CN207003829U - Working space concrete filled steel tube cylinder design structure - Google Patents

Working space concrete filled steel tube cylinder design structure Download PDF

Info

Publication number
CN207003829U
CN207003829U CN201720627900.8U CN201720627900U CN207003829U CN 207003829 U CN207003829 U CN 207003829U CN 201720627900 U CN201720627900 U CN 201720627900U CN 207003829 U CN207003829 U CN 207003829U
Authority
CN
China
Prior art keywords
steel frame
steel
layer
office space
design structure
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.)
Expired - Fee Related
Application number
CN201720627900.8U
Other languages
Chinese (zh)
Inventor
马志民
陈苏扬
张志远
王鹏
闫君堂
高原
孙钰
涂皓玉
纪鑫娟
符开封
毛梅芳
陈文�
朱永明
倪志华
芮雪
周永贵
朱淑静
马丽娅
邹永成
张小军
赵永庆
单昱俊
孙宏
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.)
Suzhou Gold Mantis Construction Decoration Co Ltd
Original Assignee
Suzhou Gold Mantis Construction Decoration 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 Suzhou Gold Mantis Construction Decoration Co Ltd filed Critical Suzhou Gold Mantis Construction Decoration Co Ltd
Priority to CN201720627900.8U priority Critical patent/CN207003829U/en
Application granted granted Critical
Publication of CN207003829U publication Critical patent/CN207003829U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

本实用新型涉及办公空间钢管混凝土柱体设计结构,包括圆柱结构层,防火层,钢架和石膏板,所述防火层铺设在圆柱结构层侧表面,所述钢架环绕圆柱结构层侧表面设置,所述石膏板铺设在钢架上,钢架底部设有固定件,固定件包括第一安装部和第二安装部,第一安装部与圆柱结构层连接,钢架底部设置在第二安装部上,第二安装部固定在楼板上。本实用新型的办公空间钢管混凝土柱体设计结构能够在施工时避免对防火层的破坏,保证防火性能稳定;同时,便于施工,节约人力和物力,降低施工成本;此外,提升支撑能力,避免主体变形、面层开裂损坏问题。

The utility model relates to a design structure of a steel pipe concrete column in an office space, comprising a cylindrical structure layer, a fireproof layer, a steel frame and a gypsum board, the fireproof layer is laid on the side surface of the cylindrical structure layer, and the steel frame is arranged around the side surface of the cylindrical structure layer , the gypsum board is laid on the steel frame, the bottom of the steel frame is provided with a fixing piece, the fixing piece includes a first installation part and a second installation part, the first installation part is connected with the cylindrical structure layer, and the bottom of the steel frame is arranged on the second installation part On the part, the second installation part is fixed on the floor. The design and structure of the steel pipe concrete column in the office space of the utility model can avoid damage to the fireproof layer during construction and ensure stable fireproof performance; at the same time, it is convenient for construction, saves manpower and material resources, and reduces construction costs; Deformation, surface cracking and damage.

Description

办公空间钢管混凝土柱体设计结构Office Space Concrete Steel Column Design Structure

技术领域technical field

本实用新型涉及建筑装饰领域,特别涉及办公空间钢管混凝土柱体设计结构。The utility model relates to the field of building decoration, in particular to the design structure of a steel tube concrete column in an office space.

背景技术Background technique

钢管混凝土柱是指在钢管中填充混凝土而形成的构件。按截面形式不同,可分为圆钢管混凝土,方、矩形钢管混凝土柱和多边形钢管混凝土柱等。其中矩形钢管混凝土柱和圆钢管混凝土柱应用较广。钢管混凝土柱利用钢管和混凝土两种材料在受力过程中的相互作用,即钢管对核心混凝土的约束作用,使混凝土处于三向受压状态,混凝土的强度得以提高,塑性和韧性得到改善,同时克服了钢管容易发生局部屈曲的缺点。此外,在钢管混凝土的施工过程中,钢管还可以作为浇筑核心混凝土的模板,与钢筋混凝土相比,可节省模板费用,加快施工速度。通过钢管和混凝土组合成为钢管混凝土,不仅可以弥补两种材料各自的缺点,而且能够充分发挥二者的优点。但是,现有的施工结构和方式的缺陷在于:需要大量人力和物力,防火性能不足,承重后柱体变形,面层有裂纹损坏问题。Concrete-filled steel pipe columns refer to members formed by filling concrete in steel pipes. According to the different cross-sectional forms, it can be divided into round concrete-filled steel tube columns, square and rectangular steel tube concrete columns and polygonal steel tube concrete columns. Among them, rectangular steel tube concrete columns and circular steel tube concrete columns are widely used. The concrete-filled steel tube column utilizes the interaction between the steel tube and the concrete during the stress process, that is, the restraint effect of the steel tube on the core concrete, so that the concrete is in a three-dimensional compression state, the strength of the concrete is improved, the plasticity and toughness are improved, and at the same time It overcomes the shortcoming that the steel pipe is prone to local buckling. In addition, during the construction of steel pipe concrete, the steel pipe can also be used as a formwork for pouring core concrete. Compared with reinforced concrete, it can save formwork costs and speed up construction. The combination of steel pipe and concrete into steel pipe concrete can not only make up for the respective shortcomings of the two materials, but also give full play to the advantages of both. However, the defects of the existing construction structure and methods are: a large amount of manpower and material resources are required, the fireproof performance is insufficient, the columns are deformed after bearing the load, and the surface layer is damaged by cracks.

实用新型内容Utility model content

本实用新型为了解决现有技术的问题,提供了一种防火能力稳定,施工方便,柱体不易变形开裂的办公空间钢管混凝土柱体设计结构。In order to solve the problems of the prior art, the utility model provides a steel pipe concrete column design structure with stable fire resistance, convenient construction, and the column is not easily deformed and cracked.

具体技术方案如下:办公空间钢管混凝土柱体设计结构,包括圆柱结构层,防火层,钢架和石膏板,所述防火层铺设在圆柱结构层侧表面,所述钢架环绕圆柱结构层侧表面设置,所述石膏板铺设在钢架上,钢架底部设有固定件,固定件包括第一安装部和第二安装部,第一安装部与圆柱结构层连接,钢架底部设置在第二安装部上,第二安装部固定在楼板上。The specific technical solution is as follows: the design structure of the steel pipe concrete column in the office space, including the cylindrical structure layer, fireproof layer, steel frame and gypsum board, the fireproof layer is laid on the side surface of the cylindrical structure layer, and the steel frame surrounds the side surface of the cylindrical structure layer Set, the gypsum board is laid on the steel frame, the bottom of the steel frame is provided with a fixing part, the fixing part includes a first installation part and a second installation part, the first installation part is connected with the cylindrical structure layer, and the bottom of the steel frame is arranged on the second On the installation part, the second installation part is fixed on the floor.

以下为本实用新型的附属技术方案。Below is the subsidiary technical scheme of the utility model.

作为优选方案,钢架包括多根横向钢架和多根竖向钢架,横向钢架由上至下间隔设置在圆柱结构层上,所述竖向钢架环绕圆柱结构层间隔设置,横向钢架与竖向钢架交叉。As a preferred solution, the steel frame includes a plurality of horizontal steel frames and a plurality of vertical steel frames, the horizontal steel frames are arranged at intervals on the cylindrical structure layer from top to bottom, the vertical steel frames are arranged at intervals around the cylindrical structure layer, and the horizontal steel frames are arranged at intervals around the cylindrical structure layer. The frame crosses the vertical steel frame.

作为优选方案,所述横向钢架为圆环形。As a preferred solution, the transverse steel frame is circular.

作为优选方案,所述横向钢架与竖向钢架焊接连接。As a preferred solution, the horizontal steel frame is welded to the vertical steel frame.

作为优选方案,所述横向钢架与竖向钢架的连接处设有抱箍点。As a preferred solution, a hoop point is provided at the joint between the horizontal steel frame and the vertical steel frame.

作为优选方案,所述竖向钢架的底部与固定件连接。As a preferred solution, the bottom of the vertical steel frame is connected with the fixing piece.

作为优选方案,所述石膏板采用钻尾螺丝固定在钢架上。As a preferred solution, the gypsum board is fixed on the steel frame by drilling screws.

作为优选方案,所述石膏板面层为高强石膏并喷涂乳胶漆。As a preferred solution, the surface layer of the gypsum board is high-strength gypsum and sprayed with latex paint.

作为优选方案,所述石膏板为双层石膏板。As a preferred solution, the gypsum board is a double-layer gypsum board.

本实用新型的技术效果:本实用新型的办公空间钢管混凝土柱体设计结构能够在施工时避免对防火层的破坏,保证防火性能稳定;同时,便于施工,节约人力和物力,降低施工成本;此外,提升支撑能力,避免主体变形、面层开裂损坏问题。The technical effect of the utility model: the design structure of the steel pipe concrete column in the office space of the utility model can avoid damage to the fireproof layer during construction and ensure stable fireproof performance; at the same time, it is convenient for construction, saves manpower and material resources, and reduces construction costs; in addition , improve the supporting capacity, and avoid the deformation of the main body and the cracking and damage of the surface layer.

附图说明Description of drawings

图1是本实用新型实施例的办公空间钢管混凝土柱体设计结构的示意图。Fig. 1 is a schematic diagram of the design structure of the concrete filled steel tube column in the office space according to the embodiment of the utility model.

图2是本实用新型实施例的办公空间钢管混凝土柱体设计结构的固定件的示意图。Fig. 2 is a schematic diagram of the fixing parts of the steel pipe concrete column design structure of the office space according to the embodiment of the present invention.

具体实施方式detailed description

下面,结合实例对本实用新型的实质性特点和优势作进一步的说明,但本实用新型并不局限于所列的实施例。Below, the substantive features and advantages of the utility model are further described in conjunction with examples, but the utility model is not limited to the listed embodiments.

如图1和图2所示,本实施例的办公空间钢管混凝土柱体设计结构包括圆柱结构层1,防火层2,钢架3和石膏板4,所述防火层2铺设在圆柱结构层1侧表面,所述钢架3环绕圆柱结构层侧表面设置。所述石膏板4铺设在钢架3上,本实施例中,所述石膏板为双层石膏板。钢架3底部设有固定件5,固定件5包括第一安装部51和第二安装部52,第一安装部51与圆柱结构层1连接,钢架3底部设置在第二安装部52上,第二安装部52固定在楼板上。通过上述技术方案,能够减少后期维修,节约了大量的人力和物力;避免对圆柱结构层的防火层破坏,即能保证结构柱防火性能稳定,又达到了装饰效果。避免因圆柱结构层承重过大致其柱体变形,从而规避面层裂纹损坏问题。As shown in Figures 1 and 2, the design structure of the steel pipe concrete column in the office space of this embodiment includes a cylindrical structure layer 1, a fireproof layer 2, a steel frame 3 and a gypsum board 4, and the fireproof layer 2 is laid on the cylindrical structure layer 1 On the side surface, the steel frame 3 is arranged around the side surface of the cylindrical structure layer. The gypsum board 4 is laid on the steel frame 3, and in this embodiment, the gypsum board is a double-layer gypsum board. The bottom of the steel frame 3 is provided with a fixing part 5, the fixing part 5 includes a first installation part 51 and a second installation part 52, the first installation part 51 is connected with the cylindrical structure layer 1, and the bottom of the steel frame 3 is arranged on the second installation part 52 , the second installation part 52 is fixed on the floor. Through the above-mentioned technical scheme, it is possible to reduce later maintenance and save a lot of manpower and material resources; to avoid damage to the fireproof layer of the cylindrical structural layer, it is possible to ensure the stability of the fireproof performance of the structural column and achieve a decorative effect. Avoiding the deformation of the cylinder due to the excessive load bearing of the cylindrical structure layer, thereby avoiding the problem of crack damage on the surface layer.

如图1和图2所示,进一步的,钢架3包括多根横向钢架31和多根竖向钢架32,横向钢架31由上至下间隔设置在圆柱结构层1上,所述竖向钢架32环绕圆柱结构层间隔设置,横向钢架31与竖向钢架32交叉,从而增强钢架的结构牢固性。所述横向钢架31为圆环形,从而能够环绕圆柱结构层。所述横向钢架31与竖向钢架32焊接连接。所述横向钢架31与竖向钢架32的连接处设有抱箍点6。所述竖向钢架32的底部与固定件5连接。所述石膏板4采用钻尾螺丝固定在钢架3上,从而使石膏板固定稳固。所述石膏板面层为高强石膏并喷涂乳胶漆。As shown in Figures 1 and 2, further, the steel frame 3 includes a plurality of horizontal steel frames 31 and a plurality of vertical steel frames 32, and the horizontal steel frames 31 are arranged on the cylindrical structure layer 1 at intervals from top to bottom, the The vertical steel frame 32 is arranged at intervals around the cylindrical structure layer, and the horizontal steel frame 31 intersects with the vertical steel frame 32, thereby enhancing the structural firmness of the steel frame. The transverse steel frame 31 is in the shape of a circle, so as to be able to surround the cylindrical structural layer. The horizontal steel frame 31 is welded to the vertical steel frame 32 . A hoop point 6 is provided at the junction of the horizontal steel frame 31 and the vertical steel frame 32 . The bottom of the vertical steel frame 32 is connected with the fixing member 5 . The gypsum board 4 is fixed on the steel frame 3 by drilling screws, so that the gypsum board is fixed firmly. The surface layer of the gypsum board is high-strength gypsum and sprayed with latex paint.

本实施例的办公空间钢管混凝土柱体设计结构施工方法如下:1、根据设计造型及现场尺寸进行排版,确定钢架尺寸的长度及排布间距,模数化加工切割;2、组装钢架基层时,需控制钢架垂直度,调直后,先电焊固定,在满焊;3、9.5MM石膏板需喷水,含水量约25%-30%之间,使石膏板柔软,便于弯曲施工;4、根据国家规范要求,钻尾螺丝每300CM间距将石膏板固定在钢架基层上;确保稳定性;5、油工刮石膏,腻子三遍,打磨使柱子圆弧误差控制在2mm之内,再进行整体喷涂乳胶漆。The design and construction method of the concrete-filled steel tube column in the office space in this embodiment is as follows: 1. Typesetting according to the design shape and on-site size, determine the length and arrangement spacing of the steel frame size, and perform modular processing and cutting; 2. Assemble the steel frame base 3. The 9.5MM gypsum board needs to be sprayed with water, and the water content is between 25% and 30%, so that the gypsum board is soft and easy to bend. ;4. According to the requirements of national standards, drill tail screws every 300CM to fix the gypsum board on the base of the steel frame; to ensure stability; 5. The oil worker scraped the plaster and putty three times, and polished it so that the arc error of the column was controlled within 2mm , and then the overall spray latex paint.

本实施例的办公空间钢管混凝土柱体设计结构能够在施工时避免对防火层的破坏,保证防火性能稳定;同时,便于施工,节约人力和物力,降低施工成本;此外,提升支撑能力,避免主体变形、面层开裂损坏问题。The design structure of the steel pipe concrete column in the office space of this embodiment can avoid damage to the fireproof layer during construction and ensure stable fireproof performance; at the same time, it is convenient for construction, saves manpower and material resources, and reduces construction costs; Deformation, surface cracking and damage.

需要指出的是,上述较佳实施例仅为说明本实用新型的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本实用新型的内容并据以实施,并不能以此限制本实用新型的保护范围。凡根据本实用新型精神实质所作的等效变化或修饰,都应涵盖在本实用新型的保护范围之内。It should be pointed out that the above-mentioned preferred embodiments are only to illustrate the technical conception and characteristics of the present utility model, and its purpose is to enable those familiar with this technology to understand the content of the present utility model and implement it accordingly, and not to limit this utility model. Protection scope of utility model. All equivalent changes or modifications made according to the spirit of the utility model shall fall within the protection scope of the utility model.

Claims (9)

1.办公空间钢管混凝土柱体设计结构,其特征在于,包括圆柱结构层,防火层,钢架和石膏板,所述防火层铺设在圆柱结构层侧表面,所述钢架环绕圆柱结构层侧表面设置,所述石膏板铺设在钢架上,钢架底部设有固定件,固定件包括第一安装部和第二安装部,第一安装部与圆柱结构层连接,钢架底部设置在第二安装部上,第二安装部固定在楼板上。1. The design structure of the steel pipe concrete column in the office space is characterized in that it includes a cylindrical structure layer, a fireproof layer, a steel frame and a gypsum board, the fireproof layer is laid on the side surface of the cylindrical structure layer, and the steel frame surrounds the side of the cylindrical structure layer The gypsum board is laid on the steel frame, and the bottom of the steel frame is provided with a fixing part. The fixing part includes a first installation part and a second installation part. On the second installation part, the second installation part is fixed on the floor. 2.如权利要求1所述的办公空间钢管混凝土柱体设计结构,其特征在于,钢架包括多根横向钢架和多根竖向钢架,横向钢架由上至下间隔设置在圆柱结构层上,所述竖向钢架环绕圆柱结构层间隔设置,横向钢架与竖向钢架交叉。2. The design structure of steel pipe concrete column for office space as claimed in claim 1, characterized in that the steel frame comprises a plurality of horizontal steel frames and a plurality of vertical steel frames, and the horizontal steel frames are arranged at intervals from top to bottom in the cylindrical structure On the first floor, the vertical steel frames are arranged at intervals around the cylindrical structure layer, and the horizontal steel frames intersect with the vertical steel frames. 3.如权利要求2所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述横向钢架为圆环形。3. The design structure of steel pipe concrete column for office space according to claim 2, characterized in that, the transverse steel frame is circular. 4.如权利要求3所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述横向钢架与竖向钢架焊接连接。4. The design structure of steel pipe concrete column for office space according to claim 3, characterized in that the horizontal steel frame is welded to the vertical steel frame. 5.如权利要求4所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述横向钢架与竖向钢架的连接处设有抱箍点。5. The design structure of steel pipe concrete column for office space according to claim 4, characterized in that, the connection between the horizontal steel frame and the vertical steel frame is provided with a hoop point. 6.如权利要求5所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述竖向钢架的底部与固定件连接。6. The design structure of steel pipe concrete column for office space according to claim 5, characterized in that, the bottom of the vertical steel frame is connected with the fixing piece. 7.如权利要求1所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述石膏板采用钻尾螺丝固定在钢架上。7. The design structure of steel pipe concrete column for office space according to claim 1, characterized in that, the gypsum board is fixed on the steel frame by drilling screws. 8.如权利要求1所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述石膏板面层为高强石膏并喷涂乳胶漆。8. The design structure of concrete-filled steel pipe columns for office space according to claim 1, wherein the surface layer of the gypsum board is high-strength gypsum and sprayed with latex paint. 9.如权利要求1所述的办公空间钢管混凝土柱体设计结构,其特征在于,所述石膏板为双层石膏板。9. The design structure of steel pipe concrete column for office space according to claim 1, wherein the gypsum board is a double-layer gypsum board.
CN201720627900.8U 2017-05-31 2017-05-31 Working space concrete filled steel tube cylinder design structure Expired - Fee Related CN207003829U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720627900.8U CN207003829U (en) 2017-05-31 2017-05-31 Working space concrete filled steel tube cylinder design structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720627900.8U CN207003829U (en) 2017-05-31 2017-05-31 Working space concrete filled steel tube cylinder design structure

Publications (1)

Publication Number Publication Date
CN207003829U true CN207003829U (en) 2018-02-13

Family

ID=61446073

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720627900.8U Expired - Fee Related CN207003829U (en) 2017-05-31 2017-05-31 Working space concrete filled steel tube cylinder design structure

Country Status (1)

Country Link
CN (1) CN207003829U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112302254A (en) * 2020-11-17 2021-02-02 中建六局装饰工程有限公司 A kind of thick fireproof coating column clad steel plate and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112302254A (en) * 2020-11-17 2021-02-02 中建六局装饰工程有限公司 A kind of thick fireproof coating column clad steel plate and construction method thereof

Similar Documents

Publication Publication Date Title
CN104594561A (en) Prefabricated reinforced concrete column with high-performance concrete frame and construction method
CN203271124U (en) Formwork for floor horizontal construction gap
CN103556819A (en) Construction method for reserving constructional column holes in beam plate
CN205444693U (en) Thin wall steel tube - reinforcing bar recycled concrete combination column
CN203977890U (en) A kind of novel reinforcing balcony structure
CN106592824A (en) Precast cavity type middle-thin wall concrete shear wall
CN207003829U (en) Working space concrete filled steel tube cylinder design structure
CN218028352U (en) Dry hanging ceramic brick curtain wall system
CN204571282U (en) Water-bearing concrete construction gang form system
CN204280974U (en) A kind of template hoisting device
CN106836255B (en) Integral prefabricated structure and construction method of reinforcement mesh in sump pit of basement floor
CN206554500U (en) Steel structure concrete, which is poured, uses adjustable transverse support bar
CN205712565U (en) A kind of prefabricated two-sided wall
CN204056684U (en) A kind of camp site prefabricated reinforced concrete support
CN204139600U (en) Switchbox inner support mould
CN206428966U (en) Deformation joint template of shear wall structure
CN104727553B (en) Aluminum alloy shear wall and floor template adopted construction method and device
CN205711974U (en) A kind of Retaining Wall
CN204510768U (en) A kind of without support operation frame
CN203066303U (en) Fireproof heat-insulation heat-preservation building external wall board
CN102900195A (en) Inner wallboard and its manufacturing method
CN204781619U (en) Space grid column structure steel bar connector of an area awl section of thick bamboo
CN203755666U (en) Finished grade beam binding mold
CN207003636U (en) Steel structure integration pit structure
CN203201148U (en) Combined inner support of wall formwork

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180213