CN211548378U - T-shaped beam - Google Patents

T-shaped beam Download PDF

Info

Publication number
CN211548378U
CN211548378U CN201922365794.2U CN201922365794U CN211548378U CN 211548378 U CN211548378 U CN 211548378U CN 201922365794 U CN201922365794 U CN 201922365794U CN 211548378 U CN211548378 U CN 211548378U
Authority
CN
China
Prior art keywords
arm
beam arm
embedded
horizontal beam
horizontal
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
CN201922365794.2U
Other languages
Chinese (zh)
Inventor
沈小华
沈仲文
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.)
Hubei Younaide Energy Saving And Environment Prot Technology Co ltd
Original Assignee
Hubei Younaide Energy Saving And Environment Prot Technology 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 Hubei Younaide Energy Saving And Environment Prot Technology Co ltd filed Critical Hubei Younaide Energy Saving And Environment Prot Technology Co ltd
Priority to CN201922365794.2U priority Critical patent/CN211548378U/en
Application granted granted Critical
Publication of CN211548378U publication Critical patent/CN211548378U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

本实用新型涉及一种T形梁,其包括T形的混凝土主梁体和设置在该混凝土主梁体两端部的两组预埋连接件,所述混凝土主梁体一体成型的第一水平梁臂、第二水平梁臂、垂直梁臂和交汇柱,所述第一水平梁臂、第二水平梁臂和垂直梁臂外端部均开有梯形槽,第一水平梁臂、第二水平梁臂和垂直梁臂上均开有纵向贯通混凝土主梁体的拼装孔;所述预埋连接件自所述梯形槽伸出,并延伸至相应梁臂的外部,预埋连接件端部设有连接弯钩。本T形梁利用梯形槽口便于梁体端部纳入墙板、楼板或临梁并形成渐紧装配;通过强化桁架提升梁体的整体刚性,并针对不同部位通过附加筋提升梁体各处的支撑能力;交汇部独立的密集布筋桁架,使交汇部具备内隐受力梁柱的作用。

Figure 201922365794

The utility model relates to a T-shaped beam, which comprises a T-shaped concrete main beam body and two sets of pre-embedded connecting pieces arranged at both ends of the concrete main beam body. The beam arm, the second horizontal beam arm, the vertical beam arm and the intersection column, the outer ends of the first horizontal beam arm, the second horizontal beam arm and the vertical beam arm are all provided with trapezoidal grooves. Both the horizontal beam arm and the vertical beam arm are provided with assembling holes longitudinally penetrating the concrete main beam body; the pre-embedded connector protrudes from the trapezoidal groove and extends to the outside of the corresponding beam arm, and the end of the pre-embedded connector With connecting hook. This T-shaped beam uses trapezoidal notch to facilitate the end of the beam body to be incorporated into the wall plate, floor slab or adjacent beam and form a gradually tightening assembly; the overall rigidity of the beam body is improved by strengthening the truss, and the supporting capacity of the beam body is improved by additional ribs for different parts. ; The independent densely distributed truss of the junction makes the junction have the function of implicitly stressed beams and columns.

Figure 201922365794

Description

一种T形梁A T-beam

技术领域technical field

本实用新型涉及建筑材料领域,具体涉及一种T形梁。The utility model relates to the field of building materials, in particular to a T-shaped beam.

背景技术Background technique

装配式建筑规划自2015年以来密集出台,2015年末发布《工业化建筑评价标准》,决定2016年全国全面推广装配式建筑,并取得突破性进展;2015年11月14日住建部出台《建筑产业现代化发展纲要》计划到2020年装配式建筑占新建建筑的比例20%以上,到2025年装配式建筑占新建筑的比例50%以上。The prefabricated building plan has been introduced intensively since 2015. At the end of 2015, the "Industrialized Building Evaluation Standard" was released, and it was decided to comprehensively promote prefabricated buildings nationwide in 2016, and made breakthroughs; The Development Outline plans that by 2020, prefabricated buildings will account for more than 20% of new buildings, and by 2025, prefabricated buildings will account for more than 50% of new buildings.

现有T形装梁多由混凝土T形主体和外端的预埋连接筋构成,其存在以下缺陷:(1)与临侧墙板、楼板或梁体的拼装对位对拼,即使架模具灌注混凝土填缝搭接,其接缝处牢刚性依然不理想;(2)梁体混凝土结构主体的横向面受力和纵向的支撑的强度完全依靠由水泥体积和标号决定;(3)三个短墙交汇部作为主承重部位的纵向支撑力不足;(4)预埋连接件在经久受力情况下容易脱出主体。The existing T-shaped beams are mostly composed of concrete T-shaped main bodies and pre-embedded connecting ribs at the outer ends, which have the following defects: (1) The assembly and alignment of the adjacent side wall panels, floor slabs or beams, even if the frame mold is poured Concrete caulking and lap joint, the rigidity of the joints is still not ideal; (2) the transverse surface force of the main body of the beam concrete structure and the strength of the longitudinal support are completely determined by the volume and label of the cement; (3) the three short The longitudinal support force of the wall intersection as the main load-bearing part is insufficient; (4) the embedded connector is easy to come out of the main body under the condition of prolonged stress.

实用新型内容Utility model content

本实用新型要解决的技术问题是:克服现有T形拼装梁的上述缺陷,提供一种与拼装构件结合牢固、主承重部位纵向支撑力足、且及自身强度理想的T形梁。The technical problem to be solved by the utility model is: to overcome the above-mentioned defects of the existing T-shaped assembled beam, and to provide a T-shaped beam that is firmly combined with the assembled component, has sufficient longitudinal support force at the main load-bearing part, and has ideal self-strength.

为解决上述技术问题,本T形梁包括T形的混凝土主梁体和设置在该混凝土主梁体两端部的两组预埋连接件,其中,所述混凝土主梁体一体成型的第一水平梁臂、第二水平梁臂、垂直梁臂和交汇柱,所述第一水平梁臂、第二水平梁臂和垂直梁臂外端部均开有梯形槽,第一水平梁臂、第二水平梁臂和垂直梁臂上均开有纵向贯通混凝土主梁体的拼装孔;所述预埋连接件自所述梯形槽伸出,并延伸至相应梁臂的外部,预埋连接件端部设有连接弯钩。In order to solve the above-mentioned technical problems, the T-shaped beam includes a T-shaped concrete main beam body and two groups of pre-embedded connectors arranged at both ends of the concrete main beam body, wherein the first concrete main beam body is integrally formed. The horizontal beam arm, the second horizontal beam arm, the vertical beam arm and the intersection column, the outer ends of the first horizontal beam arm, the second horizontal beam arm and the vertical beam arm are all provided with trapezoidal grooves. The two horizontal beam arms and the vertical beam arms are provided with assembling holes longitudinally penetrating the concrete main beam body; the embedded connectors protrude from the trapezoidal grooves and extend to the outside of the corresponding beam arms, and the embedded connectors end There is a connecting hook on the part.

具体的,所述第一水平梁臂的长、宽尺寸为820×160mm,所述第二水平梁臂的长、宽尺寸为830×160mm,所述垂直梁臂长、宽尺寸为855×160mm,所述交汇柱的尺寸为160×160mm;所述预埋连接件露出部分长度为360mm,所述连接弯钩弧面半径为20mm,向回折返段长度为20mm;所述梯形槽的槽口宽度为70mm,槽底宽度为55mm,槽深为160mm;所述拼装孔直径为25mm。Specifically, the length and width of the first horizontal beam arm are 820×160mm, the length and width of the second horizontal beam arm are 830×160mm, and the length and width of the vertical beam arm are 855×160mm , the size of the intersection column is 160 × 160mm; the length of the exposed part of the embedded connector is 360mm, the radius of the curved surface of the connecting hook is 20mm, and the length of the return section is 20mm; the notch of the trapezoidal groove The width is 70mm, the width of the groove bottom is 55mm, and the groove depth is 160mm; the diameter of the assembling hole is 25mm.

具体的,所述第一水平梁臂、第二水平梁臂和交汇柱上设有四个拼装孔,四拼装孔按照间距405mm和500mm间隔布设,最外端的拼装孔与第一水平梁臂、第二水平梁臂的外端距离均为250mm;所述垂直梁臂上设有两个拼装孔,两拼装孔间距为405mm,两拼装孔与垂直梁臂外端及交汇柱外端的距离分别为250mm和200mm。Specifically, the first horizontal beam arm, the second horizontal beam arm and the intersection column are provided with four assembly holes, the four assembly holes are arranged at intervals of 405mm and 500mm, and the outermost assembly hole is connected to the first horizontal beam arm, The distance between the outer ends of the second horizontal beam arm is 250mm; the vertical beam arm is provided with two assembly holes, the distance between the two assembly holes is 405mm, and the distances between the two assembly holes and the outer end of the vertical beam arm and the outer end of the intersection column are respectively 250mm and 200mm.

为提升梁体作为墙板和楼板连接构件的结构强度,所述混凝土主梁体内预埋有强化桁架。In order to enhance the structural strength of the beam body as a connecting member of the wall plate and the floor plate, a strengthening truss is pre-embedded in the concrete main beam body.

为针对不同的结构部位进行不同的桁架强化,所述强化桁架包括预埋于所述第一水平梁臂、第二水平梁臂和垂直梁臂的第一方框架,预埋于交汇柱内的第二方框架,所述第一方框架内侧端与所述第二方框架焊连,第一方框架外侧端焊连有三角架。In order to carry out different truss strengthening for different structural parts, the strengthening truss includes a first frame embedded in the first horizontal beam arm, the second horizontal beam arm and the vertical beam arm, The second square frame, the inner end of the first square frame is welded to the second square frame, and the tripod is welded to the outer end of the first square frame.

进一步的,所述第一方框架的两侧垂直框内设有斜拉支撑加强筋;第二方框架各垂直框内均设有交叉筋。Further, the vertical frames on both sides of the first square frame are provided with oblique-pulling support reinforcing ribs; the vertical frames of the second square frame are provided with cross ribs.

为使预埋连接件在混凝土主体内埋设牢固,所述预埋连接件于混凝土主梁体中的预埋端与所述三角架连接。In order to make the embedded connecting piece firmly embedded in the concrete main body, the embedded end of the embedded connecting piece in the concrete main beam body is connected with the tripod.

本实用新型一种T形梁的有益效果为:The beneficial effects of a T-shaped beam of the present utility model are:

(1)利用梯形槽口便于梁体端部纳入墙板、楼板或临梁并形成渐紧装配;(1) The trapezoidal notch is used to facilitate the end of the beam body to be incorporated into the wall panel, floor slab or adjacent beam and form a gradually tightening assembly;

(2)通过强化桁架提升梁体的整体刚性,并针对不同部位通过附加筋提升梁体各处的支撑能力;(2) Improve the overall rigidity of the beam body by strengthening the truss, and improve the supporting capacity of the beam body through additional ribs for different parts;

(3)交汇部独立的密集布筋桁架,使交汇部具备内隐受力梁柱的作用;(3) The independent densely-arranged truss at the intersection makes the intersection have the function of implicitly stressed beams and columns;

(4)边侧三角架使预埋连接件与梁体结合为整体,保证了拼装后的墙板、楼板或临梁的牢固连接。(4) The side tripod makes the embedded connector and the beam body as a whole, which ensures the firm connection of the assembled wall panels, floor slabs or adjacent beams.

附图说明Description of drawings

下面结合附图对本实用新型一种T形梁作进一步说明:Below in conjunction with accompanying drawing, a kind of T-beam of the present utility model is further described:

图1是本T形梁实施方式1的后视平面结构示意图;Fig. 1 is the rear view plan structure schematic diagram of this T-beam Embodiment 1;

图2是本T形梁实施方式1的侧视平面结构示意图;Fig. 2 is the side view plan structure schematic diagram of this T-beam Embodiment 1;

图3是本T形梁实施方式1的俯视平面结构示意图;3 is a schematic top plan view of the T-beam Embodiment 1;

图4是本T形梁实施方式1的立体结构示意图;4 is a schematic three-dimensional structure diagram of Embodiment 1 of the T-shaped beam;

图5是本T形梁实施方式2的后视透视结构示意图(实线部分为可视结构,虚线部分为透视结构);Fig. 5 is the rear view perspective structure schematic diagram of this T-beam Embodiment 2 (the solid line part is the visible structure, and the dotted line part is the perspective structure);

图6是本T形梁实施方式2的侧视透视结构示意图(实线部分为可视结构,虚线部分为透视结构);Fig. 6 is the side view perspective structure schematic diagram of this T-beam Embodiment 2 (the solid line part is the visible structure, the dotted line part is the perspective structure);

图7是本T形梁实施方式2的俯视透视结构示意图(实线部分为可视结构,虚线部分为透视结构)。FIG. 7 is a schematic view of the top perspective structure of Embodiment 2 of the T-shaped beam (the solid line part is a visible structure, and the dotted line part is a perspective structure).

图中:In the picture:

1-混凝土主梁体、2-预埋连接件、3-梯形槽、4-拼装孔、5-强化桁架;1- Concrete main beam body, 2- Pre-embedded connector, 3- Trapezoidal groove, 4- Assembly hole, 5- Reinforced truss;

11-第一水平梁臂、12-第二水平梁臂、13-垂直梁臂、14-交汇柱、21-连接弯钩、51-第一方框架、52-第二方框架、53-三角架、54-斜拉支撑加强筋、55-交叉筋。11-First horizontal beam arm, 12-Second horizontal beam arm, 13-Vertical beam arm, 14-Intersection column, 21-Connecting hook, 51-First square frame, 52-Second square frame, 53-Triangle Frame, 54-Cable-stayed support reinforcement, 55-Cross reinforcement.

具体实施方式Detailed ways

在本实用新型中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”等术语应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或成一体;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本实用新型中的具体含义。In the present utility model, unless otherwise expressly specified and limited, the terms "installation", "connection", "connection", "fixed" and other terms should be understood in a broad sense, for example, it may be a fixed connection or a detachable connection Connection, or integration; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the internal communication between two elements or the interaction relationship between the two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations.

在本实用新型的描述中,需要理解的是,术语“左”、“右”、“前”、“后”、“顶”、“底”、“内”、“外”等指示的方位或位置关系均为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the terms "left", "right", "front", "rear", "top", "bottom", "inner", "outer" and the like indicate the orientation or The positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operation, so it cannot be construed as a limitation to the present invention.

实施方式1:如图1至4所示,本T形梁包括T形的混凝土主梁体1和设置在该混凝土主梁体1两端部的两组预埋连接件2,其中,所述混凝土主梁体1一体成型的第一水平梁臂11、第二水平梁臂12、垂直梁臂13和交汇柱14,所述第一水平梁臂11、第二水平梁臂12和垂直梁臂13外端部均开有梯形槽3,第一水平梁臂11、第二水平梁臂12和垂直梁臂13上均开有纵向贯通混凝土主梁体1的拼装孔4;所述预埋连接件2自所述梯形槽3伸出,并延伸至相应梁臂的外部,预埋连接件2端部设有连接弯钩21。Embodiment 1: As shown in Figures 1 to 4, the T-shaped beam includes a T-shaped concrete main beam body 1 and two groups of embedded connectors 2 arranged at both ends of the concrete main beam body 1, wherein the The first horizontal beam arm 11, the second horizontal beam arm 12, the vertical beam arm 13 and the intersection column 14 are integrally formed with the concrete main beam body 1, the first horizontal beam arm 11, the second horizontal beam arm 12 and the vertical beam arm 13. The outer ends are all provided with trapezoidal grooves 3, and the first horizontal beam arm 11, the second horizontal beam arm 12 and the vertical beam arm 13 are all provided with assembling holes 4 that penetrate the concrete main beam body 1 longitudinally; the pre-embedded connection The piece 2 protrudes from the trapezoidal groove 3 and extends to the outside of the corresponding beam arm, and the end of the embedded connecting piece 2 is provided with a connecting hook 21 .

所述第一水平梁臂11的长、宽尺寸为820×160mm,所述第二水平梁臂12的长、宽尺寸为830×160mm,所述垂直梁臂13长、宽尺寸为855×160mm,所述交汇柱14的尺寸为160×160mm;所述预埋连接件2露出部分长度为360mm,所述连接弯钩21弧面半径为20mm,向回折返段长度为20mm;所述梯形槽3的槽口宽度为70mm,槽底宽度为55mm,槽深为160mm;所述拼装孔4直径为25mm。The length and width dimensions of the first horizontal beam arm 11 are 820×160mm, the length and width dimensions of the second horizontal beam arm 12 are 830×160mm, and the length and width dimensions of the vertical beam arm 13 are 855×160mm , the size of the intersection column 14 is 160×160mm; the length of the exposed part of the embedded connector 2 is 360mm, the radius of the arc surface of the connecting hook 21 is 20mm, and the length of the return section is 20mm; the trapezoidal groove The slot width of 3 is 70mm, the width of the slot bottom is 55mm, and the slot depth is 160mm; the diameter of the assembling hole 4 is 25mm.

所述第一水平梁臂11、第二水平梁臂12和交汇柱14上设有四个拼装孔4,四拼装孔4按照间距405mm和500mm间隔布设,最外端的拼装孔4与第一水平梁臂11、第二水平梁臂12的外端距离均为250mm;所述垂直梁臂13上设有两个拼装孔4,两拼装孔4间距为405mm,两拼装孔4与垂直梁臂13外端及交汇柱14外端的距离分别为250mm和200mm。The first horizontal beam arm 11, the second horizontal beam arm 12 and the intersection column 14 are provided with four assembly holes 4, the four assembly holes 4 are arranged at intervals of 405mm and 500mm, and the outermost assembly hole 4 is connected to the first horizontal beam. The distance between the outer ends of the beam arm 11 and the second horizontal beam arm 12 is both 250mm; the vertical beam arm 13 is provided with two assembly holes 4, the distance between the two assembly holes 4 is 405mm, and the two assembly holes 4 and the vertical beam arm 13 The distance between the outer end and the outer end of the intersection column 14 is 250mm and 200mm, respectively.

实施方式2:如图5至7所示,所述混凝土主梁体1内预埋有强化桁架5。提升梁体作为墙板和楼板连接构件的结构强度。所述强化桁架5包括预埋于所述第一水平梁臂11、第二水平梁臂12和垂直梁臂13的第一方框架51,预埋于交汇柱14内的第二方框架52,所述第一方框架51内侧端与所述第二方框架52焊连,第一方框架51外侧端焊连有三角架53。所述第一方框架51的两侧垂直框内设有斜拉支撑加强筋54;第二方框架52各垂直框内均设有交叉筋55。针对不同的结构部位进行不同的桁架强化。所述预埋连接件2于混凝土主梁体1中的预埋端与所述三角架53连接。使预埋连接件在混凝土主体内埋设牢固。其余部件和结构如实施方式1所述,略。Embodiment 2: As shown in FIGS. 5 to 7 , the concrete main beam body 1 is pre-embedded with a reinforcing truss 5 . Improve the structural strength of the beam as a connecting member of the wall and floor. The reinforcing truss 5 includes a first square frame 51 embedded in the first horizontal beam arm 11 , the second horizontal beam arm 12 and the vertical beam arm 13 , and a second square frame 52 embedded in the intersection column 14 , The inner end of the first frame 51 is welded to the second frame 52 , and the outer end of the first frame 51 is welded to a tripod 53 . The two vertical frames of the first square frame 51 are provided with diagonal-pulling support reinforcing ribs 54 ; the vertical frames of the second square frame 52 are provided with cross ribs 55 . Different truss reinforcements are carried out for different structural parts. The embedded end of the embedded connector 2 in the concrete main beam body 1 is connected to the tripod 53 . The pre-embedded connector is firmly embedded in the concrete main body. The rest of the components and structures are as described in Embodiment 1, which is omitted.

本T形梁利用梯形槽口便于梁体端部纳入墙板、楼板或临梁并形成渐紧装配;通过强化桁架提升梁体的整体刚性,并针对不同部位通过附加筋提升梁体各处的支撑能力;交汇部独立的密集布筋桁架,使交汇部具备内隐受力梁柱的作用;边侧三角架使预埋连接件与梁体结合为整体,保证了拼装后的墙板、楼板或临梁的牢固连接。This T-shaped beam uses trapezoidal notch to facilitate the end of the beam body to be incorporated into wall panels, floor slabs or adjacent beams and form a gradual tightening assembly; the overall rigidity of the beam body is improved by strengthening the truss, and the supporting capacity of the beam body is improved by additional ribs for different parts. ;The independent densely-distributed truss at the intersection makes the intersection have the function of implicitly bearing beams and columns; the side tripod makes the embedded connector and the beam as a whole, ensuring the assembled wall, floor or adjacent. Strong connection of beams.

以上描述显示了本实用新型的主要特征、基本原理,以及本实用新型的优点。对于本领域技术人员而言,显然本实用新型不限于上述示范性实施方式或者实施例的细节,且在不背离本实用新型的精神或者基本特征的情况下,能够以其他的具体形式实现本实用新型。因此应将上述实施方式或者实施例看作示范性的,且非限制性的。本实用新型的范围由所附权利要求而非上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本实用新型内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。The above description shows the main features, basic principles, and advantages of the present invention. For those skilled in the art, it is obvious that the present invention is not limited to the details of the above-mentioned exemplary embodiments or examples, and can be implemented in other specific forms without departing from the spirit or basic features of the present invention. new. Accordingly, the above-described embodiments or examples should be considered as exemplary and not restrictive. The scope of the present invention is defined by the appended claims rather than the foregoing description, and therefore all changes that come within the meaning and range of equivalency of the claims are intended to be embraced therein. Any reference signs in the claims shall not be construed as limiting the involved claim.

此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described in terms of embodiments, not each embodiment only includes an independent technical solution, and this description in the specification is only for the sake of clarity, and those skilled in the art should take the specification as a whole , the technical solutions in each embodiment can also be appropriately combined to form other implementations that can be understood by those skilled in the art.

Claims (7)

1.一种T形梁,其特征是:包括T形的混凝土主梁体(1)和设置在该混凝土主梁体(1)两端部的两组预埋连接件(2),其中,1. a T-shaped beam, it is characterized in that: comprise T-shaped concrete main beam body (1) and two groups of embedded connectors (2) arranged at both ends of this concrete main beam body (1), wherein, 所述混凝土主梁体(1)一体成型的第一水平梁臂(11)、第二水平梁臂(12)、垂直梁臂(13)和交汇柱(14),所述第一水平梁臂(11)、第二水平梁臂(12)和垂直梁臂(13)外端部均开有梯形槽(3),第一水平梁臂(11)、第二水平梁臂(12)和垂直梁臂(13)上均开有纵向贯通混凝土主梁体(1)的拼装孔(4);The first horizontal beam arm (11), the second horizontal beam arm (12), the vertical beam arm (13) and the intersection column (14) are integrally formed with the concrete main beam body (1). (11), the outer ends of the second horizontal beam arm (12) and the vertical beam arm (13) are all provided with trapezoidal grooves (3), the first horizontal beam arm (11), the second horizontal beam arm (12) and the vertical beam The beam arms (13) are provided with assembling holes (4) longitudinally penetrating the concrete main beam body (1); 所述预埋连接件(2)自所述梯形槽(3)伸出,并延伸至相应梁臂的外部,预埋连接件(2)端部设有连接弯钩(21)。The embedded connecting piece (2) protrudes from the trapezoidal groove (3) and extends to the outside of the corresponding beam arm, and the end of the embedded connecting piece (2) is provided with a connecting hook (21). 2.根据权利要求1所述的T形梁,其特征是:所述第一水平梁臂(11)的长、宽尺寸为820×160mm,所述第二水平梁臂(12)的长、宽尺寸为830×160mm,所述垂直梁臂(13)长、宽尺寸为855×160mm,所述交汇柱(14)的尺寸为160×160mm;所述预埋连接件(2)露出部分长度为360mm,所述连接弯钩(21)弧面半径为20mm,向回折返段长度为20mm;所述梯形槽(3)的槽口宽度为70mm,槽底宽度为55mm,槽深为160mm;所述拼装孔(4)直径为25mm。2. The T-beam according to claim 1, wherein the length and width of the first horizontal beam arm (11) are 820×160 mm, and the length and width of the second horizontal beam arm (12) are 820×160 mm. The width dimension is 830×160mm, the length and width dimensions of the vertical beam arm (13) are 855×160mm, and the dimension of the intersection column (14) is 160×160mm; the length of the exposed part of the embedded connector (2) is is 360mm, the radius of the curved surface of the connecting hook (21) is 20mm, and the length of the return section is 20mm; the width of the notch of the trapezoidal groove (3) is 70mm, the width of the bottom of the groove is 55mm, and the depth of the groove is 160mm; The diameter of the assembling hole (4) is 25mm. 3.根据权利要求2所述的T形梁,其特征是:所述第一水平梁臂(11)、第二水平梁臂(12)和交汇柱(14)上设有四个拼装孔(4),四拼装孔(4)按照间距405mm和500mm间隔布设,最外端的拼装孔(4)与第一水平梁臂(11)、第二水平梁臂(12)的外端距离均为250mm;所述垂直梁臂(13)上设有两个拼装孔(4),两拼装孔(4)间距为405mm,两拼装孔(4)与垂直梁臂(13)外端及交汇柱(14)外端的距离分别为250mm和200mm。3. The T-beam according to claim 2, wherein the first horizontal beam arm (11), the second horizontal beam arm (12) and the intersection column (14) are provided with four assembling holes ( 4), the four assembly holes (4) are arranged at intervals of 405mm and 500mm, and the distance between the outermost assembly hole (4) and the outer ends of the first horizontal beam arm (11) and the second horizontal beam arm (12) are both 250mm The vertical beam arm (13) is provided with two assembly holes (4), the distance between the two assembly holes (4) is 405mm, the two assembly holes (4) and the outer end of the vertical beam arm (13) and the intersection column (14) ) are 250mm and 200mm from the outer ends, respectively. 4.根据权利要求1至3任一项所述的T形梁,其特征是:所述混凝土主梁体(1)内预埋有强化桁架(5)。4. The T-beam according to any one of claims 1 to 3, characterized in that: a reinforcing truss (5) is pre-embedded in the concrete main beam body (1). 5.根据权利要求4所述的T形梁,其特征是:所述强化桁架(5)包括预埋于所述第一水平梁臂(11)、第二水平梁臂(12)和垂直梁臂(13)的第一方框架(51),预埋于交汇柱(14)内的第二方框架(52),所述第一方框架(51)内侧端与所述第二方框架(52)焊连,第一方框架(51)外侧端焊连有三角架(53)。5. The T-beam according to claim 4, characterized in that: the reinforcing truss (5) comprises pre-embedded first horizontal beam arms (11), second horizontal beam arms (12) and vertical beams The first square frame (51) of the arm (13), the second square frame (52) embedded in the intersection column (14), the inner end of the first square frame (51) and the second square frame ( 52) Welding, a tripod (53) is welded to the outer end of the first square frame (51). 6.根据权利要求5所述的T形梁,其特征是:所述第一方框架(51)的两侧垂直框内设有斜拉支撑加强筋(54);第二方框架(52)各垂直框内均设有交叉筋(55)。6. The T-beam according to claim 5, characterized in that: the vertical frames on both sides of the first square frame (51) are provided with diagonal-stayed support reinforcing ribs (54); the second square frame (52) Each vertical frame is provided with cross ribs (55). 7.根据权利要求6所述的T形梁,其特征是:所述预埋连接件(2)于混凝土主梁体(1)中的预埋端与所述三角架(53)连接。7 . The T-beam according to claim 6 , wherein the embedded end of the embedded connector ( 2 ) in the concrete main beam body ( 1 ) is connected to the tripod ( 53 ). 8 .
CN201922365794.2U 2019-12-25 2019-12-25 T-shaped beam Expired - Fee Related CN211548378U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922365794.2U CN211548378U (en) 2019-12-25 2019-12-25 T-shaped beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922365794.2U CN211548378U (en) 2019-12-25 2019-12-25 T-shaped beam

Publications (1)

Publication Number Publication Date
CN211548378U true CN211548378U (en) 2020-09-22

Family

ID=72509254

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922365794.2U Expired - Fee Related CN211548378U (en) 2019-12-25 2019-12-25 T-shaped beam

Country Status (1)

Country Link
CN (1) CN211548378U (en)

Similar Documents

Publication Publication Date Title
CN105544742B (en) Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method
JP5656657B2 (en) Precast concrete joint structure
CN211548378U (en) T-shaped beam
CN115538675A (en) Steel beam and prefabricated floor slab connecting joint
CN113513089B (en) FRP (fiber reinforced plastic) wrapped crossed steel reinforced concrete column-H-shaped steel beam connecting node and mounting method
CN105714934A (en) Node connecting structure of assembled circular concrete-filled steel tube special-shaped column-in-column and construction method of node connecting structure
CN211548379U (en) L-shaped beam
CN211548377U (en) Linear beam
CN206233408U (en) The light steel combining structure house of assembled
CN109707069B (en) A detachable prefabricated modular shear wall based on section steel connection and its assembly method
KR102118884B1 (en) Hybrid PC underground parking lot
CN210658724U (en) Rigid connection node of steel column and concrete column
CN216076471U (en) Reinforced filling wall structure
JP4636538B2 (en) Construction method of precast reinforced concrete buildings
CN211646964U (en) Reinforced beam body combined structure
CN216042833U (en) Spliced support platform
CN216641030U (en) Assembled connected exterior wall panels
CN205591346U (en) Beam column node of combined material and concrete integrated configuration
CN209760446U (en) Steel structural framework old building post roof beam node reinforced structure
CN211548348U (en) L-shaped wallboard
JP6174984B2 (en) Steel beam
CN211548347U (en) T-shaped wallboard
CN112095778A (en) I-beam configuration column-beam connector, column-beam connection structure and construction method
CN205369545U (en) Assembled circular steel tube concrete dysmorphism post corner post nodal connection structure
KR102346729B1 (en) Supporter for the structure construction

Legal Events

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

Granted publication date: 20200922

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