CN221742130U - A kind of floor deck opening blocking structure - Google Patents

A kind of floor deck opening blocking structure Download PDF

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CN221742130U
CN221742130U CN202420322055.3U CN202420322055U CN221742130U CN 221742130 U CN221742130 U CN 221742130U CN 202420322055 U CN202420322055 U CN 202420322055U CN 221742130 U CN221742130 U CN 221742130U
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plate
structural
floor
buried
building carrier
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王晓栋
孙福州
王国太
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Abstract

The utility model discloses a building carrier plate hole plugging structure which comprises a structural plate, a structural beam, reserved steel bars, pre-buried hanging rings and a building carrier plate carrier beam, wherein the structural beam is fixed at the bottom of the structural plate, the reserved steel bars are arranged on the upper surface of the structural plate, the pre-buried hanging rings are arranged on the bottom surface of the structural plate, the building carrier plate carrier beam is arranged on the inner side of the pre-buried hanging rings, a hole is formed in the surface of the structural plate, an installation groove is formed in the inner wall of the hole, and pre-buried water stops are arranged in the installation groove. According to the utility model, the steel bars and the rubber water stop are reserved, the hanging rings are pre-buried at the bottoms of the two side plates of the opening, the floor supporting plate joist is fixed on the pre-buried hanging rings to serve as the keel of the floor supporting plate, the floor supporting plate is fixed through the reserved steel bars, and finally concrete is poured to complete the plugging of the opening of the floor, so that the construction efficiency of the floor plugging is improved, the quality of the floor plugging of the main structure is improved, and the potential safety hazard in the floor plugging construction process is reduced to the greatest extent.

Description

一种楼承板洞口封堵结构A kind of floor deck opening blocking structure

技术领域Technical Field

本实用新型涉及但不限于建筑施工技术领域,具体而言,涉及一种楼承板洞口封堵结构。The utility model relates to, but is not limited to, the technical field of building construction, and in particular to a floor decking plate opening blocking structure.

背景技术Background Art

目前传统的楼板洞口封堵为重新搭设支撑架体进行模板支设并浇筑混凝土进行封堵。此方式须优先完成支撑架体的搭设工作再进行模板的铺设,最后在进行楼板洞口的封堵施工,所涉及的工种较多,且在进行施工搭设架体须占用较大室内面积(根据架体搭设规范要求,楼层越高,架体搭设平面尺寸越大),并且须在混凝土强度满足相关要求后才能拆除支撑架体,降低了施工效率。At present, the traditional way to seal the floor opening is to re-erect the support frame, install the formwork and pour concrete to seal it. This method requires the erection of the support frame to be completed first, and then the formwork is laid, and finally the sealing of the floor opening is carried out. There are many types of work involved, and the construction of the frame must occupy a large indoor area (according to the requirements of the frame erection specifications, the higher the floor, the larger the plane size of the frame erection), and the support frame can only be removed after the concrete strength meets the relevant requirements, which reduces the construction efficiency.

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技术的缺陷,提供一种楼承板洞口封堵结构。The technical problem to be solved by the utility model is to overcome the defects of the prior art and provide a floor decking plate opening blocking structure.

为了解决上述技术问题,本实用新型提供了如下的技术方案:In order to solve the above technical problems, the utility model provides the following technical solutions:

本实用新型一种楼承板洞口封堵结构,包括结构板、结构梁、预留钢筋、预埋吊环和楼承板承托梁,所述结构梁固定在所述结构板的底部,所述预留钢筋设置在所述结构板的上表面,所述预埋吊环设置在所述结构板的底面,所述楼承板承托梁设置在所述预埋吊环的内侧;The utility model discloses a floor deck opening blocking structure, comprising a structural plate, a structural beam, a reserved steel bar, a pre-embedded lifting ring and a floor deck supporting beam, wherein the structural beam is fixed to the bottom of the structural plate, the reserved steel bar is arranged on the upper surface of the structural plate, the pre-embedded lifting ring is arranged on the bottom surface of the structural plate, and the floor deck supporting beam is arranged on the inner side of the pre-embedded lifting ring;

所述结构板的表面开设有洞口,所述洞口的内壁上开设有安装槽,所述安装槽的内部设置有预埋止水带。A hole is provided on the surface of the structural plate, a mounting groove is provided on the inner wall of the hole, and a pre-buried water stop is provided inside the mounting groove.

作为本实用新型的一种优选技术方案,所述结构板的表面设置有若干个所述预留钢筋,所述预留钢筋的一端与所述结构板焊接,另一端与所述结构板不连接。As a preferred technical solution of the utility model, a plurality of the reserved steel bars are arranged on the surface of the structural plate, one end of the reserved steel bars is welded to the structural plate, and the other end is not connected to the structural plate.

作为本实用新型的一种优选技术方案,所述预埋吊环的上端设置有固定框,所述固定框的上端设置有螺杆固定板,所述螺杆固定板的内部贯穿有调节螺杆。As a preferred technical solution of the utility model, a fixing frame is provided at the upper end of the embedded lifting ring, a screw fixing plate is provided at the upper end of the fixing frame, and an adjusting screw is passed through the interior of the screw fixing plate.

作为本实用新型的一种优选技术方案,所述预埋吊环和所述螺杆固定板均与所述固定框焊接连接,所述调节螺杆与所述螺杆固定板螺纹配合,所述结构板的底部开设有与所述调节螺杆适配的连接孔。As a preferred technical solution of the utility model, the embedded lifting ring and the screw fixing plate are both welded to the fixing frame, the adjusting screw is threadedly matched with the screw fixing plate, and a connecting hole adapted to the adjusting screw is provided at the bottom of the structural plate.

作为本实用新型的一种优选技术方案,所述结构板的底部设置有若干个所述预埋吊环,所述预埋吊环呈线性阵列设置。As a preferred technical solution of the utility model, a plurality of pre-embedded lifting rings are arranged at the bottom of the structural plate, and the pre-embedded lifting rings are arranged in a linear array.

作为本实用新型的一种优选技术方案,所述预埋止水带为橡胶材质,并与所述结构板固定连接,所述预埋吊环的内侧与所述楼承板承托梁之间设置有垫板,垫板为橡胶材质。As a preferred technical solution of the utility model, the embedded waterstop is made of rubber material and is fixedly connected to the structural plate. A pad is provided between the inner side of the embedded lifting ring and the floor deck supporting beam, and the pad is made of rubber material.

与现有技术相比,本实用新型的有益效果如下:Compared with the prior art, the beneficial effects of the utility model are as follows:

本实用新型通过预留钢筋及橡胶止水带,并在洞口两侧板底预埋吊环,在预埋吊环上固定楼承板承托梁作为楼承板的龙骨,通过预留钢筋对楼承板进行固定,最后浇筑混凝土完成楼板洞口的封堵,提高了楼板封堵施工工效的同时,提高了主体结构楼板封堵的质量,并最大程度的降低楼板封堵施工过程中的安全隐患,解决在进行施工搭设架体须占用较大室内面积,并且须在混凝土强度满足相关要求后才能拆除支撑架体,降低了施工效率的问题。The utility model reserves steel bars and rubber water stop strips, and embeds lifting rings at the bottom of the slabs on both sides of the opening, fixes the floor decking slab supporting beams on the embedded lifting rings as the keel of the floor decking slab, fixes the floor decking slab by the reserved steel bars, and finally pours concrete to complete the sealing of the floor slab opening, thereby improving the construction efficiency of the floor slab sealing, improving the quality of the main structure floor slab sealing, and minimizing the safety hazards in the process of floor slab sealing construction, and solving the problem that the erection of the frame during construction must occupy a large indoor area, and the supporting frame must be removed only after the concrete strength meets the relevant requirements, thereby reducing the construction efficiency.

为了更清楚地说明本实用新型的实施方式或现有技术中的技术方案,下面将对实施方式或现有技术描述中所需要使用的附图作简单地介绍。显而易见地,下面描述中的附图仅仅是示例性的,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据提供的附图引伸获得其它的实施附图。In order to more clearly illustrate the implementation of the utility model or the technical solution in the prior art, the following is a brief introduction to the drawings required for the implementation or the prior art description. Obviously, the drawings in the following description are only exemplary, and for ordinary technicians in this field, other implementation drawings can be derived from the provided drawings without creative work.

本说明书所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本实用新型可实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本实用新型所能产生的功效及所能达成的目的下,均应仍落在本实用新型所揭示的技术内容得能涵盖的范围内。The structures, proportions, sizes, etc. illustrated in this specification are only used to match the contents disclosed in the specification so as to facilitate understanding and reading by persons familiar with the technology. They are not used to limit the conditions under which the present invention can be implemented, and therefore have no substantial technical significance. Any structural modification, change in proportion or adjustment in size shall still fall within the scope of the technical contents disclosed in the present invention without affecting the effects and purposes that can be achieved by the present invention.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

附图用来提供对本实用新型的进一步理解,并且构成说明书的一部分,与本实用新型的实施例一起用于解释本实用新型,并不构成对本实用新型的限制。在附图中:The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

图1是本实用新型的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the utility model;

图2是本实用新型的局部结构示意图之一;FIG2 is a schematic diagram of a partial structure of the utility model;

图3是本实用新型的局部结构示意图之二;FIG3 is a second schematic diagram of a partial structure of the utility model;

图4是本实用新型的剖面结构示意图;FIG4 is a schematic cross-sectional view of the utility model;

图中:100、结构板;200、结构梁;300、预留钢筋;400、预埋止水带;500、预埋吊环;600、楼承板承托梁;700、固定框;800、螺杆固定板;900、调节螺杆;1000、安装槽;1100、洞口。In the figure: 100, structural plate; 200, structural beam; 300, reserved steel bars; 400, embedded waterstop; 500, embedded lifting ring; 600, floor deck supporting beam; 700, fixing frame; 800, screw fixing plate; 900, adjusting screw; 1000, installation groove; 1100, opening.

具体实施方式DETAILED DESCRIPTION

如图1-4所示,本实用新型提供一种楼承板洞口封堵结构,包括结构板100、结构梁200、预留钢筋300、预埋吊环500和楼承板承托梁600,结构梁200固定在结构板100的底部,预留钢筋300设置在结构板100的上表面,预埋吊环500设置在结构板100的底面,楼承板承托梁600设置在预埋吊环500的内侧;As shown in FIGS. 1-4 , the utility model provides a floor deck opening blocking structure, comprising a structural plate 100, a structural beam 200, a reserved steel bar 300, a pre-embedded lifting ring 500 and a floor deck supporting beam 600, wherein the structural beam 200 is fixed to the bottom of the structural plate 100, the reserved steel bar 300 is arranged on the upper surface of the structural plate 100, the pre-embedded lifting ring 500 is arranged on the bottom surface of the structural plate 100, and the floor deck supporting beam 600 is arranged on the inner side of the pre-embedded lifting ring 500;

结构板100的表面开设有洞口1100,洞口1100的内壁上开设有安装槽1000,安装槽1000的内部设置有预埋止水带400。A hole 1100 is formed on the surface of the structural plate 100 , a mounting groove 1000 is formed on the inner wall of the hole 1100 , and a pre-buried water stop 400 is disposed inside the mounting groove 1000 .

进一步的,本实施例中,结构板100的表面设置有若干个预留钢筋300,预留钢筋300的一端与结构板100焊接,另一端与结构板100不连接,通过预留钢筋300的设计便于在楼承板安装后,将钢筋的另一端焊接在结构板100上,置于楼承板的表面,对楼承板进行固定。Furthermore, in the present embodiment, a plurality of reserved steel bars 300 are provided on the surface of the structural plate 100, one end of the reserved steel bar 300 is welded to the structural plate 100, and the other end is not connected to the structural plate 100. The design of the reserved steel bar 300 makes it convenient to weld the other end of the steel bar to the structural plate 100 after the floor decking is installed, place it on the surface of the floor decking, and fix the floor decking.

本实施例中,预埋吊环500的上端设置有固定框700,固定框700的上端设置有螺杆固定板800,螺杆固定板800的内部贯穿有调节螺杆900,通过固定框700对吊环的位置进行稳固。In this embodiment, a fixing frame 700 is provided at the upper end of the embedded lifting ring 500, and a screw fixing plate 800 is provided at the upper end of the fixing frame 700. An adjusting screw 900 runs through the interior of the screw fixing plate 800, and the position of the lifting ring is stabilized by the fixing frame 700.

本实施例中,预埋吊环500和螺杆固定板800均与固定框700焊接连接,调节螺杆900与螺杆固定板800螺纹配合,结构板100的底部开设有与调节螺杆900适配的连接孔,通过螺杆固定板800对调节螺杆900的使用进行限定,通过调节螺杆900便于预埋吊环500与结构板100连接。In this embodiment, the embedded lifting ring 500 and the screw fixing plate 800 are both welded to the fixing frame 700, the adjusting screw 900 is threadedly matched with the screw fixing plate 800, and a connecting hole adapted to the adjusting screw 900 is provided at the bottom of the structural plate 100. The use of the adjusting screw 900 is limited by the screw fixing plate 800, and the embedded lifting ring 500 is conveniently connected to the structural plate 100 through the adjusting screw 900.

本实施例中,结构板100的底部设置有若干个预埋吊环500,预埋吊环500呈线性阵列设置,预埋吊环500的间距根据楼承板承托梁600的宽度进行设置,避免楼承板承托梁600之间的间距过于紧密。In this embodiment, a plurality of embedded lifting rings 500 are provided at the bottom of the structural plate 100. The embedded lifting rings 500 are arranged in a linear array. The spacing between the embedded lifting rings 500 is set according to the width of the floor decking supporting beams 600 to avoid the spacing between the floor decking supporting beams 600 being too close.

本实施例中,预埋止水带400为橡胶材质,并与结构板100固定连接,预埋吊环500的内侧与楼承板承托梁600之间设置有垫板,垫板为橡胶材质,通过垫板对预埋吊环500内侧设置的楼承板承托梁600的位置进行稳固。In this embodiment, the embedded waterstop 400 is made of rubber material and is fixedly connected to the structural plate 100. A pad is arranged between the inner side of the embedded lifting ring 500 and the floor deck supporting beam 600. The pad is made of rubber material, and the position of the floor deck supporting beam 600 arranged on the inner side of the embedded lifting ring 500 is stabilized by the pad.

具体的,在工程施工过程中存在因施工需要进行预留的洞口1100,例如塔吊布置在室内须穿越楼板时均须在楼板预留洞口1100,针对这种尺寸较大的洞口1100在封堵时即可本封堵结构进行封堵;Specifically, during the construction process, there are holes 1100 that need to be reserved due to construction needs. For example, when a tower crane is arranged indoors and needs to pass through a floor slab, a hole 1100 must be reserved on the floor slab. For such a large-sized hole 1100, the blocking structure can be used to block it.

在主体结构楼板施工阶段,预留相应的钢预埋筋及橡胶材质的预埋止水带400,并在洞口1100两侧板底预埋吊环500,在洞口1100使用完成后,在预埋吊环500上固定楼承板承托梁600作为楼承板的龙骨,在铺设楼承板后将预留钢筋300绑扎固定在楼承板的表面,最后浇筑混凝土完成楼板洞口1100的封堵,将楼板洞口1100封堵进行简化,取消的架体搭设的工序,最大程度降低了楼板洞口1100封堵的成本,在保障主体结构安全质量的同时,也提高了施工效率。During the main structure floor construction stage, corresponding embedded steel bars and embedded rubber waterstop strips 400 are reserved, and lifting rings 500 are embedded in the bottom of the slabs on both sides of the opening 1100. After the opening 1100 is used, the floor decking supporting beam 600 is fixed on the embedded lifting rings 500 as the keel of the floor decking. After the floor decking is laid, the reserved steel bars 300 are tied and fixed to the surface of the floor decking. Finally, concrete is poured to complete the sealing of the floor slab opening 1100. The sealing of the floor slab opening 1100 is simplified, and the process of erecting the frame is cancelled, which reduces the cost of sealing the floor slab opening 1100 to the greatest extent. While ensuring the safety and quality of the main structure, it also improves the construction efficiency.

本实用新型的结构板100、结构梁200、预留钢筋300、预埋止水带400、预埋吊环500、楼承板承托梁600、固定框700、螺杆固定板800、调节螺杆900等部件均为通用标准件或本领域技术人员知晓的部件,其结构和原理都为本技术人员均可通过技术手册得知或通过常规实验方法获知。The structural plate 100, structural beam 200, reserved steel bars 300, embedded waterstop 400, embedded lifting ring 500, floor deck supporting beam 600, fixing frame 700, screw fixing plate 800, adjusting screw 900 and other components of the utility model are all universal standard parts or components known to technical personnel in this field, and their structures and principles can be known to technical personnel through technical manuals or through conventional experimental methods.

在本实用新型的描述中,需要理解的是,术语“同轴”、“底部”、“一端”、“顶部”、“中部”、“另一端”、“上”、“一侧”、“顶部”、“内”、“前部”、“中央”、“两端”等指示的方位或位置关系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 "coaxial", "bottom", "one end", "top", "middle", "the other end", "upper", "one side", "top", "inside", "front", "center", "both ends" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

此外,术语“第一”、“第二”、“第三”、“第四”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量,由此,限定有“第一”、“第二”、“第三”、“第四”的特征可以明示或者隐含地包括至少一个该特征。In addition, the terms "first", "second", "third" and "fourth" are used for descriptive purposes only and are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, the features defined as "first", "second", "third" and "fourth" may explicitly or implicitly include at least one of such features.

在本实用新型中,除非另有明确的规定和限定,术语“安装”、“设置”、“连接”、“固定”、“旋接”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;可以是机械连接,也可以是电连接;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,除非另有明确的限定,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 clearly stipulated and limited, the terms such as "installation", "setting", "connection", "fixation" and "screw-on" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the utility model according to the specific circumstances.

最后应说明的是:以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,尽管参照前述实施例对本实用新型进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。Finally, it should be noted that the above description is only a preferred embodiment of the utility model and is not intended to limit the utility model. Although the utility model is described in detail with reference to the above embodiments, those skilled in the art can still modify the technical solutions recorded in the above embodiments or replace some of the technical features therein with equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims (6)

1. The utility model provides a building carrier plate entrance to a cave shutoff structure which characterized in that, including structural slab (100), structure roof beam (200), reserved reinforcing bar (300), pre-buried rings (500) and building carrier plate carrier beam (600), structure roof beam (200) are fixed the bottom of structural slab (100), reserved reinforcing bar (300) set up the upper surface of structural slab (100), pre-buried rings (500) set up the bottom surface of structural slab (100), building carrier plate carrier beam (600) set up the inboard of pre-buried rings (500);
The surface of structural slab (100) has seted up entrance to a cave (1100), install mounting groove (1000) have been seted up on the inner wall of entrance to a cave (1100), the inside of mounting groove (1000) is provided with pre-buried waterstop (400).
2. The building carrier plate hole plugging structure according to claim 1, wherein a plurality of reserved steel bars (300) are arranged on the surface of the structural plate (100), one end of each reserved steel bar (300) is welded with the structural plate (100), and the other end of each reserved steel bar is not connected with the structural plate (100).
3. The building carrier plate hole plugging structure according to claim 1, wherein a fixing frame (700) is arranged at the upper end of the embedded hanging ring (500), a screw fixing plate (800) is arranged at the upper end of the fixing frame (700), and an adjusting screw (900) penetrates through the screw fixing plate (800).
4. A floor carrier plate hole plugging structure according to claim 3, wherein the embedded hanging ring (500) and the screw fixing plate (800) are welded with the fixing frame (700), the adjusting screw (900) is in threaded fit with the screw fixing plate (800), and a connecting hole adapted to the adjusting screw (900) is formed in the bottom of the structural plate (100).
5. The building carrier plate hole plugging structure according to claim 4, wherein a plurality of embedded hanging rings (500) are arranged at the bottom of the structural plate (100), and the embedded hanging rings (500) are arranged in a linear array.
6. The building carrier plate hole plugging structure according to claim 1, wherein the embedded water stop (400) is made of rubber and is fixedly connected with the structural plate (100), and a backing plate is arranged between the inner side of the embedded hanging ring (500) and the building carrier plate carrier beam (600), and the backing plate is made of rubber.
CN202420322055.3U 2024-02-21 2024-02-21 A kind of floor deck opening blocking structure Active CN221742130U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202420322055.3U CN221742130U (en) 2024-02-21 2024-02-21 A kind of floor deck opening blocking structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202420322055.3U CN221742130U (en) 2024-02-21 2024-02-21 A kind of floor deck opening blocking structure

Publications (1)

Publication Number Publication Date
CN221742130U true CN221742130U (en) 2024-09-20

Family

ID=92751497

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202420322055.3U Active CN221742130U (en) 2024-02-21 2024-02-21 A kind of floor deck opening blocking structure

Country Status (1)

Country Link
CN (1) CN221742130U (en)

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