

组装式筒仓仓顶支撑平台及安装方法Assembled silo roof support platform and installation method

技术领域Technical field

本发明属于建筑工程筒仓结构施工领域,是用于钢筋混凝土结构筒仓仓顶施工的支撑平台以及其安装方法。The invention belongs to the field of construction engineering silo structure construction, and is a support platform used for the construction of reinforced concrete structure silo roofs and an installation method thereof.

背景技术Background technique

目前国内施工仓顶结构支撑体系主要有满堂脚手架支撑体系、中心脚手架+桁架支撑体系、贝雷架体系、中心格构柱+桁架体系,施工方法多样。但仓顶结构支撑体系不成行业体系,缺乏统一标准,施工安全性不高。若搭设满堂脚手架,不仅施工周期长,而且施工成本高;若采用中心架+桁架、贝雷架等支撑型式,不同直径的筒仓支撑体系各不相同,不能通用,经济性差。为了解决以上问题,需要设计一种适用于不同直径、高度筒仓仓顶结构施工的支撑体系,采用组装式,具有总重轻、可周转、安全性高、施工快速、经济性高的特点,在筒仓工程施工中能够提高企业的施工成本及竞争优势,促进仓顶结构支撑体系规范化、标准化。At present, the domestic construction warehouse roof structural support systems mainly include full-hall scaffolding support system, central scaffolding + truss support system, Bailey frame system, central lattice column + truss system, and the construction methods are diverse. However, the warehouse roof structural support system is not an industry system, lacks unified standards, and construction safety is not high. If a full hall of scaffolding is erected, not only the construction period will be long, but also the construction cost will be high; if support types such as center frame + truss, Bailey frame, etc. are used, the silo support systems of different diameters will be different, cannot be used universally, and have poor economic efficiency. In order to solve the above problems, it is necessary to design a support system suitable for the construction of silo roof structures of different diameters and heights. It adopts an assembled type and has the characteristics of light total weight, turnover, high safety, fast construction, and high economy. In the construction of silo projects, it can improve the construction cost and competitive advantage of enterprises, and promote the standardization and standardization of the silo roof structural support system.

发明内容Contents of the invention

本发明的目的是提供一种组装式筒仓仓顶支撑平台及安装方法,解决现有仓顶结构支撑体系施工安全性不高、施工成本高、经济性差的缺陷。The purpose of the present invention is to provide an assembled silo roof support platform and an installation method to solve the defects of the existing silo roof structural support system such as low construction safety, high construction cost and poor economy.

本发明的目的是以如下方式实现的:一种组装式筒仓仓顶支撑平台,包括固定在筒仓底部仓底的基础底座,基础底座上方安装中心筒节架,若干中心筒节架相接构成中心筒,中心筒作为组装式筒仓仓顶支撑平台整体的受力支点,将整个平台的力量传导至地面基础;中心筒节架每隔一定高度安装与筒仓内壁搭接的附着件,用于提高中心筒的稳固性;中心筒节架安装到设计高度时其上端安装顶部圆盘,顶部圆盘作为仓顶平台的总枢纽,用于承载支撑平台桁架安装;顶部圆盘下方与中心筒节架之间装有斜撑杆,用于传导顶部圆盘垂直受力;在顶部圆盘边缘与筒仓顶部预留的安装槽之间设置若干桁架,所有的桁架呈放射状构成伞骨形,桁架满铺钢跳板,钢跳板上方搭设满堂脚手架辅助筒仓仓顶结构施工。The object of the present invention is achieved in the following manner: an assembled silo roof support platform, including a basic base fixed at the bottom of the silo, a central cylinder section frame is installed above the basic base, and a plurality of central cylinder section frames are connected to each other It constitutes a central tube, which serves as the overall force-bearing fulcrum of the assembled silo roof support platform, transmitting the power of the entire platform to the ground foundation; the central tube section frame is installed with attachments that overlap with the inner wall of the silo at certain heights. It is used to improve the stability of the central cylinder; when the central cylinder section frame is installed to the designed height, a top disk is installed on the upper end. The top disk serves as the general hub of the warehouse roof platform and is used to install the load-bearing support platform truss; the bottom of the top disk and the center Diagonal braces are installed between the cylinder sections to transmit the vertical force of the top disk; a number of trusses are set between the edge of the top disk and the reserved installation groove on the top of the silo, and all the trusses form a radial umbrella shape. , the trusses are covered with steel springboards, and a full hall of scaffolding is set up above the steel springboards to assist in the construction of the silo roof structure.

中心筒节架为无缝钢管焊接而成的筒形结构,两节中心筒节架连接部位增设有定位套管以提高中心筒节架安装精度。The central cylinder section frame is a cylindrical structure made of welded seamless steel pipes. Positioning sleeves are added at the connecting parts of the two central cylinder section frames to improve the installation accuracy of the central cylinder section frame.

两节中心筒节架连接处的下方中心筒节架上部设有工作平台,工作平台为组合式可拆装钢平台,用于两节中心筒节架组装施工,提供安装的施工位。There is a working platform on the upper part of the lower central cylinder frame at the connection point of the two central cylinder frames. The working platform is a combined removable steel platform, which is used for the assembly construction of the two central cylinder frames and provides a construction position for installation.

在中心筒上下不同高度上安装附着件,附着件一端安装在中心筒节架上,附着件的另一端与筒仓筒壁预留的连接耳相连接,同一平面的附着件沿周向均布3个或4个,附着件用于加强中心筒的稳固性;附着件由不同长度的节件组成,两端节件分别设置调节丝杆,通过微调调节丝杆保证附着件的长度满足筒仓直径需要。Install attachments at different heights above and below the central cylinder. One end of the attachment is installed on the central cylinder frame. The other end of the attachment is connected to the reserved connecting ear on the silo wall. Three attachments on the same plane are evenly distributed along the circumference. Or 4, the attachment is used to strengthen the stability of the central cylinder; the attachment is composed of segments of different lengths, and the segments at both ends are respectively equipped with adjusting screw rods. The length of the attachment is ensured to meet the needs of the silo diameter by fine-tuning the adjustment screw. .

中心筒节架设有不同长度的规格,通过合理搭配可满足不同规格筒仓施工需要。The central cylinder section frame is available in different length specifications, which can meet the construction needs of silos of different specifications through reasonable matching.

桁架由不同长度的桁架节拼接而成,从而满足不同规格筒仓施工需要。The trusses are spliced together from truss sections of different lengths to meet the construction needs of silos of different specifications.

顶部圆盘为等分的四瓣圆盘节拼装而成,既降低了单件重量,也降低了吊装安装难度。The top disc is assembled from four equally divided disc sections, which not only reduces the weight of a single piece, but also reduces the difficulty of hoisting and installation.

桁架上方等距焊接设置钢管,用于满堂脚手架搭设时脚手架根部生根固定。Steel pipes are welded at equal distances above the trusses, which are used to root and fix the scaffolding roots when erecting the scaffolding throughout the hall.

一种所述组装式筒仓仓顶支撑平台的安装方法,采用以下步骤:An installation method of the assembled silo roof support platform adopts the following steps:

(1)基础底座安装(1) Basic base installation

检查筒仓仓底预埋固定螺栓外露长度及基础面平整度,使用塔吊将基础底座吊装到位,将基础底座落到基础面上,固定螺栓从基础底座的螺栓孔中伸出,固定螺栓上旋入螺母固定;Check the exposed length of the pre-embedded fixing bolts at the bottom of the silo and the flatness of the foundation surface. Use a tower crane to lift the foundation base into place. Drop the foundation base onto the foundation surface. The fixing bolts protrude from the bolt holes of the foundation base and screw on the fixing bolts. Insert the nut to fix;

(2)中心筒安装(2) Center tube installation

在中心筒节架的上部安装工作平台,采用塔式起重机吊装将第一节中心筒节架通过螺栓连接固定在基础底座上,然后依次安装后面的中心筒节架,多节中心筒节架组装成设计高度的中心筒;Install a working platform on the upper part of the central cylinder frame, use a tower crane to hoist the first central cylinder frame and fix it on the basic base through bolt connection, then install the subsequent central cylinder frames in sequence, and assemble the multi-section central cylinder frame. The central tube reaches the designed height;

(3)附着件安装(3) Attachment installation

附着件采用抱箍式与中心筒节架连接固定,安装前须先在仓壁埋设预埋件,预埋件必须采用穿孔塞焊,附着件安装应随着中心筒安装同步进行,中心筒安装到第一层附着件安装位置,即可进行第一层附着件的安装,中心筒安装位置到第二层附着件位置时进行第二层附着件安装,依次类推,严禁安装完中心筒后统一安装附着件;安装时,先将附着件标准节进行组装,核验无误后利用塔式起重机吊运至安装作业面,靠近筒仓仓壁一侧利用滑模吊架作为操作面,中心侧利用组装平台进行安装;The attachment parts are connected and fixed with the central cylinder frame using a hoop type. Before installation, the embedded parts must be buried in the warehouse wall. The embedded parts must be perforated and plug welded. The installation of attachment parts should be carried out simultaneously with the installation of the central cylinder. The installation of the central cylinder When the installation position of the first layer of attachments is reached, the first layer of attachments can be installed. When the center tube is installed at the position of the second layer of attachments, the second layer of attachments can be installed, and so on. It is strictly prohibited to unify the center tube after installation. Install the attachments; during installation, first assemble the standard sections of the attachments, and then use a tower crane to lift them to the installation surface after verification. The side near the silo wall uses a sliding form hanger as the operating surface, and the center side uses an assembly platform for installation;

(4)顶部圆盘安装(4) Top disc installation

顶部圆盘由四瓣圆盘节组成,每个圆盘节设有对应的斜撑杆;先将每个圆盘节外侧的外环梁与斜撑杆的一端通过螺栓连接,使用塔式起重机将四个组装件对称吊装安装,将圆盘节内侧与中心筒节架连接,再将斜撑杆与中心筒节架下部的连接环通过螺栓连接,将相邻圆盘节之间通过螺栓连接;The top disc is composed of four disc sections, and each disc section is equipped with a corresponding diagonal brace. First, the outer ring beam outside each disc section is connected to one end of the diagonal brace through bolts, and a tower crane is used. Lift and install the four assemblies symmetrically, connect the inner side of the disc section to the central cylinder section frame, then connect the diagonal support rod to the connecting ring at the lower part of the central cylinder section frame through bolts, and connect the adjacent disc sections through bolts ;

(5)桁架安装(5) Truss installation

组装式筒仓仓顶施工平台桁架一套有若干榀,每榀由若干桁架节组成;将每榀若干桁架节组合成榀后整体吊装就位、安装,安装时采用榀对称布置的安装方式,保持中心筒两端受力均匀;桁架之间的角钢用螺栓连接,桁架与圆盘节之间也采用螺栓连接,桁架的外端对应连接在筒仓顶部预留的安装槽内;桁架安装完成后,应采用现场脚手架钢管连接成整体,确保桁架稳定性;桁架满铺钢跳板,钢跳板上方搭设满堂脚手架;There are several trusses in a set of assembled silo roof construction platform trusses, and each truss is composed of several truss sections. After combining the truss sections of each truss into a truss, the whole silo is hoisted into place and installed. During installation, a symmetrical arrangement of the trusses is adopted. Keep the force on both ends of the central tube uniform; the angle steel between the trusses is connected with bolts, and the trusses and disc sections are also connected with bolts. The outer ends of the trusses are correspondingly connected in the reserved installation slots on the top of the silo; the truss installation is completed Finally, on-site scaffolding steel pipes should be used to connect them into a whole to ensure the stability of the trusses; the trusses are covered with steel springboards, and a full hall of scaffolding is set up above the steel springboards;

(6)检查验收(6) Inspection and acceptance

组装式筒仓仓顶施工平台安装完毕后,进行安装后整体检查验收,检查垂直度、弯曲度、扭曲度及螺栓连接情况,验收结果必须符合设计规范标准要求。After the installation of the prefabricated silo roof construction platform is completed, an overall post-installation inspection and acceptance is carried out to check the verticality, curvature, twist and bolt connections. The acceptance results must meet the design specifications and standards.

本发明通过基础底座使组装式筒仓仓顶支撑平台牢牢与钢筋混凝土基础连接;通过不同长度的中心筒节架使支撑平台适应不同高度的筒仓仓顶施工;间隔安装的附着件使中心筒矗立得更加稳固;中心筒上方固定顶部圆盘用于安装桁架;顶部圆盘下方安装斜撑杆,起到传导顶部圆盘受力、提高支撑平台整体稳定性的作用;桁架上方等距焊接设置钢管,用于搭设脚手架辅助筒仓仓顶结构施工。The present invention enables the assembled silo roof support platform to be firmly connected to the reinforced concrete foundation through a basic base; the support platform is adapted to the construction of silo roofs of different heights through central tube sections of different lengths; attachments installed at intervals make the center The tube stands more firmly; the top disc is fixed above the central tube for installing the truss; the diagonal brace is installed below the top disc to transmit the force of the top disc and improve the overall stability of the support platform; the top of the truss is welded at equal intervals Steel pipes are set up to erect scaffolding to assist in the construction of the silo roof structure.

本发明的有益效果是:适用于不同直径、不同高度筒仓仓顶结构施工的支撑,采用组装式,具有总重轻、可周转、安全性高、施工快速、经济性高的特点,在筒仓工程施工中能够提高企业的施工成本优势,促进仓顶结构支撑体系规范化、标准化;安装方法可以安全有效地实现本支撑平台安装施工的目的。The beneficial effects of the present invention are: it is suitable for supporting the construction of silo roof structures of different diameters and different heights. It adopts an assembled type and has the characteristics of light total weight, turnover, high safety, fast construction and high economy. During the construction of warehouse projects, it can improve the company's construction cost advantage and promote the standardization and standardization of the warehouse roof structural support system; the installation method can safely and effectively achieve the purpose of installation and construction of this support platform.

附图说明Description of the drawings

图1是本发明的结构示意图;Figure 1 is a schematic structural diagram of the present invention;

图2是本发明中附着件的结构示意图;Figure 2 is a schematic structural diagram of the attachment in the present invention;

图3是本发明中桁架布设的示意图;Figure 3 is a schematic diagram of the truss layout in the present invention;

图4是本发明中工作平台的示意图;Figure 4 is a schematic diagram of the working platform in the present invention;

图5是本发明中顶部圆盘的示意图;Figure 5 is a schematic diagram of the top disk in the present invention;

图6是圆盘节的示意图。Figure 6 is a schematic diagram of the disc section.

图中:1-基础底座;2-中心筒节架;3-附着件;4-顶部圆盘;5-斜撑杆;6-桁架;7-安装槽;8-工作平台;9-筒仓;10-仓底;11-外环梁;12-横梁;13-加强筋;14-圆盘节。In the picture: 1-Basic base; 2-Central tube frame; 3-Attachment; 4-Top disc; 5-Diagonal brace; 6-Truss; 7-Mounting slot; 8-Working platform; 9-Silo ; 10-silo bottom; 11-outer ring beam; 12-cross beam; 13-reinforcement rib; 14-disc section.

具体实施方式Detailed ways

参照图1-图6,组装式筒仓仓顶支撑平台安装前需在筒仓9的仓底10中心提前预埋地脚螺栓用于基础底座1固定,基础底座1上方安装第一节中心筒节架2,中心筒节架2是可以采用1020mm外径、12mm厚无缝钢焊接而成的筒形结构,中心筒节架2可以设计为6m、5m、3m等不同长度,用于组合不同高度的中心筒以适用于不同高度的筒仓施工;若干中心筒节架2相接构成中心筒,下方的一节中心筒节架2端面设置定位套管,提高中心筒节架2的安装精度;两节中心筒节架2连接时,在下方中心筒节架2上部距离顶端1米位置设有工作平台8,以辅助中心筒节架2的加高连接,工作平台8为组合式可拆装钢平台;中心筒节架2每隔一定高度(例如15米)安装与筒仓9内壁搭接的附着件3,附着件3一端安装在中心筒节架2上,附着件3的另一端与筒仓9筒壁预留的连接耳相连接,同一平面的附着件3沿周向均布3个,附着件由3m、2m的不同长度节件组成,两端节件分别设置有调节丝杆,每根调节丝杆可调节30cm长度,通过微调调节丝杆保证附着件3的长度满足筒仓9直径需要,附着件3用于提升中心筒的稳定性;中心筒节架2安装到设计高度时,上端安装顶部圆盘4;顶部圆盘4由等分的四瓣圆盘节14拼装而成,相邻两瓣圆盘节14之间通过螺栓连接,每个圆盘节14由径向的若干横梁12外端连接圆弧形的外环梁11构成,外环梁11的上面设有若干加强筋13;顶部圆盘4下方与中心筒节架2之间装有斜撑杆5,顶部圆盘4上均匀分布设有桁架6的安装预留孔,在顶部圆盘4边缘与筒仓顶部预留的安装槽7之间设置若干桁架6,例如60榀,桁架6由不同长度的桁架节拼接而成,桁架节可以为3m、2m不同长度,从而满足不同仓型施工需要;桁架6一端通过螺栓固定于顶部圆盘4上,另一端安放在提前在筒仓9顶部预留的安装槽7内,所有的桁架6呈放射状构成伞骨形,桁架6满铺钢跳板,钢跳板上方搭设满堂脚手架,桁架6上方等距焊接设置钢管。Referring to Figures 1 to 6, before installing the assembled silo top support platform, anchor bolts need to be pre-buried in the center of the bottom 10 of the silo 9 for fixing the foundation base 1, and the first central cylinder section is installed above the foundation base 1 Sectional frame 2, the central tube section frame 2 is a cylindrical structure that can be welded with 1020mm outer diameter and 12mm thick seamless steel. The central tube section frame 2 can be designed with different lengths such as 6m, 5m, 3m, etc., for different combinations The height of the central cylinder is suitable for the construction of silos of different heights; several central cylinder segments 2 are connected to form a central cylinder, and a positioning sleeve is provided on the end face of the lower central cylinder segment 2 to improve the installation accuracy of the center cylinder 2. ; When the two central cylinder frames 2 are connected, a working platform 8 is provided on the upper part of the lower central cylinder frame 2 at a position 1 meter away from the top to assist in the heightening connection of the central cylinder frame 2. The working platform 8 is a combined and detachable type. Steel installation platform; the central cylinder frame 2 is installed with attachments 3 that overlap the inner wall of the silo 9 at certain heights (for example, 15 meters). One end of the attachment 3 is installed on the central cylinder frame 2, and the other end of the attachment 3 Connected to the connecting ears reserved on the silo wall of silo 9, there are three attachments 3 on the same plane evenly distributed along the circumferential direction. The attachments are composed of sections of different lengths of 3m and 2m, and the sections at both ends are respectively equipped with adjusting screws. Each adjusting screw can adjust the length of 30cm. By fine-tuning the adjusting screw, the length of the attachment 3 can be ensured to meet the diameter requirements of the silo 9. The attachment 3 is used to improve the stability of the central cylinder; when the central cylinder section frame 2 is installed to the design height , the top disc 4 is installed on the upper end; the top disc 4 is assembled from four equally divided disc sections 14. Two adjacent disc sections 14 are connected by bolts, and each disc section 14 is composed of radial disc sections 14. The outer ends of a number of cross beams 12 are connected to an arc-shaped outer ring beam 11, and a number of reinforcing ribs 13 are provided on the top of the outer ring beam 11; an oblique brace 5 is installed between the bottom of the top disk 4 and the central tube frame 2. The disk 4 is evenly distributed with reserved holes for the installation of the trusses 6. A number of trusses 6, for example 60, are provided between the edge of the top disk 4 and the reserved installation groove 7 at the top of the silo. The trusses 6 are composed of trusses of different lengths. The truss sections can be spliced together with different lengths of 3m and 2m to meet the construction needs of different warehouse types; one end of the truss 6 is fixed on the top disk 4 through bolts, and the other end is placed in the installation space reserved in advance on the top of the silo 9 In the slot 7, all the trusses 6 are radially formed into an umbrella shape. The trusses 6 are covered with steel springboards, and a full hall of scaffolding is set up above the steel springboards. Steel pipes are welded at equal intervals above the trusses 6.

组装式筒仓仓顶支撑平台的安装方法,采用以下步骤:To install the assembled silo roof support platform, use the following steps:

(1)基础底座安装(1) Basic base installation

检查筒仓9的仓底10处预埋的固定螺栓外露长度及基础面平整度,使用塔吊将基础底座1吊装到位,将基础底座1落到基础面上,固定螺栓从基础底座1的螺栓孔中伸出,采用螺母固定;Check the exposed length of the 10 pre-embedded fixing bolts at the bottom of silo 9 and the flatness of the foundation surface. Use a tower crane to lift the foundation base 1 into place, drop the foundation base 1 to the foundation surface, and remove the fixing bolts from the bolt holes of the foundation base 1. Extends in the middle and is fixed with nuts;

(2)中心筒安装(2) Center tube installation

在中心筒节架2的上部安装工作平台8,采用塔式起重机吊装将第一节中心筒节架2通过螺栓连接固定在基础底座1上,然后依次安装后面的中心筒节架2,多节中心筒节架2组装成设计高度的中心筒;Install the working platform 8 on the upper part of the central cylinder section frame 2, use a tower crane to hoist the first section of the central cylinder section frame 2 and fix it on the foundation base 1 through bolt connection, and then install the following central cylinder section frame 2 and multiple sections in sequence. The central cylinder section frame 2 is assembled into a central cylinder with a designed height;

(3)附着件安装(3) Attachment installation

附着件3采用抱箍式与中心筒节架2连接固定,安装前须先在筒仓9的仓壁埋设预埋件,预埋件必须采用穿孔塞焊,附着件3安装应随着中心筒安装同步进行,中心筒安装到第一层附着件3的安装位置,即可进行第一层附着件3的安装,中心筒安装位置到第二层附着件3位置时进行第二层附着件3安装,依次类推,严禁安装完中心筒后统一安装附着件3;安装时,先将附着件3标准节进行组装,核验无误后利用塔式起重机吊运至安装作业面,靠近筒仓9仓壁一侧利用滑模吊架作为操作面,中心侧利用组装平台进行安装;Attachment 3 is connected and fixed with the central cylinder frame 2 using a hoop type. Before installation, embedded parts must be buried in the wall of silo 9. The embedded parts must be perforated and plug welded. Attachment 3 should be installed along with the central cylinder. The installation is carried out simultaneously. When the central cylinder is installed to the installation position of the first layer of attachments 3, the first layer of attachments 3 can be installed. When the central cylinder is installed in the position of the second layer of attachments 3, the second layer of attachments 3 can be installed. Installation, and so on, it is strictly prohibited to install the attachment 3 together after installing the central cylinder; during installation, first assemble the attachment 3 standard sections, verify that they are correct, and then use a tower crane to lift them to the installation working surface, close to the silo 9 wall One side uses a sliding form hanger as the operating surface, and the center side uses an assembly platform for installation;

(4)顶部圆盘安装(4) Top disc installation

顶部圆盘4由四瓣圆盘节14组成,每个圆盘节14设有对应的斜撑杆5;先将每个圆盘节14外侧的外环梁11与斜撑杆5的一端通过螺栓连接,使用塔式起重机将四个组装件对称吊装安装,将圆盘节14内侧与中心筒节架2连接,再将斜撑杆5与中心筒节架2下部的连接环通过螺栓连接, 将相邻圆盘节14之间通过螺栓连接;The top disk 4 is composed of four disk sections 14, and each disk section 14 is provided with a corresponding diagonal brace 5; first, pass the outer ring beam 11 outside each disk section 14 and one end of the diagonal brace 5 For bolt connection, use a tower crane to hoist and install the four assemblies symmetrically, connect the inner side of the disc section 14 to the central tube section frame 2, and then connect the diagonal support rod 5 to the connecting ring at the lower part of the central tube section frame 2 through bolts. Connect adjacent disc sections 14 with bolts;

(5) 桁架安装(5) Truss installation

组装式筒仓仓顶施工平台桁架6一套有若干榀,每榀由若干桁架节组成;将每榀若干桁架节组合成榀后整体吊装就位、安装,安装时采用榀对称布置的安装方式,保持中心筒两端受力均匀;桁架6之间的角钢用螺栓连接,桁架6与圆盘节14之间也采用螺栓连接,桁架6的外端对应连接在筒仓9顶部预留的安装槽内;桁架6安装完成后,应采用现场脚手架钢管连接成整体,确保桁架6的稳定性;桁架6满铺钢跳板,钢跳板上方搭设满堂脚手架;A set of 6 assembled silo roof construction platform trusses has several trusses, each of which is composed of several truss sections; the truss sections of each truss are combined into a truss and then the whole is hoisted into place and installed. During installation, a symmetrical arrangement of the trusses is adopted. , to keep the force on both ends of the central tube uniform; the angle steel between the trusses 6 is connected with bolts, and the trusses 6 and the disc section 14 are also connected with bolts. The outer end of the truss 6 is correspondingly connected to the reserved installation on the top of the silo 9 In the trough; after the installation of truss 6 is completed, on-site scaffolding steel pipes should be used to connect them as a whole to ensure the stability of truss 6; truss 6 is covered with steel springboards, and a full hall of scaffolding is erected above the steel springboards;

(6)检查验收(6) Inspection and acceptance

组装式筒仓仓顶施工平台安装完毕后,进行安装后整体检查验收,检查垂直度、弯曲度、扭曲度及螺栓连接情况,验收结果必须符合设计规范标准要求。After the installation of the prefabricated silo roof construction platform is completed, an overall post-installation inspection and acceptance is carried out to check the verticality, curvature, twist and bolt connections. The acceptance results must meet the design specifications and standards.

筒仓仓顶施工完成后,反向操作拆除支撑平台。After the construction of the silo roof is completed, reverse the operation to remove the support platform.

Claims (9)

1. The utility model provides an assembled silo roof supporting platform, includes the basic base of fixing at silo bottom of the silo, its characterized in that: a central shell ring frame (2) is arranged above a foundation base (1), a plurality of central shell ring frames (2) are connected to form a central barrel, an attaching piece (3) which is overlapped with the inner wall of a silo is arranged on the central shell ring frame (2) at intervals of a certain height, a top disc (4) is arranged at the upper end of the central shell ring frame when the central shell ring frame is arranged at a designed height, an inclined stay bar (5) is arranged between the lower part of the top disc (4) and the central shell ring frame (2), a plurality of trusses (6) are arranged between the edge of the top disc (4) and an installation groove (7) reserved at the top of the silo, all trusses (6) radially form umbrella ribs, steel springboards are fully paved on the trusses (6), and a full scaffold is erected above the steel springboards.
2. The assembled silo roof support platform of claim 1, wherein: the central cylindrical section frame (2) is of a cylindrical structure formed by welding seamless steel pipes, and a positioning sleeve is additionally arranged at the connecting part of the two sections of central cylindrical section frames (2) so as to improve the installation accuracy of the central cylindrical section frames.
3. The assembled silo roof support platform of claim 1, wherein: the upper part of the central cylinder section frame (2) below the joint of the two sections of central cylinder section frames (2) is provided with a working platform (8), and the working platform (8) is a combined detachable steel platform.
4. The assembled silo roof support platform of claim 1, wherein: the attachment pieces (3) are arranged on the upper and lower different heights of the central cylinder, one end of each attachment piece (3) is arranged on the central cylinder section frame (2), the other end of each attachment piece (3) is connected with the connecting lugs reserved on the cylinder wall of the silo (9), and 3 or 4 attachment pieces (3) on the same plane are uniformly distributed along the circumferential direction; the attachment piece (3) is composed of sections with different lengths, and the sections at the two ends are respectively provided with an adjusting screw rod.
5. The assembled silo roof support platform of claim 1, wherein: the central shell ring frame (2) is provided with specifications with different lengths.
6. The assembled silo roof support platform of claim 1, wherein: the truss (6) is formed by splicing truss sections with different lengths.
7. The assembled silo roof support platform of claim 1, wherein: the top disc (4) is formed by splicing equally divided four-petal disc segments (14).
8. The assembled silo roof support platform of claim 1, wherein: steel pipes are welded above the truss (6) at equal intervals.
9. A method of installing the assembled silo roof support platform of claim 1, comprising the steps of:
(1) Base mount
Checking the exposed length of a pre-buried fixing bolt at the bottom of a silo and the flatness of a foundation surface, hoisting a foundation base in place by using a tower crane, dropping the foundation base on the foundation surface, extending the fixing bolt from a bolt hole of the foundation base, and screwing a nut on the fixing bolt for fixing;
(2) Center tube installation
A working platform is arranged at the upper part of the central cylinder section frame, a first central cylinder section frame is fixed on a foundation base through bolt connection by adopting tower crane hoisting, then the upper central cylinder section frames are sequentially arranged, and a plurality of sections of central cylinder section frames are assembled into a central cylinder with designed height;
(3) Attachment fitting
The attachment piece is fixedly connected with the central shell ring frame by adopting a hoop, the embedded piece is buried in the wall of the silo before installation, the embedded piece is required to be subjected to perforation plug welding, the attachment piece is installed along with the installation of the central barrel, the central barrel is installed at the installation position of the first layer of attachment piece, the first layer of attachment piece can be installed, the second layer of attachment piece is installed when the installation position of the central barrel reaches the position of the second layer of attachment piece, and the like, and the attachment piece is uniformly installed after the central barrel is tightly forbidden to be installed; when the device is installed, firstly, the standard section of the attachment is assembled, after verification, the attachment is lifted to an installation working surface by using a tower crane, one side close to the silo wall is installed by using a sliding mode lifting frame as an operation surface, and the central side is installed by using an assembly platform;
(4) Top disc mounting
The top disc consists of four disc sections, and each disc section is provided with a corresponding inclined stay bar; the outer ring beam at the outer side of each disc section is connected with one end of an inclined strut through a bolt, four assemblies are symmetrically hoisted and installed by using a tower crane, the inner side of the disc section is connected with a central shell section frame, the inclined strut is connected with a connecting ring at the lower part of the central shell section frame through a bolt, and adjacent disc sections are connected through bolts;
(5) Truss installation
The truss of the construction platform at the top of the assembled silo is sleeved with a plurality of trusses, and each truss consists of a plurality of truss sections; after combining a plurality of truss sections of each truss into truss, integrally hoisting the truss into position and installing the truss, wherein the truss is symmetrically arranged in the installation mode so as to keep the stress at the two ends of the central cylinder uniform; the angle steel between the trusses is connected by bolts, the trusses are also connected with the disc sections by bolts, and the outer ends of the trusses are correspondingly connected in the reserved mounting grooves at the tops of the silos; after the truss is installed, the steel pipes of the field scaffold are connected into a whole, so that the truss stability is ensured; fully paving a steel springboard on the truss, and erecting a full-hall scaffold above the steel springboard;
(6) Checking and accepting
After the assembly type silo roof construction platform is installed, the assembly type silo roof construction platform is integrally inspected and accepted after being installed, verticality, bending degree, torsion degree and bolt connection conditions are inspected, and inspection and acceptance results are required to meet design specification standard requirements.
CN202311127058.8A 2023-09-04 2023-09-04 Assembled silo roof supporting platform and installation method Pending CN117266519A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311127058.8A CN117266519A (en) 2023-09-04 2023-09-04 Assembled silo roof supporting platform and installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311127058.8A CN117266519A (en) 2023-09-04 2023-09-04 Assembled silo roof supporting platform and installation method

Publications (1)

Publication Number Publication Date
CN117266519A true CN117266519A (en) 2023-12-22

Family

ID=89213359

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311127058.8A Pending CN117266519A (en) 2023-09-04 2023-09-04 Assembled silo roof supporting platform and installation method

Country Status (1)

Country Link
CN (1) CN117266519A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118704733A (en) * 2024-06-25 2024-09-27 山西四建集团有限公司 A modular sliding form platform for large diameter silos
CN119195457A (en) * 2024-11-27 2024-12-27 通州建总集团有限公司 Silo roof construction method using central column and Bailey beam support system

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2969114B1 (en) * 1998-11-09 1999-11-02 有限会社武元設計事務所 Multi-story steel framed seismic framing method
KR102100383B1 (en) * 2019-12-10 2020-04-13 (주)휴하리 System scaffolding for internal piping inspection
CN210622303U (en) * 2019-05-31 2020-05-26 镇江市光大建筑工程有限公司 Gradual change type silo slip form construction device
CN112443188A (en) * 2020-11-03 2021-03-05 中国一冶集团有限公司 Large-diameter squat silo top umbrella-shaped truss support system and use method thereof
CN112854702A (en) * 2021-02-09 2021-05-28 广州建筑股份有限公司 Large-span silo roof construction platform and erection method
CN114991477A (en) * 2022-06-20 2022-09-02 中铁十局集团第一工程有限公司 Construction method of umbrella-shaped support system of silo conical shell structure
CN115949277A (en) * 2023-01-13 2023-04-11 中国建筑第八工程局有限公司 Modular support system of silo concrete structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2969114B1 (en) * 1998-11-09 1999-11-02 有限会社武元設計事務所 Multi-story steel framed seismic framing method
CN210622303U (en) * 2019-05-31 2020-05-26 镇江市光大建筑工程有限公司 Gradual change type silo slip form construction device
KR102100383B1 (en) * 2019-12-10 2020-04-13 (주)휴하리 System scaffolding for internal piping inspection
CN112443188A (en) * 2020-11-03 2021-03-05 中国一冶集团有限公司 Large-diameter squat silo top umbrella-shaped truss support system and use method thereof
CN112854702A (en) * 2021-02-09 2021-05-28 广州建筑股份有限公司 Large-span silo roof construction platform and erection method
CN114991477A (en) * 2022-06-20 2022-09-02 中铁十局集团第一工程有限公司 Construction method of umbrella-shaped support system of silo conical shell structure
CN115949277A (en) * 2023-01-13 2023-04-11 中国建筑第八工程局有限公司 Modular support system of silo concrete structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118704733A (en) * 2024-06-25 2024-09-27 山西四建集团有限公司 A modular sliding form platform for large diameter silos
CN118704733B (en) * 2024-06-25 2025-11-21 山西四建集团有限公司 Modularized slip form platform for large-diameter silo
CN119195457A (en) * 2024-11-27 2024-12-27 通州建总集团有限公司 Silo roof construction method using central column and Bailey beam support system

Similar Documents

Publication Publication Date Title
CN107090932B (en) Construction method of large-span thin-wall plane arch truss based on stiff ring beam
US20100139181A1 (en) Method for mounting in sections an annular tower for wind power generator, heliostatic power generator or chimney composed from three concrete segments or more
CN111827759A (en) A Bailey steel truss support device for shallow round warehouse construction and its construction method
CN107100187A (en) Tower crane steel girder erection structure and installation method
CN111980165A (en) Large-span net rack external-expanding splicing integral jacking construction method
CN110318344B (en) Novel steel box girder No. 0 block support and No. 0 block erection construction method
CN214090973U (en) Bottom formwork supporting steel frame for pouring reinforced concrete cylindrical bin top concrete
CN104264781A (en) Latticed cylindrical surface steel structure latticed shell and construction method thereof
CN116856723A (en) Multi-layer steel structure slope-returning type installation method
CN109653517B (en) Multidirectional unloading system and construction method for assembling steel corridor by using same
CN217324939U (en) Arch rib mounting system
CN215055324U (en) A high-rise building construction device
CN120575693A (en) A construction technology for a shallow circular silo roof formwork system
CN111910766B (en) A giant long-span rigid concrete steel structure and construction method
CN220621216U (en) A Bailey frame support system for large-diameter silo roof construction
CN116856544B (en) A ring-shaped inclined truss structure and its installation method
CN110284589B (en) Hub-type precast concrete beam-column assembled self-reset system and construction method
CN116427723B (en) A construction method for a shell-shaped large-span space frame
CN108797350B (en) Tower column inner and outer stiff skeleton device and construction method thereof
CN111287542A (en) Construction method of concrete tower
CN215670948U (en) Steel cable truss device for dome structure construction
CN110761295A (en) Prefabricated assembled concrete pipe props structure
CN212615174U (en) Novel fan pylon changeover portion structure
CN215054431U (en) Unequal-diameter ring truss high-altitude sectional installation fixing device
CN209779668U (en) Two unification pile foundations of heliostat stand and basis

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination