CN205663030U - Prefabricated T type dysmorphism steel pipe -concrete composite post - Google Patents

Prefabricated T type dysmorphism steel pipe -concrete composite post Download PDF

Info

Publication number
CN205663030U
CN205663030U CN201620468766.7U CN201620468766U CN205663030U CN 205663030 U CN205663030 U CN 205663030U CN 201620468766 U CN201620468766 U CN 201620468766U CN 205663030 U CN205663030 U CN 205663030U
Authority
CN
China
Prior art keywords
side plate
square steel
steel
plate
concrete composite
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
CN201620468766.7U
Other languages
Chinese (zh)
Inventor
刘瀚超
郝际平
樊春雷
薛强
孙晓岭
黄育琪
陈永昌
刘斌
王磊
尹伟康
何梦楠
张峻铭
赵子健
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.)
Xian University of Architecture and Technology
Original Assignee
Xian University of Architecture and Technology
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 Xian University of Architecture and Technology filed Critical Xian University of Architecture and Technology
Priority to CN201620468766.7U priority Critical patent/CN205663030U/en
Application granted granted Critical
Publication of CN205663030U publication Critical patent/CN205663030U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model discloses a prefabricated T type dysmorphism steel pipe -concrete composite post, including first concrete combination column and second concrete combination column, first concrete combination column includes first curb plate, second curb plate, first square steel, second square steel and stiffener, second concrete combination column includes third square steel, fourth square steel, the 5th square steel, third curb plate, fourth curb plate, the 5th curb plate and the 6th curb plate. The utility model discloses bearing capacity, ductility, observability are better to save space, and the engineering time is shorter.

Description

预制T型异形钢管混凝土组合柱Prefabricated T-shaped Special-shaped Steel Tube Concrete Composite Column

技术领域technical field

本实用新型涉及一种混凝土组合柱,具体涉及一种预制T型异形钢管混凝土组合柱。The utility model relates to a concrete composite column, in particular to a prefabricated T-shaped special-shaped steel tube concrete composite column.

背景技术Background technique

目前我国《矩形钢管混凝土结构技术规程》(GECS159:2004)提供的用于钢管混凝土柱主要由内隔板式、外环板式等形式的节点,但到目前为止,现有的L型混凝土柱经常出现局部屈曲现象,承载能力及延性较差,并且室内柱经常突出棱角,从而有效的减少了房子的使用面积及可观性,另外,现有的L型混凝土柱大多数是在施工现场进行浇筑,施工不方便,并且施工时间较长,从而严重的影响工期。At present, my country's "Technical Regulations for Rectangular Steel Tube Concrete Structures" (GECS159: 2004) provides that the steel tube concrete columns are mainly composed of inner diaphragm type, outer ring plate type and other joints, but so far, the existing L-shaped concrete columns are often used. Local buckling occurs, bearing capacity and ductility are poor, and indoor columns often protrude from corners, which effectively reduces the usable area and visibility of the house. In addition, most of the existing L-shaped concrete columns are poured on the construction site. The construction is inconvenient, and the construction time is long, which seriously affects the construction period.

实用新型内容Utility model content

本实用新型的目的在于克服上述现有技术的缺点,提供了一种预制T型异形钢管混凝土组合柱,该混凝土组合柱承载能力、延性、可观性较好,并且节省空间,并且施工时间较短。The purpose of the utility model is to overcome the above-mentioned shortcomings of the prior art and provide a prefabricated T-shaped special-shaped steel pipe concrete composite column. The concrete composite column has better bearing capacity, ductility and observability, saves space, and has a shorter construction time. .

为达到上述目的,本实用新型所述的预制T型异形钢管混凝土组合柱包括第一混凝土组合柱及第二混凝土组合柱,第一混凝土组合柱包括第一侧板、第二侧板、第一方钢、第二方钢及加劲板,加劲板的两侧面分别与第一侧板的内侧面及第二侧板的内侧面相连接,第一侧板的两端分别与第一方钢的右侧面及第二方钢的左侧面相连接,第二侧板的两端分别与第一方钢的右侧面及第二方钢的左侧面相连接,且第一侧板与第 一方钢的正面及第二方钢的正面齐平,第二侧板与第一方钢的背面及第二方钢的背面齐平,加劲板位于第一方钢与第二方钢之间,第一方钢内、第二方钢内、以及加劲板与第一方钢及第二方钢之间均浇筑有混凝土;In order to achieve the above purpose, the prefabricated T-shaped special-shaped steel pipe concrete composite column described in the utility model includes a first concrete composite column and a second concrete composite column, and the first concrete composite column includes a first side plate, a second side plate, a first The square steel, the second square steel and the stiffening plate, the two sides of the stiffening plate are respectively connected with the inner surface of the first side plate and the inner surface of the second side plate, and the two ends of the first side plate are respectively connected with the right side of the first square steel The side is connected with the left side of the second square steel, the two ends of the second side plate are respectively connected with the right side of the first square steel and the left side of the second square steel, and the first side plate is connected with the first side The front of the steel is flush with the front of the second square steel, the second side plate is flush with the back of the first square steel and the back of the second square steel, the stiffener is located between the first square steel and the second square steel, the second Concrete is poured inside the first side steel, inside the second side steel, and between the stiffening plate and the first side steel and the second side steel;

第二混凝土组合柱包括第三方钢、第四方钢、第五方钢、第三侧板、第四侧板、第五侧板及第六侧板,其中,第三方钢、第四方钢及第五方钢从左到右依次分布,第三侧板的两端与第三方钢的侧面及第四方钢的侧面相连接,第四侧板的两端分别与第三方钢的侧面及第四方钢的侧面相连接,第五侧板的两端分别与第四方钢的侧面及第五方钢的侧面相连接,第六侧板的两端分别与第四方钢的侧面及第五方钢的侧面相连接,第三侧板及第五侧板与第三方钢的正面、第四方钢的正面及第五方钢的正面齐平,第四侧板及第六侧板与第三方钢的背面、第四方钢的背面及第五方钢的背面齐平,第三方钢内、第四方钢内、第五方钢内、第三方钢与第四方钢之间、以及第四方钢与第五方钢之间均填充有混凝土;The second concrete composite column includes third-party steel, fourth-party steel, fifth-square steel, third side plate, fourth side plate, fifth side plate and sixth side plate, among which, the third-party steel, fourth-party steel and the fifth square steel are distributed sequentially from left to right, the two ends of the third side plate are connected with the side of the third party steel and the side of the fourth square steel, and the two ends of the fourth side plate are respectively connected with the side of the third party steel and the side of the fourth square steel. The sides of the fourth square steel are connected, the two ends of the fifth side plate are respectively connected with the sides of the fourth square steel and the side of the fifth square steel, and the two ends of the sixth side plate are respectively connected with the sides of the fourth square steel and the sides of the fifth square steel. The sides of the fifth square steel are connected, the third side plate and the fifth side plate are flush with the front of the third party steel, the front of the fourth square steel and the front of the fifth square steel, the fourth side plate and the sixth side plate It is flush with the back of the third steel, the back of the fourth steel and the back of the fifth steel, inside the third steel, inside the fourth steel, inside the fifth steel, between the third steel and the fourth steel , and between the fourth square steel and the fifth square steel are filled with concrete;

第二方钢的右侧面与第四方钢的正面相连接。The right side of the second square steel is connected with the front of the fourth square steel.

还包括第七侧板、第八侧板、第九侧板及第十侧板,其中,第九侧板(17)的一端穿过第三侧板(11)及第四侧板(12)与第三侧板(11)的侧面及第四侧板(12)的侧面相连接,第十侧板(18)穿过第五侧板(13)的侧面及第六侧板(14)的侧面与第五侧板(13)及第六侧板(14)相连接,第七侧板(15)一端的侧面及第八侧板(16)一端的侧面分别与第二方钢(4)的正面及背面相连接,第七侧板(15)与第十侧板(18)相连接,第八侧板(16)与第九侧板(17)相连接。It also includes a seventh side plate, an eighth side plate, a ninth side plate and a tenth side plate, wherein one end of the ninth side plate (17) passes through the third side plate (11) and the fourth side plate (12) Be connected with the side of the 3rd side plate (11) and the side of the 4th side plate (12), the 10th side plate (18) passes the side of the 5th side plate (13) and the side of the 6th side plate (14) The side is connected with the fifth side plate (13) and the sixth side plate (14), and the side at one end of the seventh side plate (15) and the side at one end of the eighth side plate (16) are respectively connected with the second square steel (4) The front side and the back side are connected, the seventh side plate (15) is connected with the tenth side plate (18), and the eighth side plate (16) is connected with the ninth side plate (17).

第七侧板与第十侧板通过第一连接板相连接,其中,若干第一螺栓 穿过第七侧板的侧面及第一连接板的侧面将第七侧板与第一连接板相连接,若干第二螺栓穿过第十侧板的侧面及第一连接板将第十侧板与第一连接板相连接。The seventh side plate and the tenth side plate are connected through the first connecting plate, wherein a number of first bolts pass through the side of the seventh side plate and the side of the first connecting plate to connect the seventh side plate and the first connecting plate A plurality of second bolts pass through the side of the tenth side plate and the first connecting plate to connect the tenth side plate with the first connecting plate.

第八侧板与第九侧板通过第二连接板相连接,其中,若干第三螺栓穿过第八侧板的侧面及第二连接板的侧面将第八侧板与第二连接板相连接,若干第四螺栓穿过第九侧板的侧面及第二连接板将第九侧板与第二连接板相连接。The eighth side plate and the ninth side plate are connected through the second connecting plate, wherein a number of third bolts pass through the side of the eighth side plate and the side of the second connecting plate to connect the eighth side plate and the second connecting plate A plurality of fourth bolts pass through the side of the ninth side plate and the second connecting plate to connect the ninth side plate with the second connecting plate.

各第一螺栓依次等间距分布,各第二螺栓依次等间距分布。The first bolts are distributed at equal intervals in sequence, and the second bolts are distributed at equal intervals in sequence.

各第三螺栓依次等间距分布,各第四螺栓依次等间距分布。The third bolts are distributed at equal intervals in sequence, and the fourth bolts are distributed at equal intervals in sequence.

本实用新型具有以下有益效果:The utility model has the following beneficial effects:

本实用新型所述的预制T型异形钢管混凝土组合柱包括第一混凝土组合柱及第二混凝土组合柱,第一混凝土组合柱包括第一侧板、第二侧板、第一方钢、第二方钢及加劲板,第一方钢、第二方钢及加劲板设于第一侧板及第二侧板之间,第一方钢内、第二方钢内、加劲板与第一方钢及第二方钢之间均填充有混凝土,通过混凝土作为整个混凝土组合柱的边缘约束构件,极大的提高第一混凝土组合柱的承载力及耗能能力。同时通过加劲板将第一侧板、第二侧板、第一方钢及第二方钢之间的腔体分为两个小腔室,提高第一混凝土组合柱及第二混凝土组合柱的承载力及延性,避免第一侧板及第二侧板发生屈曲现象。所述第二混凝土组合柱包括第三方钢、第四方钢及第五方钢,第三方钢、第四方钢及第五方钢之间通过第三侧板、第四侧板、第五侧板及第六侧板相连接,然后再浇筑混凝土,从而使第二混凝土组合柱具有较强的承载能力和延性。 另外,在制作时,可以根据墙体的宽度调节第一方钢、第二方钢、第三方钢、第四方钢、第五方钢及第六方钢的宽度,从而能够使第一混凝土组合柱及第二混凝土组合柱与墙体同宽度,增加建筑的使用面积,提高建筑的可观性。同时,本实用新型中的第一混凝土组合柱及第二混凝土组合柱可以在工厂中批量生产,然后运送到施工现场,再将第一混凝土组合柱与第二混凝土组合柱相连接,即可形成所述预制T型异形钢管混凝土组合柱,避免现场浇筑混凝土,降低施工时间,提高施工的质量。The prefabricated T-shaped special-shaped steel pipe concrete composite column described in the utility model includes a first concrete composite column and a second concrete composite column, and the first concrete composite column includes a first side plate, a second side plate, a first square steel, a second Square steel and stiffener, the first square steel, second square steel and stiffener are arranged between the first side plate and the second side plate, the first square steel, the second square steel inner, the stiffener and the first square Both the steel and the second square steel are filled with concrete, and the concrete is used as the edge restraint member of the entire concrete composite column, which greatly improves the bearing capacity and energy dissipation capacity of the first concrete composite column. At the same time, the cavity between the first side plate, the second side plate, the first square steel and the second square steel is divided into two small chambers through the stiffening plate, and the strength of the first concrete composite column and the second concrete composite column is improved. Bearing capacity and ductility, to avoid buckling of the first side plate and the second side plate. The second concrete composite column includes the third-party steel, the fourth square steel and the fifth square steel, and the third side plate, the fourth side plate, the fifth The side slab and the sixth side slab are connected, and then concrete is poured, so that the second concrete composite column has strong bearing capacity and ductility. In addition, during fabrication, the widths of the first square steel, the second square steel, the third square steel, the fourth square steel, the fifth square steel and the sixth square steel can be adjusted according to the width of the wall, so that the first concrete The composite column and the second concrete composite column have the same width as the wall, which increases the usable area of the building and improves the observability of the building. At the same time, the first concrete composite column and the second concrete composite column in the utility model can be mass-produced in the factory, and then transported to the construction site, and then the first concrete composite column and the second concrete composite column are connected to form The prefabricated T-shaped special-shaped steel pipe concrete composite column avoids pouring concrete on site, reduces construction time, and improves construction quality.

附图说明Description of drawings

图1为本实用新型中第一混凝土组合柱1的分解图;Fig. 1 is the exploded view of the first concrete composite column 1 in the utility model;

图2为本实用新型中第二混凝土组合柱2的分解图;Fig. 2 is the exploded view of the second concrete composite column 2 in the utility model;

图3为本实用新型的分解图;Fig. 3 is an exploded view of the utility model;

图4为本实用新型的结构示意图。Fig. 4 is a structural schematic diagram of the utility model.

其中,1为第一混凝土组合柱、2为第二混凝土组合柱、3为第一方钢、4为第二方钢、5为第一侧板、6为第二侧板、7为加劲板、8为第三方钢、9为第四方钢、10为第五方钢、11为第三侧板、12为第四侧板、13为第五侧板、14为第六侧板、15为第七侧板、16为第八侧板、17为第九侧板、18为第十侧板、19为第一连接板、20为第二连接板。Among them, 1 is the first concrete composite column, 2 is the second concrete composite column, 3 is the first square steel, 4 is the second square steel, 5 is the first side plate, 6 is the second side plate, and 7 is the stiffening plate , 8 is the third party steel, 9 is the fourth side steel, 10 is the fifth side steel, 11 is the third side plate, 12 is the fourth side plate, 13 is the fifth side plate, 14 is the sixth side plate, 15 16 is the eighth side plate, 17 is the ninth side plate, 18 is the tenth side plate, 19 is the first connecting plate, and 20 is the second connecting plate.

具体实施方式detailed description

下面结合附图对本实用新型做进一步详细描述:Below in conjunction with accompanying drawing, the utility model is described in further detail:

参考图1、图2、图3及图4,本实用新型预制T型异形钢管混凝土组合柱包括第一混凝土组合柱1及第二混凝土组合柱2,第一混凝土组合柱1包括第一侧板5、第二侧板6、第一方钢3、第二方钢4及加劲板 7,加劲板7的两侧面分别与第一侧板5的内侧面及第二侧板6的内侧面相连接,第一侧板5的两端分别与第一方钢3的右侧面及第二方钢4的左侧面相连接,第二侧板6的两端分别与第一方钢3的右侧面及第二方钢4的左侧面相连接,且第一侧板5与第一方钢3的正面及第二方钢4的正面齐平,第二侧板6与第一方钢3的背面及第二方钢4的背面齐平,加劲板7位于第一方钢3与第二方钢4之间,第一方钢3内、第二方钢4内、以及加劲板7与第一方钢3及第二方钢4之间均浇筑有混凝土;第二混凝土组合柱2包括第三方钢8、第四方钢9、第五方钢10、第三侧板11、第四侧板12、第五侧板13及第六侧板14,其中,第三方钢8、第四方钢9及第五方钢10从左到右依次分布,第三侧板11的两端与第三方钢8的侧面及第四方钢9的侧面相连接,第四侧板12的两端分别与第三方钢8的侧面及第四方钢9的侧面相连接,第五侧板13的两端分别与第四方钢9的侧面及第五方钢10的侧面相连接,第六侧板14的两端分别与第四方钢9的侧面及第五方钢10的侧面相连接,第三侧板11及第五侧板13与第三方钢8的正面、第四方钢9的正面及第五方钢10的正面齐平,第四侧板及第六侧板14与第三方钢8的背面、第四方钢9的背面及第五方钢10的背面齐平,第三方钢8内、第四方钢9内、第五方钢10内、第三方钢8与第四方钢9之间、以及第四方钢9与第五方钢10之间均填充有混凝土;第二方钢4的右侧面与第四方钢9的正面相连接。Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the prefabricated T-shaped special-shaped steel pipe concrete composite column of the present invention includes a first concrete composite column 1 and a second concrete composite column 2, and the first concrete composite column 1 includes a first side plate 5. The second side plate 6, the first square steel 3, the second square steel 4 and the stiffening plate 7, the two sides of the stiffening plate 7 are respectively connected with the inner side of the first side plate 5 and the inner side of the second side plate 6 , the two ends of the first side plate 5 are respectively connected with the right side of the first square steel 3 and the left side of the second square steel 4, and the two ends of the second side plate 6 are connected with the right side of the first square steel 3 respectively. face and the left side of the second square steel 4, and the first side plate 5 is flush with the front of the first square steel 3 and the front of the second square steel 4, and the second side plate 6 is flush with the front of the first square steel 3 The back side and the back side of the second square steel 4 are flush, and the stiffening plate 7 is positioned between the first square steel 3 and the second square steel 4, in the first square steel 3, in the second square steel 4, and the stiffening plate 7 and the second square steel 4. Concrete is poured between the first side steel 3 and the second side steel 4; the second concrete composite column 2 includes the third side steel 8, the fourth side steel 9, the fifth side steel 10, the third side plate 11, the fourth side plate 12, the fifth side plate 13 and the sixth side plate 14, wherein the third party steel 8, the fourth square steel 9 and the fifth square steel 10 are distributed from left to right in sequence, and the two ends of the third side plate 11 are connected with the sixth side plate The sides of the third side steel 8 and the side of the fourth side steel 9 are connected, the two ends of the fourth side plate 12 are connected with the side of the third party steel 8 and the side of the fourth side steel 9 respectively, and the two sides of the fifth side plate 13 The ends are respectively connected with the side of the fourth square steel 9 and the side of the fifth square steel 10, and the two ends of the sixth side plate 14 are respectively connected with the side of the fourth square steel 9 and the side of the fifth square steel 10, the second Three side plates 11 and the fifth side plate 13 are flush with the front of the third party steel 8, the front of the fourth square steel 9 and the front of the fifth square steel 10, and the fourth side plate and the sixth side plate 14 are aligned with the third party steel. The back of 8, the back of the fourth square steel 9 and the back of the fifth square steel 10 are flush, the inside of the third-party steel 8, the inside of the fourth square steel 9, the inside of the fifth square steel 10, the third-party steel 8 and the fourth Concrete is filled between the steel 9 and between the fourth square steel 9 and the fifth square steel 10 ; the right side of the second square steel 4 is connected to the front of the fourth square steel 9 .

本实用新型还包括第七侧板15、第八侧板16、第九侧板17及第十侧板18,其中,第九侧板(17)的一端穿过第三侧板(11)及第四侧板 (12)与第三侧板(11)的侧面及第四侧板(12)的侧面相连接,第十侧板(18)穿过第五侧板(13)的侧面及第六侧板(14)的侧面与第五侧板(13)及第六侧板(14)相连接,第七侧板(15)一端的侧面及第八侧板(16)一端的侧面分别与第二方钢(4)的正面及背面相连接,第七侧板(15)与第十侧板(18)相连接,第八侧板(16)与第九侧板(17)相连接。The utility model also includes the seventh side plate 15, the eighth side plate 16, the ninth side plate 17 and the tenth side plate 18, wherein, one end of the ninth side plate (17) passes through the third side plate (11) and The 4th side plate (12) is connected with the side of the 3rd side plate (11) and the side of the 4th side plate (12), the 10th side plate (18) passes the side of the 5th side plate (13) and the side of the 4th side plate (12). The side faces of the six side plates (14) are connected with the fifth side plate (13) and the sixth side plate (14), and the side faces of one end of the seventh side plate (15) and one end of the eighth side plate (16) are respectively connected with The front and back of the second square steel (4) are connected, the seventh side plate (15) is connected with the tenth side plate (18), and the eighth side plate (16) is connected with the ninth side plate (17).

具体的,第七侧板15与第十侧板18通过第一连接板19相连接,其中,若干第一螺栓穿过第七侧板15的侧面及第一连接板19的侧面将第七侧板15与第一连接板19相连接,若干第二螺栓穿过第十侧板18的侧面及第一连接板19将第十侧板18与第一连接板19相连接;第八侧板16与第九侧板17通过第二连接板20相连接,其中,若干第三螺栓穿过第八侧板16的侧面及第二连接板20的侧面将第八侧板16与第二连接板20相连接,若干第四螺栓穿过第九侧板17的侧面及第二连接板20将第九侧板17与第二连接板20相连接,其中,各第一螺栓依次等间距分布,各第二螺栓依次等间距分布,各第三螺栓依次等间距分布,各第四螺栓依次等间距分布。Specifically, the seventh side plate 15 and the tenth side plate 18 are connected through the first connecting plate 19, wherein, some first bolts pass through the side of the seventh side plate 15 and the side of the first connecting plate 19 to connect the seventh side plate 15 to the tenth side plate 18. The plate 15 is connected with the first connecting plate 19, and some second bolts pass through the side of the tenth side plate 18 and the first connecting plate 19 to connect the tenth side plate 18 with the first connecting plate 19; the eighth side plate 16 It is connected with the ninth side plate 17 through the second connecting plate 20, wherein some third bolts pass through the side surfaces of the eighth side plate 16 and the second connecting plate 20 to connect the eighth side plate 16 and the second connecting plate 20 connected, a number of fourth bolts pass through the side of the ninth side plate 17 and the second connecting plate 20 to connect the ninth side plate 17 with the second connecting plate 20, wherein each first bolt is distributed at equal intervals in turn, and each first bolt The second bolts are distributed at equal intervals in sequence, the third bolts are distributed at equal intervals in sequence, and the fourth bolts are distributed at equal intervals in turn.

本实用新型的施工过程为:The construction process of the present utility model is:

1)进行第一混凝土组合柱1的施工,具体施工过程为:先完成第一侧板5、第二侧板6、第一方钢3、第二方钢4、加劲板7、第七侧板15及第八侧板16的焊接,然后再将混凝土浇筑于第一方钢3内、第二方钢4内、以及加劲板7与第一方钢3及第二方钢4之间,完成第一混凝土组合柱1的制备;2)进行第二混凝土组合柱2的施工,具体施工过程为: 先在第三侧板11、第四侧板12、第五侧板13、第六侧板14的端部开槽,然后再进行第三侧板11、第四侧板12、第五侧板13、第六侧板14、第三方钢8、第四方钢9、第五方钢10的焊接,第九侧板17穿过第三侧板11上的凹槽及第四侧板12上的凹槽与第三侧板11及第四侧板12相焊接,第十侧板18穿过第五侧板13上的凹槽、第六侧板14上的凹槽与第五侧板13及第六侧板14相焊接,然后将混凝土浇筑于第三方钢8内、第四方钢9内、第五方钢10内、第三方钢8与第四方钢9之间、以及第四方钢9与第五方钢10之间,完成第二混凝土组合柱2的制备;3)将第一混凝土组合柱1及第二混凝土组合柱2运输至施工现场,再调节第一混凝土组合柱1及第二混凝土组合柱2的位置,并通过第一螺栓及第二螺栓将第七侧板15、第十侧板18及第一连接板19相连接,通过第三螺栓及第四螺栓将第八侧板16、第九侧板17及第二连接板20相连接,即可完成预制T型异形钢管混凝土组合柱的施工。1) Carry out the construction of the first concrete composite column 1. The specific construction process is: first complete the first side plate 5, the second side plate 6, the first square steel 3, the second square steel 4, the stiffening plate 7, and the seventh side plate 15 and the eighth side plate 16, and then pouring concrete in the first square steel 3, in the second square steel 4, and between the stiffening plate 7 and the first square steel 3 and the second square steel 4, Complete the preparation of the first concrete composite column 1; 2) carry out the construction of the second concrete composite column 2, the specific construction process is: first on the third side plate 11, the fourth side plate 12, the fifth side plate 13, the sixth side The end of the plate 14 is slotted, and then the third side plate 11, the fourth side plate 12, the fifth side plate 13, the sixth side plate 14, the third party steel 8, the fourth square steel 9, and the fifth square steel 10, the ninth side plate 17 is welded to the third side plate 11 and the fourth side plate 12 through the groove on the third side plate 11 and the groove on the fourth side plate 12, and the tenth side plate 18 Pass through the groove on the fifth side plate 13, the groove on the sixth side plate 14 and weld the fifth side plate 13 and the sixth side plate 14, and then pour concrete into the third-party steel 8, the fourth side In the steel 9, in the fifth square steel 10, between the third-party steel 8 and the fourth square steel 9, and between the fourth square steel 9 and the fifth square steel 10, the preparation of the second concrete composite column 2 is completed; 3 ) transport the first concrete composite column 1 and the second concrete composite column 2 to the construction site, then adjust the positions of the first concrete composite column 1 and the second concrete composite column 2, and connect the seventh concrete composite column 1 and the second concrete composite column The side plate 15, the tenth side plate 18 and the first connecting plate 19 are connected, and the eighth side plate 16, the ninth side plate 17 and the second connecting plate 20 are connected by the third bolt and the fourth bolt to complete Construction of prefabricated T-shaped special-shaped steel tube concrete composite column.

Claims (6)

1.一种预制T型异形钢管混凝土组合柱,其特征在于,包括第一混凝土组合柱(1)及第二混凝土组合柱(2),第一混凝土组合柱(1)包括第一侧板(5)、第二侧板(6)、第一方钢(3)、第二方钢(4)及加劲板(7),加劲板(7)的两侧面分别与第一侧板(5)的内侧面及第二侧板(6)的内侧面相连接,第一侧板(5)的两端分别与第一方钢(3)的右侧面及第二方钢(4)的左侧面相连接,第二侧板(6)的两端分别与第一方钢(3)的右侧面及第二方钢(4)的左侧面相连接,且第一侧板(5)与第一方钢(3)的正面及第二方钢(4)的正面齐平,第二侧板(6)与第一方钢(3)的背面及第二方钢(4)的背面齐平,加劲板(7)位于第一方钢(3)与第二方钢(4)之间,第一方钢(3)内、第二方钢(4)内、以及加劲板(7)与第一方钢(3)及第二方钢(4)之间均浇筑有混凝土;1. a prefabricated T-shaped special-shaped steel pipe concrete composite column, is characterized in that, comprises the first concrete composite column (1) and the second concrete composite column (2), and the first concrete composite column (1) comprises the first side plate ( 5), the second side plate (6), the first square steel (3), the second square steel (4) and the stiffening plate (7), the two sides of the stiffening plate (7) are respectively connected with the first side plate (5) The inner surface of the first side plate (6) is connected with the inner surface of the second side plate (6), and the two ends of the first side plate (5) are respectively connected with the right side of the first square steel (3) and the left side of the second square steel (4) The two ends of the second side plate (6) are respectively connected with the right side of the first square steel (3) and the left side of the second square steel (4), and the first side plate (5) is connected with the second side The front of one side steel (3) is flush with the front of the second square steel (4), the second side plate (6) is flush with the back of the first square steel (3) and the back of the second square steel (4) , the stiffening plate (7) is located between the first square steel (3) and the second square steel (4), inside the first square steel (3), inside the second square steel (4), and between the stiffening plate (7) and the second square steel (4), Concrete is poured between the first square steel (3) and the second square steel (4); 第二混凝土组合柱(2)包括第三方钢(8)、第四方钢(9)、第五方钢(10)、第三侧板(11)、第四侧板(12)、第五侧板(13)及第六侧板(14),其中,第三方钢(8)、第四方钢(9)及第五方钢(10)从左到右依次分布,第三侧板(11)的两端与第三方钢(8)的侧面及第四方钢(9)的侧面相连接,第四侧板(12)的两端分别与第三方钢(8)的侧面及第四方钢(9)的侧面相连接,第五侧板(13)的两端分别与第四方钢(9)的侧面及第五方钢(10)的侧面相连接,第六侧板(14)的两端分别与第四方钢(9)的侧面及第五方钢(10)的侧面相连接,第三侧板(11)及第五侧板(13)与第三方钢(8)的正面、第四方钢(9)的正面及第五方钢(10)的正面齐平,第四侧板及第六侧板(14)与第三方钢(8)的背面、第四方钢(9)的背面及第五方钢(10)的背面齐平,第三方钢(8)内、第四方钢(9)内、第五方钢(10)内、第三方钢(8)与第四方钢(9) 之间、以及第四方钢(9)与第五方钢(10)之间均填充有混凝土;The second concrete composite column (2) includes third-party steel (8), fourth square steel (9), fifth square steel (10), third side plate (11), fourth side plate (12), fifth Side plate (13) and the sixth side plate (14), wherein, the third party steel (8), the fourth square steel (9) and the fifth square steel (10) are distributed sequentially from left to right, the third side plate ( The two ends of 11) are connected with the side of the third-party steel (8) and the side of the fourth square steel (9), and the two ends of the fourth side plate (12) are respectively connected with the side of the third-party steel (8) and the side of the fourth The sides of the square steel (9) are connected, the two ends of the fifth side plate (13) are respectively connected with the sides of the fourth square steel (9) and the side of the fifth square steel (10), and the sixth side plate (14 ) are respectively connected to the side of the fourth square steel (9) and the side of the fifth square steel (10), the third side plate (11) and the fifth side plate (13) are connected to the third side steel (8) The front side, the front side of the fourth square steel (9) and the front side of the fifth square steel (10) are flush, the fourth side plate and the sixth side plate (14) are flush with the back side of the third party steel (8), the fourth side The back side of the steel (9) and the back side of the fifth square steel (10) are flush, the third party steel (8), the fourth square steel (9), the fifth square steel (10), the third party steel (8) ) and the fourth square steel (9) and between the fourth square steel (9) and the fifth square steel (10) are filled with concrete; 第二方钢(4)的右侧面与第四方钢(9)的正面相连接。The right side of the second square steel (4) is connected with the front of the fourth square steel (9). 2.根据权利要求1所述的预制T型异形钢管混凝土组合柱,其特征在于,还包括第七侧板(15)、第八侧板(16)、第九侧板(17)及第十侧板(18),其中,第九侧板(17)的一端穿过第三侧板(11)及第四侧板(12)与第三侧板(11)的侧面及第四侧板(12)的侧面相连接,第十侧板(18)穿过第五侧板(13)的侧面及第六侧板(14)的侧面与第五侧板(13)及第六侧板(14)相连接,第七侧板(15)一端的侧面及第八侧板(16)一端的侧面分别与第二方钢(4)的正面及背面相连接,第七侧板(15)与第十侧板(18)相连接,第八侧板(16)与第九侧板(17)相连接。2. The prefabricated T-shaped special-shaped steel pipe concrete composite column according to claim 1, further comprising the seventh side plate (15), the eighth side plate (16), the ninth side plate (17) and the tenth side plate Side plate (18), wherein, one end of the ninth side plate (17) passes through the side of the third side plate (11) and the fourth side plate (12) and the third side plate (11) and the fourth side plate ( 12), the side of the tenth side plate (18) passes through the side of the fifth side plate (13) and the side of the sixth side plate (14) and the fifth side plate (13) and the sixth side plate (14) ), the side of one end of the seventh side plate (15) and the side of one end of the eighth side plate (16) are respectively connected with the front and back of the second square steel (4), and the seventh side plate (15) is connected with the The ten side plates (18) are connected, and the eighth side plate (16) is connected with the ninth side plate (17). 3.根据权利要求2所述的预制T型异形钢管混凝土组合柱,其特征在于,第七侧板(15)与第十侧板(18)通过第一连接板(19)相连接,其中,若干第一螺栓穿过第七侧板(15)的侧面及第一连接板(19)的侧面将第七侧板(15)与第一连接板(19)相连接,若干第二螺栓穿过第十侧板(18)的侧面及第一连接板(19)将第十侧板(18)与第一连接板(19)相连接。3. The prefabricated T-shaped special-shaped steel pipe concrete composite column according to claim 2, characterized in that, the seventh side plate (15) is connected with the tenth side plate (18) through the first connecting plate (19), wherein, Some first bolts pass through the side of the seventh side plate (15) and the side of the first connecting plate (19) to connect the seventh side plate (15) with the first connecting plate (19), and some second bolts pass through The side surface of the tenth side plate (18) and the first connecting plate (19) connect the tenth side plate (18) with the first connecting plate (19). 4.根据权利要求3所述的预制T型异形钢管混凝土组合柱,其特征在于,第八侧板(16)与第九侧板(17)通过第二连接板(20)相连接,其中,若干第三螺栓穿过第八侧板(16)的侧面及第二连接板(20)的侧面将第八侧板(16)与第二连接板(20)相连接,若干第四螺栓穿过第九侧板(17)的侧面及第二连接板(20)将第九侧板(17)与第二连接板(20)相连接。4. The prefabricated T-shaped special-shaped steel pipe concrete composite column according to claim 3, characterized in that, the eighth side plate (16) is connected with the ninth side plate (17) through the second connecting plate (20), wherein, Some third bolts pass through the side of the eighth side plate (16) and the side of the second connecting plate (20) to connect the eighth side plate (16) with the second connecting plate (20), and some fourth bolts pass through The side surface of the ninth side plate (17) and the second connecting plate (20) connect the ninth side plate (17) with the second connecting plate (20). 5.根据权利要求3所述的预制T型异形钢管混凝土组合柱,其特征在于,各第一螺栓依次等间距分布,各第二螺栓依次等间距分布。5 . The prefabricated T-shaped special-shaped concrete-filled steel tube composite column according to claim 3 , wherein the first bolts are distributed at equal intervals in sequence, and the second bolts are distributed at equal intervals in sequence. 6 . 6.根据权利要求4所述的预制T型异形钢管混凝土组合柱,其特征在于,各第三螺栓依次等间距分布,各第四螺栓依次等间距分布。6 . The prefabricated T-shaped special-shaped steel pipe concrete composite column according to claim 4 , wherein the third bolts are distributed at equal intervals in sequence, and the fourth bolts are distributed at equal intervals in sequence. 7 .
CN201620468766.7U 2016-05-20 2016-05-20 Prefabricated T type dysmorphism steel pipe -concrete composite post Expired - Fee Related CN205663030U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620468766.7U CN205663030U (en) 2016-05-20 2016-05-20 Prefabricated T type dysmorphism steel pipe -concrete composite post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620468766.7U CN205663030U (en) 2016-05-20 2016-05-20 Prefabricated T type dysmorphism steel pipe -concrete composite post

Publications (1)

Publication Number Publication Date
CN205663030U true CN205663030U (en) 2016-10-26

Family

ID=57159972

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620468766.7U Expired - Fee Related CN205663030U (en) 2016-05-20 2016-05-20 Prefabricated T type dysmorphism steel pipe -concrete composite post

Country Status (1)

Country Link
CN (1) CN205663030U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105821967A (en) * 2016-05-20 2016-08-03 西安建筑科技大学 Prefabricated T type specially-shaped steel pipe concrete combined column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105821967A (en) * 2016-05-20 2016-08-03 西安建筑科技大学 Prefabricated T type specially-shaped steel pipe concrete combined column
CN105821967B (en) * 2016-05-20 2018-04-06 西安建筑科技大学 A kind of prefabricated T-shaped composite pile prepared from special section steel tube concrete

Similar Documents

Publication Publication Date Title
CN102587577A (en) Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof
CN207988220U (en) Combined steel plate shearing force wall
CN108316477B (en) The connection structure and construction method of the mid-node between the flat steel tube concrete column and the steel beam
CN104818775A (en) Novel prefabricated frame structure
CN105544865A (en) Prestress assembly type combined special-shaped column
CN204098241U (en) Trapezoidal steel plate interpolation type rectangular steel-tube concrete column and steel beam connecting joint
CN204385972U (en) Form removal combined wall board exempted from by gas concrete
CN103711256A (en) Multi-cavity concrete filled steel tubular column with perforated inner diaphragms and implementation method of column
CN211621962U (en) Node connection structure of multicavity L shape steel pipe concrete special-shaped column
CN105863163B (en) A kind of Prefabricated L-shaped composite pile prepared from special section steel tube concrete based on square steel connector
CN205663030U (en) Prefabricated T type dysmorphism steel pipe -concrete composite post
CN205637332U (en) Prefabricated L type dysmorphism steel pipe -concrete composite post based on square steel connecting piece
CN206091077U (en) Confined concrete combination column
CN106522468B (en) A Confined Concrete Composite Column
CN105821967B (en) A kind of prefabricated T-shaped composite pile prepared from special section steel tube concrete
CN105839774B (en) A kind of prefabricated T-shaped power consumption connecting node
CN204456068U (en) Box-shaped steel plate occlusion diaphragm wall
CN205637335U (en) Prefabricated L type dysmorphism steel pipe -concrete composite post
CN205663027U (en) Prefabricated T type power consumption connected node
CN209145150U (en) A new type of concrete-filled steel tubular column reinforced with T-shaped ribs
CN106930470A (en) A kind of concrete filled steel tube composite column structure with ribbing surrendered stage by stage
CN105822019A (en) Beam supporting two-side-plate joint with external extending cover plates
CN206859520U (en) The concrete filled steel tube composite column structure with ribbing surrendered stage by stage
CN205637336U (en) Prefabricated L shape post power consumption connected node
CN205776787U (en) A kind of support plug-in type beam column supporting bilateral plate node

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161026

CF01 Termination of patent right due to non-payment of annual fee