[go: up one dir, main page]

CN106948547B - Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly - Google Patents

Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly Download PDF

Info

Publication number
CN106948547B
CN106948547B CN201710280840.1A CN201710280840A CN106948547B CN 106948547 B CN106948547 B CN 106948547B CN 201710280840 A CN201710280840 A CN 201710280840A CN 106948547 B CN106948547 B CN 106948547B
Authority
CN
China
Prior art keywords
plate
supporting
building floor
support
vertical plate
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.)
Active
Application number
CN201710280840.1A
Other languages
Chinese (zh)
Other versions
CN106948547A (en
Inventor
叶晓光
叶晓明
王雪
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.)
Heilongjiang Shinaida Building Technology Co ltd
Original Assignee
Heilongjiang Shinaida Building 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 Heilongjiang Shinaida Building Technology Co ltd filed Critical Heilongjiang Shinaida Building Technology Co ltd
Priority to CN201710280840.1A priority Critical patent/CN106948547B/en
Publication of CN106948547A publication Critical patent/CN106948547A/en
Application granted granted Critical
Publication of CN106948547B publication Critical patent/CN106948547B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明公开了一种大跨度装配式开口型建筑底板工字梁安装支座及安装组件,属于建筑工程技术领域。该安装支座包括托板,竖板和装配件。两个托板侧面相对设置,竖板的底面两端分别与托板上表面固定连接。两个托板相对侧面与竖板的底面形成宽度不小于工字梁上翼缘宽度的限位槽。托板在连接竖板的外侧设有通孔。装配件为圆台与截面为L型的弯板的组合体,L型的弯板截面长边自由端所在侧面与圆台侧面固定连接,L型的弯板截面的拐角处为圆角结构。装配件的圆台底面上设有贯穿圆台和托板并与竖板连通的螺纹孔。同时还提供了含有该支座的安装组件。由于不需打孔等对建筑底板的破坏性处理,可有效保持建筑底板的完整性,能够延长建筑底板的使用寿命。

Figure 201710280840

The invention discloses a large-span assembled open-type building floor I-beam mounting support and mounting components, belonging to the technical field of construction engineering. The mounting bracket includes pallets, risers and fittings. The sides of the two supporting plates are arranged opposite to each other, and the two ends of the bottom surface of the vertical plate are respectively fixedly connected with the upper surface of the supporting plates. The opposite sides of the two support plates and the bottom surface of the riser form a limiting groove whose width is not less than the width of the upper flange of the I-beam. The supporting plate is provided with a through hole on the outer side of the connecting vertical plate. The assembly is a combination of a round platform and a bent plate with an L-shaped section. The side where the free end of the long side of the L-shaped bent plate section is fixedly connected to the side of the round table. The corners of the L-shaped bent plate section are rounded. The bottom surface of the round platform of the assembly part is provided with a threaded hole which runs through the round platform and the supporting plate and communicates with the vertical plate. A mounting kit containing the stand is also provided. Since there is no need for destructive treatment of the building floor, such as punching, the integrity of the building floor can be effectively maintained, and the service life of the building floor can be extended.

Figure 201710280840

Description

大跨度装配式开口型建筑底板工字梁安装支座及安装组件Large-span assembled open-type building floor I-beam installation support and installation components

技术领域technical field

本发明涉及一种大跨度装配式开口型建筑底板工字梁安装支座及安装组件,属于建筑工程技术领域。The invention relates to a large-span assembled open-type building floor I-beam mounting support and mounting components, belonging to the technical field of construction engineering.

背景技术Background technique

工字梁是指截面为工字形的轧制铁梁或钢梁,是在建筑领域中被广泛应用为桁架体系或高层楼层梁,如主檩或次檩等重要建筑构件。对于跨度较小的建筑底板,如屋面板,楼承板建筑体系,工字梁能够很好地承受建筑底板的压力。但是当建筑底板的跨度增大或悬挂荷载增大时,工字梁承受的压力也随之增大,在工字梁上翼缘上表面与建筑底板接触之处会出现应力不足的问题。I-beams refer to rolled iron beams or steel beams with I-shaped cross-sections, which are widely used in the field of construction as truss systems or high-rise floor beams, such as main purlins or secondary purlins and other important building components. For building base plates with small spans, such as roof panels and floor deck building systems, I-beams can well withstand the pressure of the building base plate. However, when the span of the building floor increases or the suspension load increases, the pressure on the I-beam also increases, and there will be insufficient stress at the point where the upper surface of the upper flange of the I-beam contacts the building floor.

针对该问题,现有技术一般是在建筑底板的上部或下部采用Π形或Ω形的固定座对建筑底板进行加固等效处理(如专利申请号为200720007804.X的图2),又或者通过焊接支撑架或垫片等部件增大工字梁上翼缘上表面的支撑面积。其中,通过加装固定座的方式虽然能够起到很好的强化作用,但由于在固定件的加装需要对建筑底板进行穿刺打孔,再通过螺栓固定连接。这种方式会对建筑底板本身造成破坏,使得建筑底板的穿刺之处容易在使用过程中被雨水或其他液体腐蚀,缩短其使用寿命。同时,穿刺打孔也会增加使用工序,给施工带来麻烦。而对于焊接支撑部件,由于焊接过程需要消耗能源,且有明火,会给施工带来一定安全风险。In view of this problem, the prior art generally adopts a Π-shaped or Ω-shaped fixing seat on the upper or lower part of the building base plate to perform equivalent reinforcement treatment on the building base plate (such as the patent application No. 200720007804.X in Figure 2), or through Components such as welding support frames or gaskets increase the supporting area of the upper surface of the upper flange of the I-beam. Among them, although the method of adding a fixing seat can play a good strengthening effect, due to the installation of the fixing piece, it is necessary to puncture and punch holes in the building floor, and then fix the connection by bolts. This method will cause damage to the building base plate itself, making the puncture of the building base plate easy to be corroded by rainwater or other liquids during use, shortening its service life. Simultaneously, puncture and perforation also can increase working procedure, bring trouble to construction. As for the welding support parts, because the welding process needs to consume energy and there is an open flame, it will bring certain safety risks to the construction.

同时,在建筑底板上加装悬挂构件时,往往安装一些与建筑底板平行的连接件、垫片等部件以起到提供足够的接触面积和支撑力等作用,这些部件在安装过程中通常会以紧固螺杆或螺栓为中心转动,导致安装效率降低。At the same time, when installing suspension components on the building floor, some connectors, gaskets and other components parallel to the building floor are often installed to provide sufficient contact area and supporting force. The fastening screw or bolt rotates centrally, resulting in reduced installation efficiency.

发明内容Contents of the invention

为解决现有在安装大跨度建筑底板,工字梁受力不足,固定架等效处理会对建筑底板造成破坏,易被腐蚀,使用寿命缩短,焊接过程带来的施工安全风险以及安装效率偏低等技术问题,本发明提供了一种专用于安装大跨度装配式开口型建筑底板工字梁的支座以及安装组件,所采取的技术方案如下:In order to solve the problem of insufficient force on the I-beam in the installation of large-span building floor, the equivalent treatment of the fixing frame will cause damage to the building floor, it is easy to be corroded, the service life is shortened, the construction safety risk caused by the welding process and the installation efficiency are low, etc. Technical problem. The present invention provides a support and installation assembly specially used for installing large-span assembled open-type building floor I-beams. The technical scheme adopted is as follows:

一种大跨度装配式开口型建筑底板工字梁安装支座,该安装支座包括两个托板41,连接两个托板41的竖板42和固定在托板41底部的装配件5;A large-span assembled open-type building floor I-beam installation support, the installation support includes two supporting plates 41, a vertical plate 42 connecting the two supporting plates 41 and an assembly part 5 fixed on the bottom of the supporting plates 41;

所述两个托板41侧面相对设置,竖板42的底面两端分别与托板41上表面固定连接;The sides of the two supporting plates 41 are arranged oppositely, and the two ends of the bottom surface of the vertical plate 42 are fixedly connected with the upper surface of the supporting plate 41 respectively;

所述竖板42所在平面与托板41所在平面垂直;The plane where the riser 42 is located is perpendicular to the plane where the supporting plate 41 is located;

两个托板41相对侧面与竖板42的底面形成宽度不小于工字梁上翼缘宽度的限位槽44;The opposite sides of the two supporting plates 41 and the bottom surface of the riser 42 form a limiting groove 44 whose width is not less than the width of the upper flange of the I-beam;

所述托板41在连接竖板42的外侧设有通孔45;The supporting plate 41 is provided with a through hole 45 on the outer side of the connecting vertical plate 42;

所述装配件5为圆台与截面为L型的弯板的组合体;L型的弯板截面长边自由端所在侧面与圆台侧面固定连接;The assembly part 5 is a combination of a circular platform and a bent plate with an L-shaped cross section; the side where the free end of the long side of the L-shaped curved plate section is located is fixedly connected to the side of the circular platform;

所述装配件5的圆台底面上设有至少贯穿圆台并与托板41连接的的螺纹孔46。The bottom surface of the circular platform of the assembly part 5 is provided with a threaded hole 46 at least passing through the circular platform and connected with the supporting plate 41 .

优选地,所述L型的弯板截面的拐角处为圆角结构。Preferably, corners of the L-shaped bent plate section are rounded.

优选地,所述螺纹孔46的深度可以是仅贯穿装配件5的圆台并深入到托板41实现与托板41的连接,也可以直接贯穿所述圆台和托板41并深入到竖板42。螺纹孔46的孔深根据受力要求确定。Preferably, the depth of the threaded hole 46 can only pass through the round platform of the assembly part 5 and go deep into the supporting plate 41 to realize the connection with the supporting plate 41, or it can directly pass through the round platform and the supporting plate 41 and go deep into the vertical plate 42 . The hole depth of the threaded hole 46 is determined according to the force requirement.

优选地,所述托板41的上表面两侧沿长度方向设有凸棱II43。Preferably, ribs II43 are provided on both sides of the upper surface of the supporting plate 41 along the length direction.

优选地,两个相对托板41上的凸棱II 43可以连接为一体。Preferably, the ribs II 43 on the two opposite supporting plates 41 can be connected as a whole.

更优选地,开口型建筑底板,两边外侧设有平行的凸棱I1,相邻的建筑底板通过扣合搭接形成开口结构,开口结构中相对的两个凸棱I1形成滑槽2,每个建筑底板靠近凸棱I1的内侧设有平行于滑槽2与凸棱II43配合的凹槽3。More preferably, the open-type building base plate has parallel convex ribs I1 on the outside of both sides, and the adjacent building base plates form an opening structure by buckling and overlapping, and the two opposing ribs I1 in the opening structure form a chute 2, and each A groove 3 parallel to the slide groove 2 and matched with the rib II43 is provided on the inner side of the building base plate close to the rib II43.

优选地,所述竖板42设有的平面上设有镂空结构421。Preferably, the plane on which the riser 42 is provided is provided with a hollow structure 421 .

本发明的另一目的在于提供一种含有所述的安装支座的安装组件,该安装组件包括至少一个上层连接件和至少一个下层连接件;所述上层连接件和下层连接件包括支座4,固定件6,紧固螺栓7,以及T型螺杆10;所述T型螺杆10通过通孔45将支座4固定在建筑底板上;所述支座4通过螺纹孔46和紧固螺栓7与固定件6连接,以便于固定建筑底板于工字钢上。Another object of the present invention is to provide a mounting assembly containing the mounting support, the mounting assembly includes at least one upper connector and at least one lower connector; the upper connector and the lower connector include a support 4 , fixture 6, fastening bolt 7, and T-shaped screw rod 10; Described T-shaped screw rod 10 fixes support 4 on the building floor through through hole 45; Described support 4 passes threaded hole 46 and fastening bolt 7 It is connected with the fixing part 6 so as to fix the building base plate on the I-beam.

优选地,所述上层连接件包含两个与装配件5连接的上层固定件61;所述上层固定件61包括一个底面和两个在底面两侧反向斜向上弯折的侧面;上层固定件61的底面设有用于串接紧固螺栓7的通孔或螺纹孔。Preferably, the upper layer connector includes two upper layer fixing parts 61 connected with the assembly part 5; the upper layer fixing part 61 includes a bottom surface and two sides bent upwards in opposite directions on both sides of the bottom surface; the upper layer fixing part The bottom surface of 61 is provided with through holes or threaded holes for connecting fastening bolts 7 in series.

优选地,所述上层固定件61的两个侧面顶端的处于同一平面。Preferably, top ends of the two sides of the upper fixing member 61 are on the same plane.

优选地,装配件5弯板的L型截面拐角处为圆角结构;所述上层固定件61一个侧面自由端设有与装配件5弯板的L型截面圆角型拐角配合的圆柱,另一侧设有用于卡住工字梁上翼缘底面的支撑平面或支撑曲面。Preferably, the corner of the L-shaped cross-section of the bent plate of the fitting 5 is a rounded structure; one side free end of the upper fixing member 61 is provided with a cylinder that matches the rounded corner of the L-shaped cross-section of the bent plate of the fitting 5, and another One side is provided with a supporting plane or a supporting curved surface for clamping the bottom surface of the upper flange of the I-beam.

优选地,所述下层连接件包括一个长条形下层固定件62;所述下层固定件62上至少设有两个用于穿接紧固螺栓7的通孔。Preferably, the lower connecting member includes a strip-shaped lower fixing member 62 ; the lower fixing member 62 is provided with at least two through holes for passing through the fastening bolts 7 .

优选地,所述下层固定件62与两个垂直连接的紧固螺栓7形成支撑工字梁底层下表面支撑结构;所述下层固定件62的侧面或底面上设有连接槽道或连接孔,以便于与其他支吊系统进行连接,或者直接作为悬吊挂架的基础。Preferably, the lower fixing member 62 and the two vertically connected fastening bolts 7 form a support structure supporting the lower surface of the bottom layer of the I-beam; the side or bottom surface of the lower fixing member 62 is provided with a connecting channel or a connecting hole, In order to facilitate connection with other suspension systems, or directly as the basis for suspension racks.

所述下层固定件62可以实心或空心方管,还可以是上下表面或侧面上设有通孔的现有已知槽道。The lower fixing member 62 can be a solid or hollow square tube, or can be an existing known channel with through holes on the upper and lower surfaces or sides.

本发明所称大跨度一般是指当悬吊荷载较轻时跨度超过3米的建筑底板。当悬吊荷载较高时,也适用于跨度小于3米的建筑底板。The so-called large span in the present invention generally refers to a building floor with a span exceeding 3 meters when the suspended load is light. When the suspended load is high, it is also suitable for the building floor with a span of less than 3 meters.

相比于现有技术,本发明有益效果:Compared with the prior art, the present invention has beneficial effects:

本发明的安装支座及安装组件,可与开口型建筑底板进行配合,实现工字梁安装的无穿孔连接,实现吊装挂件的装配式安装。由于安装过程不需进行打孔,焊接等操作,只需通过螺栓等部件对安装组件进行简单组装即可,施工更加方便,快捷,安全,且能耗低。由于不需打孔等对建筑底板的破坏性处理,可有效保持建筑底板的完整性,能够延长建筑底板的使用寿命。The mounting support and the mounting assembly of the present invention can cooperate with the opening-shaped building floor to realize the non-perforated connection of the I-beam installation and the assembled installation of the hoisting pendant. Since the installation process does not require drilling, welding and other operations, it only needs to simply assemble the installation components through bolts and other components, making the construction more convenient, fast, safe and low energy consumption. Since there is no need for destructive treatment of the building floor, such as punching, the integrity of the building floor can be effectively maintained, and the service life of the building floor can be extended.

支座的托板能够有效地增加工字梁宽度方向上与建筑底板的接触基础面积,在局部形成十字形的支撑区域,避免工字梁与建筑底板接触边缘处的应力不足的问题。The supporting plate of the support can effectively increase the contact base area between the I-beam and the building floor in the width direction, and locally form a cross-shaped support area to avoid the problem of insufficient stress at the contact edge of the I-beam and the building floor.

支座的构件采用镂空处理,降低了原料使用量和成本,同时也减轻了支座的本身的重量。The components of the support are hollowed out, which reduces the amount of raw materials used and cost, and also reduces the weight of the support itself.

安装支座和安装组件可以与其他支吊系统配合完成风、水、电、马道、装饰等悬吊挂件的安装,同时,下层固定件还可作为悬吊挂件加装其他挂件,不需再安装其他部件,从而能够大幅节省钢材的使用量。至少可节省风水电等安装系统六分之五左右的用钢量。同时,装配式组装,无需焊接,不需明火操作,提高安装施工的安全性。此外,还可减少用工,大大降低施工难度并且大大缩短工期。The installation support and installation components can cooperate with other suspension systems to complete the installation of wind, water, electricity, horseway, decoration and other suspension pendants. At the same time, the lower fixing parts can also be used as suspension pendants to add other pendants, no need to install Other components, which can greatly save the amount of steel used. At least five-sixths of the steel consumption of installation systems such as wind, hydropower, etc. can be saved. At the same time, the prefabricated assembly does not require welding or open flame operation, which improves the safety of installation and construction. In addition, it can also reduce labor, greatly reduce the difficulty of construction and greatly shorten the construction period.

托板上的凸棱结构能够与建筑底板上的凹槽相配合,同时,竖板也可以插入到建筑底板形成的滑槽结构中,从而在上述两者的作用下,能够有效地防止支座在紧固过程中以T型螺杆为中心在建筑底板的底面上转动,提高安装效率。竖板还能够提高支座承受悬吊大重量挂件所需的应力。The rib structure on the supporting plate can be matched with the groove on the building floor, and at the same time, the vertical plate can also be inserted into the chute structure formed by the building floor, so that under the action of the above two, it can effectively prevent the support from falling. During the fastening process, the T-shaped screw is rotated on the bottom surface of the building base plate as the center, so as to improve the installation efficiency. Risers also increase the bearing's ability to withstand the stresses required to suspend heavy pendants.

附图说明Description of drawings

图1为由两块开口型建筑底板搭扣拼接成的建筑构件的截面结构示意图。Fig. 1 is a schematic cross-sectional structure diagram of a building component spliced by two open-shaped building base plates with buckles.

图2为本发明一种优选方案中安装支座的正视结构示意图。Fig. 2 is a schematic diagram of the front view of the installation support in a preferred solution of the present invention.

图3为本发明一种优选方案中安装支座的侧视结构示意图。Fig. 3 is a side view structural schematic diagram of a mounting support in a preferred solution of the present invention.

图4为本发明一种优选方案中安装支座的俯视结构示意图。Fig. 4 is a schematic top view structural diagram of a mounting support in a preferred solution of the present invention.

图5为本发明一种优选方案中安装支座的仰视结构示意图。Fig. 5 is a schematic bottom view of the installation support in a preferred solution of the present invention.

图6为本发明一种优选方案中安装支座的立体结构示意图。Fig. 6 is a schematic perspective view of the three-dimensional structure of the mounting support in a preferred solution of the present invention.

图7为本发明一种优选方案中安装组件中上层连接件的正视结构示意图。Fig. 7 is a schematic diagram of the front view of the upper connector in the installation assembly in a preferred solution of the present invention.

图8为本发明一种优选方案中安装组件中下层连接件的正视结构示意图。Fig. 8 is a schematic diagram of the front view of the lower connector in the installation assembly in a preferred solution of the present invention.

图9为本发明一种优选方案中安装组件安装轴测图(省略T型螺杆)。Fig. 9 is an isometric view of the installation assembly in a preferred solution of the present invention (T-shaped screw is omitted).

图10为图9的侧视结构示意图。FIG. 10 is a schematic side view of the structure of FIG. 9 .

图11为本发明一种优选方案中安装组件下层连接件的结构示意图。Fig. 11 is a schematic structural view of the lower connector of the installation assembly in a preferred solution of the present invention.

图中,1,凸棱I;2,滑槽;3,凹槽;4,支座;41,托板;42,竖板;421,镂空结构;43,凸棱II;44,限位槽;45,通孔;46,螺纹孔;5,装配件;6,固定件;61,上层固定件;62,下层固定件;7,紧固螺栓;8,建筑底板;9,工字梁;10,T型螺杆。In the figure, 1, rib I; 2, chute; 3, groove; 4, support; 41, supporting plate; 42, vertical plate; 421, hollow structure; 43, rib II; 44, limit groove ;45, through holes; 46, threaded holes; 5, assembly parts; 6, fixing parts; 61, upper layer fixing parts; 62, lower layer fixing parts; 7, fastening bolts; 10. T-shaped screw.

具体实施方式Detailed ways

下面结合附图对本发明做进一步说明,但本发明不受以下详细说明的限制。The present invention will be further described below in conjunction with the accompanying drawings, but the present invention is not limited by the following detailed description.

本申请所提供的安装支座适用于底部设有开口,并在开口内设有供安装悬吊挂件滑道结构的建筑底板。例如,申请人申请的申请号为:201610849170.6中所公开的建筑底板。以及如图1所示的经过改进的建筑底板。图1为由两块开口型建筑底板搭扣拼接成的建筑构件的截面结构示意图。从图1可知,该建筑底板包括一个承载面,在承载面的两侧呈相反设置的搭接部,在搭接部之间设有强化波峰,承载面的两侧搭接部是承载面向上延伸并反向向下弯折形成凸棱I 1,沿水平延伸后再向上弯折形成延伸面,两个搭接部的延伸面再次向同一方向弯折形成结合面,。承载面两侧的搭接部的结合面形状相同,但大小不同,相邻建筑底板的搭接部可通过大小不同的结合面的弯折搭接扣合力连接.当两个相邻的建筑底板的搭接部通过扣合搭接连接后,在连接位置处即形成由两个所述凸棱I 1组合成滑槽2结构的凹槽3。每个建筑底板两侧靠近凸棱I 1的内侧设有一个平行于凸棱I 1的凹槽3,以便于固定其他悬吊组件。The installation support provided in this application is suitable for a building floor with an opening at the bottom, and a building floor for installing a slideway structure for the suspension pendant in the opening. For example, the application number applied by the applicant is: the building floor disclosed in 201610849170.6. And the improved building floor as shown in Figure 1. Fig. 1 is a schematic cross-sectional structure diagram of a building component spliced by two open-shaped building base plates with buckles. As can be seen from Fig. 1, the building floor includes a load-bearing surface, and the two sides of the load-bearing surface are oppositely arranged lap joints, and a strengthening wave crest is arranged between the lap joints, and the lap joints on both sides of the load-bearing surface are facing upwards. Extend and reversely bend downwards to form convex rib I 1 , extend horizontally and then bend upwards to form an extension surface, and the extension surfaces of the two overlapping parts are bent in the same direction again to form a joint surface. The joint surfaces of the overlapping parts on both sides of the load-bearing surface have the same shape, but different sizes. The overlapping parts of the adjacent building floors can be connected by the bending and lapping of the joint surfaces of different sizes. When two adjacent building floors After the lap joints are connected by snap-fit lap joints, a groove 3 that is composed of two ribs I 1 into a chute 2 structure is formed at the connection position. A groove 3 parallel to the rib I1 is provided on both sides of each building bottom plate near the inner side of the rib I1, so as to fix other suspension components.

图2~6是本发明一种优选方案中支座的不同角度的结构示意图。其中图2为正视图,图3为侧视图,图4为俯视图,图5为仰视图,图6为立体结构示意图。从图2~6中可知,该支座是由两个大小规格相同的托板41,一个整体呈梯形结构的竖板42以及位于托板41底部的两个装配件5组成。在托板41上表面两侧设有大小规格相同的凸棱II 43。支座可以是由不同部件固定连接制成,也可以通过铸造一体成型。托板41相同的两个侧面相对设置,在托板41的上表面上两侧通过与所述相对应侧面垂直的凸棱II 43将两个托板41连接为一体。同时,在两个凸棱II 43中间,竖板42的底边两端分别与托板41的上表面部分固定连接。其中,托板41所在平面与竖板42所在平面垂直。在托板41上设有贯穿装配件5圆台并深入到托板41的螺纹孔46。由此,在拉伸装配件5和托板41时,竖板42同样可承担对托板41的作用力。为减轻竖板42的重量,在竖板42上设有贯穿板体的镂空结构421。同时,在托板41没有连接竖板42的外侧还设有供T型螺杆等穿过的通孔,以便于将支座与建筑底板固定连接。所述装配件5为圆台与截面为L型的弯板的组合体。弯板的L型截面长边自由端所在侧面与圆台侧面固定连接,弯板的L型截面的拐角处为圆角结构。2 to 6 are structural schematic diagrams of different angles of the support in a preferred solution of the present invention. 2 is a front view, FIG. 3 is a side view, FIG. 4 is a top view, FIG. 5 is a bottom view, and FIG. 6 is a schematic diagram of a three-dimensional structure. As can be seen from FIGS. 2 to 6 , the support is composed of two supporting plates 41 of the same size and specification, a vertical plate 42 with a trapezoidal structure as a whole, and two assembly parts 5 at the bottom of the supporting plates 41 . Ridges II 43 of the same size and specification are provided on both sides of the upper surface of the supporting plate 41 . The support can be made by fixed connection of different parts, and can also be integrally formed by casting. The same two sides of the supporting plates 41 are arranged opposite to each other, and the two supporting plates 41 are connected as a whole by ribs II 43 perpendicular to the corresponding sides on both sides of the upper surface of the supporting plates 41 . At the same time, in the middle of the two ribs II 43 , both ends of the bottom edge of the riser 42 are respectively fixedly connected to the upper surface of the supporting plate 41 . Wherein, the plane where the supporting plate 41 is located is perpendicular to the plane where the riser 42 is located. The supporting plate 41 is provided with a threaded hole 46 penetrating through the round platform of the assembly part 5 and going deep into the supporting plate 41 . Thus, when the assembly part 5 and the supporting plate 41 are stretched, the vertical plate 42 can also bear the force on the supporting plate 41 . In order to reduce the weight of the riser 42 , a hollow structure 421 penetrating through the riser 42 is provided on the riser 42 . At the same time, on the outside of the supporting plate 41 that is not connected to the vertical plate 42, there are also through holes for T-shaped screw rods to pass through, so as to fix the support and the building base plate. The fitting 5 is a combination of a circular truncated plate and a bent plate with an L-shaped cross section. The side where the free end of the long side of the L-shaped section of the bent plate is fixedly connected to the side of the round platform, and the corners of the L-shaped section of the bent plate are rounded.

两个托板41相对应的侧面与在其对应空间上部的竖板42底部和凸棱II 43底部形成了一个限位槽44,该限位槽44的跨度,即两个托板41相对应侧面之间的距离不小于所用工字梁上翼缘的宽度,以便于将工字梁的上表面刚好嵌入到限位槽44中。由此,工字梁上翼缘两侧延伸出的托板41即扩大了工字梁上翼缘的支撑面积,并与工字梁呈十字交叉,更有利于对建筑底板的支撑。同时,与托板41连接的竖板42也可分担对工字梁和托板41的压力。The corresponding sides of the two supporting plates 41 form a limit groove 44 with the bottom of the vertical plate 42 and the bottom of the rib II 43 at the upper part of the corresponding space, and the span of the limiting groove 44, that is, the corresponding two supporting plates 41 The distance between the sides is not less than the width of the upper flange of the I-beam used, so that the upper surface of the I-beam can just be embedded in the limiting groove 44 . As a result, the supporting plates 41 extending from both sides of the upper flange of the I-beam expand the supporting area of the upper flange of the I-beam and form a cross with the I-beam, which is more conducive to supporting the building floor. Simultaneously, the riser 42 that is connected with supporting plate 41 also can share the pressure to I-beam and supporting plate 41.

同时,本发明还提供了利用该支座进行工字梁安装的安装组件。该安装组件至少包括一个上层连接件和一个下层连接件。其中,图7为上层连接件的正视结构示意图。图8为下层连接件的正式结构示意图。从图7可知,该上层连接件由一个支座4,两个固定件6,两个紧固螺栓7,以及两个T型螺栓(未显示)组成。其中,支座4通过螺纹孔46和紧固螺栓7与固定件6固定连接为一体。T型螺杆通过通孔将支座固定在建筑底板上。At the same time, the invention also provides an installation assembly for installing the I-beam by using the support. The mounting assembly at least includes an upper connector and a lower connector. Wherein, FIG. 7 is a front structural schematic view of the upper connector. Fig. 8 is a schematic diagram of the formal structure of the lower connector. It can be seen from FIG. 7 that the upper connecting piece is composed of a support 4, two fixing pieces 6, two fastening bolts 7, and two T-shaped bolts (not shown). Wherein, the support 4 is fixedly connected with the fixing member 6 as a whole through the threaded hole 46 and the fastening bolt 7 . The T-shaped screw fixes the support on the building base plate through the through hole.

上层连接件的固定件与下层连接件的固定件不同(图7和图8)。上层连接件的上层固定件61的截面整体为无上边的倒梯形结构,底面上设有穿接紧固螺栓7的通孔或螺纹孔。一侧通过连接圆柱与所述弯板的L型圆角型拐角连接,另一侧设有支撑工字梁9上平行面底部的支撑面。下层连接件与上层连接件的不同在于:一方面由于要支撑工字梁下翼缘底面,紧固螺栓7的长度更长;另一方面只设置了一个固定件6,且固定件6为顶部设有通孔右侧面无底部的槽道结构。固定件6的两端与两个紧固螺栓7连接,两个紧固螺栓7的另一端再分别与两个托板41上的螺纹孔46连接。由此,下层固定件62与两个紧固螺杆7形成支撑结构,以便于支撑工字梁的下平行面的底面。下层固定件62的下表面设有供螺栓连接的孔或槽,以便于下层固定件62自身作为加装其他悬吊构件的基础。The fixtures of the upper connectors are different from those of the lower connectors (Figures 7 and 8). The cross-section of the upper fixing part 61 of the upper connecting part is an inverted trapezoidal structure with no upper side as a whole, and the bottom surface is provided with through holes or threaded holes for passing through the fastening bolts 7 . One side is connected to the L-shaped rounded corner of the bent plate through a connecting cylinder, and the other side is provided with a supporting surface supporting the bottom of the parallel surface on the I-beam 9 . The difference between the lower connecting piece and the upper connecting piece is: on the one hand, the length of the fastening bolt 7 is longer because it needs to support the bottom surface of the lower flange of the I-beam; on the other hand, only one fixing piece 6 is provided, and the fixing piece 6 is the top A channel structure without a bottom is provided on the right side of the through hole. Both ends of the fixing member 6 are connected with two fastening bolts 7 , and the other ends of the two fastening bolts 7 are respectively connected with the threaded holes 46 on the two supporting plates 41 . Thus, the lower fixing member 62 and the two fastening screws 7 form a supporting structure, so as to support the bottom surface of the lower parallel plane of the I-beam. The lower surface of the lower fixing part 62 is provided with holes or grooves for bolt connection, so that the lower fixing part 62 itself serves as a basis for installing other suspension components.

图9为本发明一种优选方案中安装组件安装轴测图(省略T型螺杆)。图10为图9的侧视结构示意图。图11为本发明一种优选方案中安装组件下层连接件的结构示意图。从图9~11可知,安装组件一共包括2个下层连接件和5个上层连接件。该实施方式中还包括7块开口向下的建筑底板8以及一个工字梁9。其中,T型螺杆10的顶部与滑槽2连接通过支座4通孔底部的螺丝帽固定。该T型螺杆10的两侧设有向下的坡形凸起,以防止转动螺丝帽时,T型螺栓10转动无法紧固。其中,竖板42、建筑底板的凹槽3与凸棱II 43配合,可防止在紧固安装时,支座4以紧固螺栓为中心发生转动,影响安装。同时,限位槽44跨接工字梁时,连接托板41的竖板42可提供足够强度的应力。在这种结构中,悬挂吊件的安装过程是一个装配过程,只需通过各个部件结构特征之间的配合连接即可,无需在进行穿刺打孔,或者焊接操作,从而使整个安装过程更快捷方便、效率更高、安全性也更高,而能耗则更低。Fig. 9 is an isometric view of the installation assembly in a preferred solution of the present invention (T-shaped screw is omitted). FIG. 10 is a schematic side view of the structure of FIG. 9 . Fig. 11 is a schematic structural view of the lower connector of the installation assembly in a preferred solution of the present invention. It can be seen from FIGS. 9 to 11 that the installation assembly includes 2 lower-layer connectors and 5 upper-layer connectors. This embodiment also includes seven building base plates 8 with openings downward and one I-beam 9 . Wherein, the top of the T-shaped screw 10 is connected with the chute 2 and fixed by the screw cap at the bottom of the through hole of the support 4 . Both sides of the T-shaped screw rod 10 are provided with downward slope-shaped protrusions to prevent the T-shaped bolt 10 from being unable to be tightened when the screw cap is turned. Wherein, the vertical plate 42, the groove 3 of the building floor cooperates with the rib II 43, which can prevent the support 4 from rotating around the fastening bolt during fastening installation, which will affect the installation. At the same time, when the limiting groove 44 bridges the I-beam, the vertical plate 42 connected to the supporting plate 41 can provide sufficient strength of stress. In this structure, the installation process of the suspension hanger is an assembly process, which only needs to be connected through the matching connection between the structural features of each component, without puncture drilling or welding operations, so that the entire installation process is faster. Convenience, higher efficiency, higher safety, and lower energy consumption.

虽然本发明已以较佳的实施例公开如上,但其并非用以限定本发明,任何熟悉此技术的人,在不脱离本发明的精神和范围内,都可以做各种改动和修饰,因此本发明的保护范围应该以权利要求书所界定的为准。Although the present invention has been disclosed above with preferred embodiments, it is not intended to limit the present invention. Any person familiar with this technology can make various changes and modifications without departing from the spirit and scope of the present invention. Therefore The scope of protection of the present invention should be defined by the claims.

Claims (8)

1. A large-span assembly type open building bottom plate I-beam mounting support is characterized by comprising two supporting plates (41),
a vertical plate (42) connecting the two supporting plates (41) and an assembly part (5) fixed at the bottom of the supporting plate (41);
the two supporting plates (41) are oppositely arranged on the side surfaces, and two ends of the bottom surface of the vertical plate (42) are respectively fixedly connected with the upper surfaces of the supporting plates (41);
the plane of the vertical plate (42) is vertical to the plane of the supporting plate (41);
the opposite side surfaces of the two supporting plates (41) and the bottom surface of the vertical plate (42) form a limiting groove (44) with the width not less than the width of the upper flange of the I-beam;
the supporting plate (41) is provided with a through hole (45) at the outer side of the connecting vertical plate (42);
the assembly part (5) is a combination of a circular truncated cone and a bent plate with an L-shaped section; the side surface of the L-shaped section long edge free end of the bent plate is fixedly connected with the side surface of the circular truncated cone;
a threaded hole (46) which at least penetrates through the circular truncated cone and is connected with the supporting plate (41) is formed in the bottom surface of the circular truncated cone of the assembly part (5);
ribs II (43) are arranged on two sides of the upper surface of the supporting plate (41) along the length direction;
and a hollow structure (421) is arranged on the plane where the vertical plate (42) is arranged.
2. The large-span assembled open type building floor I-beam mounting support according to claim 1, wherein the open type building floor is provided with parallel ribs I (1) on the outer sides, the adjacent building floors are in a snap-fit and lap-joint structure to form an open structure, the two opposite ribs I (1) in the open structure form sliding grooves (2), and the inner side of each building floor close to the rib I (1) is provided with a groove (3) which is parallel to the sliding grooves (2) and is matched with the rib II (43).
3. A mounting assembly comprising the mounting bracket of claim 1, comprising at least one upper layer connection member and at least one lower layer connection member; the upper-layer connecting piece and the lower-layer connecting piece comprise supports (4), fixing pieces (6), fastening bolts (7) and T-shaped screws (10); the T-shaped screw (10) fixes the support (4) on the building bottom plate through the through hole (45); the support (4) is connected with the fixing piece (6) through a threaded hole (46) and a fastening bolt (7).
4. A mounting assembly according to claim 3, wherein the upper attachment member comprises two upper attachment members (61) to which the fitting member (5) is attached; the upper layer fixing piece (61) comprises a bottom surface and two side surfaces which are bent upwards in a reverse inclined mode at two sides of the bottom surface; the bottom surface of the upper layer fixing piece (61) is provided with a through hole or a threaded hole for penetrating and connecting the fastening bolt (7).
5. The mounting assembly according to claim 4, wherein the two lateral top ends of the upper layer fixing member (61) are in the same plane.
6. The mounting assembly according to claim 5, wherein the L-shaped cross-sectional corners of the bent plate of the fitting (5) are rounded; and a cylinder matched with a round corner of the L-shaped section of the bent plate of the assembly part (5) is arranged at the free end of one side surface of the upper fixing part (61), and a supporting plane or a supporting curved surface for clamping the bottom surface of the upper flange of the I-beam is arranged at the other side of the upper fixing part.
7. The mounting assembly of claim 3, wherein said lower attachment member comprises an elongated lower securing member (62); the lower fixing piece (62) is at least provided with two through holes for penetrating and connecting the fastening bolts (7).
8. The mounting assembly according to claim 3, wherein the lower fixing member (62) and two fastening bolts (7) vertically connected form a supporting structure for supporting the bottom surface of the lower flange of the I-beam; and the side surface or the bottom surface of the lower fixing piece (62) is provided with a connecting channel or a connecting hole.
CN201710280840.1A 2017-04-26 2017-04-26 Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly Active CN106948547B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710280840.1A CN106948547B (en) 2017-04-26 2017-04-26 Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710280840.1A CN106948547B (en) 2017-04-26 2017-04-26 Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly

Publications (2)

Publication Number Publication Date
CN106948547A CN106948547A (en) 2017-07-14
CN106948547B true CN106948547B (en) 2022-11-25

Family

ID=59476892

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710280840.1A Active CN106948547B (en) 2017-04-26 2017-04-26 Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly

Country Status (1)

Country Link
CN (1) CN106948547B (en)

Family Cites Families (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3098719B2 (en) * 1996-10-17 2000-10-16 株式会社熊谷組 Building structures using piles as pillars
JP2002070152A (en) * 2000-08-25 2002-03-08 Masayuki Matsunaga Fixing device for fixing multiple terrace floor boards
CN2627112Y (en) * 2003-01-23 2004-07-21 北京百利广装饰工程有限公司 hook component
JP3782817B1 (en) * 2004-11-25 2006-06-07 新日本製鐵株式会社 Structural type and construction method of steel house
JP2007077746A (en) * 2005-09-16 2007-03-29 Kajima Corp Steel slab reinforcement structure and reinforcement method
FR2901822A1 (en) * 2006-06-01 2007-12-07 Sylvain Marcel Ferry Wood strip fixing system for forming terrace type floor, has metallic plates or bands pierced at center and inserted in lateral groove of section of terrace for fixing wood strips on support crosspieces by screwing through central hole
JP2008231741A (en) * 2007-03-19 2008-10-02 Sanyo Industries Ltd Heat-insulated floor structure
CN201221151Y (en) * 2008-06-11 2009-04-15 于东云 Colorful profiled steel sheet
US20100275525A1 (en) * 2009-04-29 2010-11-04 Tophat Framing Systems, LLC Retrofit Roof System and a Clip Therefor
CN201785921U (en) * 2010-08-06 2011-04-06 上海克拉美空调有限公司 Strip-shaped metallic ceiling with longitude and latitude fixing structure
JP5597081B2 (en) * 2010-09-29 2014-10-01 積水樹脂株式会社 Roof structure
US9518401B2 (en) * 2013-12-13 2016-12-13 Urbantech Consulting Engineering, PC Open web composite shear connector construction
GB2521837A (en) * 2014-01-02 2015-07-08 Saint Gobain Placo Sas Connector
CN203867216U (en) * 2014-04-02 2014-10-08 北京六建集团有限责任公司 Detachable steel frame supporting structure for ultra-high-rise building cantilevered plate
CN204085871U (en) * 2014-09-20 2015-01-07 河南省黄河防爆起重机有限公司 A kind of cucurbit testing jig fixed support
CN104878840B (en) * 2015-05-15 2017-06-06 黄非 A kind of floor suspension arrangement and its construction method and the equipment using the suspension arrangement
CN204954207U (en) * 2015-06-25 2016-01-13 江苏沃尔夫机械有限公司 Frock is assembled to pull rod
CN205024914U (en) * 2015-08-27 2016-02-10 浙江大泰科技股份有限公司 Steel bar truss buckling hanging type floor support plate
CN205677178U (en) * 2016-06-14 2016-11-09 佛山市南海美立盛塑胶厂 A kind of light decorative plate being easy to Fast Installation
CN106193402B (en) * 2016-06-28 2019-03-26 中天建设集团浙江钢构有限公司 Girder truss integrated form flooring module and its installation method
CN106121113A (en) * 2016-08-19 2016-11-16 秦皇岛耐力重工机械有限公司 Truss floor support plate
CN206071022U (en) * 2016-09-26 2017-04-05 山东金城建设有限公司 Exterior wall cantilevered structure triangular steel support component
CN206784725U (en) * 2017-04-26 2017-12-22 黑龙江施耐达建筑技术有限公司 Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly

Also Published As

Publication number Publication date
CN106948547A (en) 2017-07-14

Similar Documents

Publication Publication Date Title
CN104963407B (en) A kind of building structure and its construction method
CN106930413B (en) Buckling structure of aluminum alloy wallboard, roof panel and corner connecting material
AU2017235906B2 (en) House having aluminum alloy structure
CN209227877U (en) Hoop type ceiling system for steel structure truss roof
CN105926851A (en) Large-span truss
CN114135031B (en) Cable-stayed glass curtain wall system with vertical hidden cables and construction method thereof
CN108894329B (en) Overhanging type pipe truss and mounting method of supporting rod thereof
CN106948536B (en) Prefabricated open-type building floor purlins replace mounting supports and mounting components
CN106948547B (en) Large-span assembled opening type building bottom plate I-beam mounting support and mounting assembly
CN206784725U (en) Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly
CN211200882U (en) Steel construction conversion layer furred ceiling
CN209243913U (en) A kind of support location structure for Steel corridor
CN208347296U (en) A kind of belt lacing rod piece
CN202899303U (en) Building combined hanging piece and building structure
CN215368613U (en) Shaped steel hangs outrigger external corner construction structures
CN216428547U (en) Tool type fixing device for suspender of lower suspended ceiling structure of spherical net rack
CN202012146U (en) Fire-resistant floor support plate
CN114892943A (en) Basket type overhanging scaffold device installed based on embedded sliding groove
CN107100310B (en) General mounting support and mounting assembly of assembled opening type building bottom plate
CN102943526B (en) Building combined pendant, building structure and construction method
CN208202294U (en) Furred ceiling conversion layer structure
AU2017101335A4 (en) House having aluminum alloy structure
CN101514573A (en) Floor support plate
CN219825790U (en) Suspended ceiling hook and assembled steel structure building suspended ceiling structure using same
CN217631213U (en) A perforation-free assembled steel structure cantilevered protective shed

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
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Installation supports and components for large-span prefabricated open type building floor I-beams

Effective date of registration: 20231116

Granted publication date: 20221125

Pledgee: Harbin Kechuang Financing Guarantee Co.,Ltd.

Pledgor: HEILONGJIANG SHINAIDA BUILDING TECHNOLOGY Co.,Ltd.

Registration number: Y2023230000094

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Granted publication date: 20221125

Pledgee: Harbin Kechuang Financing Guarantee Co.,Ltd.

Pledgor: HEILONGJIANG SHINAIDA BUILDING TECHNOLOGY Co.,Ltd.

Registration number: Y2023230000094

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Large span prefabricated open type building bottom plate I-beam installation support and installation components

Granted publication date: 20221125

Pledgee: Harbin Kechuang Financing Guarantee Co.,Ltd.

Pledgor: HEILONGJIANG SHINAIDA BUILDING TECHNOLOGY Co.,Ltd.

Registration number: Y2024230000068