CN206987373U - Core column concrete pours mouth mold tool - Google Patents

Core column concrete pours mouth mold tool Download PDF

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Publication number
CN206987373U
CN206987373U CN201720878551.7U CN201720878551U CN206987373U CN 206987373 U CN206987373 U CN 206987373U CN 201720878551 U CN201720878551 U CN 201720878551U CN 206987373 U CN206987373 U CN 206987373U
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China
Prior art keywords
core column
concrete
mouth mold
side walls
poured
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Expired - Fee Related
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CN201720878551.7U
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Inventor
孟祥磊
曹敬
章方明
张敏
吕豪
梁新利
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No7 Building Engineering Co Ltd Beijing Urban Construction Group
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No7 Building Engineering Co Ltd Beijing Urban Construction Group
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Abstract

本实用新型公开了芯柱混凝土浇筑口模具,尤其适用于芯柱的上方存在二次结构梁的情况。该芯柱浇注口模具包括一对侧壁,斜壁及固定板;所述侧壁为直角三角形,斜壁设置在侧壁之间,斜壁的两边与侧壁上三角形的斜边连接,固定板与侧壁上三角形的直角连接;所述固定板上设置有固定孔。所述固定板紧贴待浇筑芯柱的平面,由螺栓固定在待浇筑芯柱上。所述斜壁设置在一对侧壁之间,形成混凝土入口,混凝土从混凝土入口进入完成芯柱与二次结构梁接触处的浇筑。本实用新型提供的芯柱混凝土浇筑口模具,其结构合理,解决了芯柱与二次结构梁接触处浇筑不密实的问题,有效提高了芯柱的结构强度,提高了芯柱的安全性。

The utility model discloses a core column concrete pouring mouth mold, which is especially suitable for the situation that there is a secondary structural beam above the core column. The core column sprue mold includes a pair of side walls, inclined walls and fixing plates; the side walls are right-angled triangles, the inclined walls are arranged between the side walls, the two sides of the inclined walls are connected with the hypotenuses of the triangles on the side walls, fixed The plate is connected with the right angle of the triangle on the side wall; the fixed plate is provided with a fixing hole. The fixing plate is close to the plane of the core column to be poured, and is fixed on the core column to be poured by bolts. The inclined wall is arranged between a pair of side walls to form a concrete entrance, and the concrete enters from the concrete entrance to complete the pouring of the contact between the core column and the secondary structural beam. The concrete pouring mouth mold of the core column provided by the utility model has a reasonable structure, solves the problem that the contact between the core column and the secondary structural beam is not densely poured, effectively improves the structural strength of the core column, and improves the safety of the core column.

Description

芯柱混凝土浇筑口模具Core column concrete pouring mouth mold

技术领域technical field

本实用新型涉及工程建筑技术领域,尤其涉及芯柱混凝土浇筑口模具。The utility model relates to the technical field of engineering construction, in particular to a core column concrete pouring mouth mold.

背景技术Background technique

GB50011—2010《建筑抗震设计规范》对砌块房屋的芯柱要求如下:GB50011-2010 "Code for Seismic Design of Buildings" requires the core columns of block houses as follows:

(1)小砌块房屋芯柱截面不得小于120mm×120mm。(1) The cross-section of the core column of a small block house shall not be less than 120mm×120mm.

(2)芯柱混凝土强度等级不应低于Cb20。(2) The concrete strength grade of the core column should not be lower than Cb20.

(3)根据设计要求芯柱的位置和预埋钢筋,一般可在墙转角处设三孔芯柱和五孔芯柱。(3) According to the position of the core column and the pre-embedded steel bars according to the design requirements, three-hole core columns and five-hole core columns can generally be installed at the corners of the wall.

在施工现场,经常碰到芯柱的上方存在二次结构梁的情况,按照常规的浇筑方法,芯柱顶部靠近二次结构梁处存在混凝土浇筑不够密实的情况,这种芯柱与二次结构梁的连接处存在一定的安全隐患。At the construction site, it is often encountered that there is a secondary structural beam above the core column. According to the conventional pouring method, the concrete pouring at the top of the core column close to the secondary structural beam is not dense enough. This core column and the secondary structure There are certain safety hazards at the joints of the beams.

实用新型内容Utility model content

本实用新型的目的是针对上述技术问题,提供了芯柱混凝土浇筑口模具,其结构合理,解决了芯柱与二次结构梁接触处浇筑不密实的问题,有效提高了芯柱的结构强度,提高了芯柱的安全性。The purpose of the utility model is to solve the above-mentioned technical problems and provide a core column concrete pouring mouth mold, which has a reasonable structure, solves the problem that the contact between the core column and the secondary structural beam is not densely poured, and effectively improves the structural strength of the core column. The safety of the stem is improved.

本实用新型的技术方案Technical scheme of the utility model

为解决上述技术问题,本实用新型提供的芯柱混凝土浇筑口模具包括一对侧壁,斜壁及固定板;所述侧壁为直角三角形,斜壁设置在侧壁之间,斜壁的两边与侧壁上三角形的斜边连接,固定板与侧壁上三角形的直角连接;所述固定板上设置有固定孔。In order to solve the above-mentioned technical problems, the core column concrete pouring mouth mold provided by the utility model includes a pair of side walls, inclined walls and fixing plates; the side walls are right-angled triangles, the inclined walls are arranged between the side walls, and the two sides of the inclined walls It is connected with the hypotenuse of the triangle on the side wall, and the fixed plate is connected with the right angle of the triangle on the side wall; the fixed plate is provided with a fixing hole.

进一步地,所述斜壁与固定板之间的夹角为30-60°。Further, the angle between the inclined wall and the fixed plate is 30-60°.

进一步地,所述固定板紧贴待浇筑芯柱的平面,由螺栓固定在待浇筑芯柱上。Further, the fixing plate is close to the plane of the core column to be poured, and is fixed on the core column to be poured by bolts.

进一步地,所述斜壁设置在一对侧壁之间,形成混凝土入口。Further, the inclined wall is arranged between a pair of side walls to form a concrete inlet.

本实用新型有益效果:Beneficial effects of the utility model:

本实用新型提供的芯柱混凝土浇筑口模具,其结构合理,解决了芯柱与二次结构梁接触处浇筑不密实的问题,有效提高了芯柱的结构强度,提高了芯柱的安全性。The core column concrete pouring mouth mold provided by the utility model has a reasonable structure, solves the problem that the contact between the core column and the secondary structural beam is not densely poured, effectively improves the structural strength of the core column, and improves the safety of the core column.

附图说明Description of drawings

通过结合以下附图所作的详细描述,本实用新型的上述优点将变得更清楚和更容易理解,这些附图只是示意性的,并不限制本实用新型,其中:The above-mentioned advantages of the present utility model will become clearer and easier to understand through the detailed description in conjunction with the following accompanying drawings. These accompanying drawings are only schematic and do not limit the present utility model, wherein:

图1是本实用新型所述芯柱混凝土浇筑口模具的结构示意图;Fig. 1 is the structural representation of the core column concrete pouring mouth mold described in the utility model;

图2是本实用新型所述芯柱混凝土浇筑口定型方法的流程图;Fig. 2 is the flow chart of the method for setting the shape of the core column concrete pouring port described in the utility model;

图3是芯柱混凝土浇筑口模具固定在芯柱上的截面图;Fig. 3 is the cross-sectional view of the core column concrete pouring mouth mold being fixed on the core column;

图4是芯柱与二次结构梁处浇筑后的示意图。Fig. 4 is a schematic diagram of the core column and the secondary structural beam after pouring.

附图中,各标号所代表的部件如下:In the accompanying drawings, the parts represented by each label are as follows:

1.侧壁;2.斜壁;3.固定板;4.固定孔;5.混凝土入口;6.二次结构梁;7.芯柱。1. Side wall; 2. Inclined wall; 3. Fixing plate; 4. Fixing hole; 5. Concrete entrance; 6. Secondary structural beam; 7. Core column.

具体实施方式detailed description

下面结合具体实施例和附图,对本实用新型的芯柱混凝土浇筑口模具及浇筑口定型方法进行详细说明。The concrete pouring mouth mold of the core column and the pouring mouth shaping method of the utility model will be described in detail below in combination with specific embodiments and accompanying drawings.

在此记载的实施例为本实用新型的特定的具体实施方式,用于说明本实用新型的构思,均是解释性和示例性的,不应解释为对本实用新型实施方式及本实用新型范围的限制。除在此记载的实施例外,本领域技术人员还能够基于本申请权利要求书和说明书所公开的内容采用显而易见的其它技术方案,这些技术方案包括采用对在此记载的实施例的做出任何显而易见的替换和修改的技术方案。The embodiments described here are specific specific implementations of the present utility model, and are used to illustrate the concept of the present utility model. They are all explanatory and exemplary, and should not be construed as limitations on the implementation of the present utility model and the scope of the present utility model. limit. In addition to the embodiments described here, those skilled in the art can also adopt other obvious technical solutions based on the claims of the application and the contents disclosed in the description, and these technical solutions include adopting any obvious changes made to the embodiments described here. Replacement and modified technical solutions.

本说明书的附图为示意图,辅助说明本实用新型的构思,示意性地表示各部分的形状及其相互关系。请注意,为了便于清楚地表现出本实用新型实施例的各部件的结构,各附图之间并未按照相同的比例绘制。相同的参考标记用于表示相同的部分。The accompanying drawings in this specification are schematic diagrams, which assist in explaining the concept of the utility model, and schematically represent the shapes of various parts and their interrelationships. Please note that in order to clearly show the structures of the components in the embodiment of the present invention, the drawings are not drawn in the same scale. The same reference numerals are used to designate the same parts.

图1是本实用新型所述芯柱混凝土浇筑口模具的结构示意图,芯柱混凝土浇筑口模具包括一对侧壁1,斜壁2及固定板3。Fig. 1 is a structural schematic diagram of the core column concrete pouring mouth mold described in the utility model, and the core column concrete pouring mouth mold includes a pair of side walls 1, an inclined wall 2 and a fixing plate 3.

所述侧壁1为直角三角形,斜壁2设置在侧壁1之间,斜壁2的两边与侧壁1上三角形的斜边连接,固定板3与侧壁1上三角形的直角连接;所述固定板3上设置有固定孔4。所述固定板3紧贴待浇筑芯柱的平面,由螺栓穿过固定孔4固定在待浇筑芯柱上。Described side wall 1 is a right triangle, and inclined wall 2 is arranged between side walls 1, and both sides of inclined wall 2 are connected with the hypotenuse of triangle on side wall 1, and fixed plate 3 is connected with the right angle of triangle on side wall 1; The fixing plate 3 is provided with a fixing hole 4 . The fixing plate 3 is close to the plane of the core column to be poured, and is fixed on the core column to be poured through the fixing holes 4 by bolts.

所述斜壁2与固定板3之间的夹角为30-60°。两者的倾斜角度的设置,混凝土可沿斜壁2灌入,并且两侧的侧壁1能够有效防止混凝土外溢。The included angle between the inclined wall 2 and the fixed plate 3 is 30-60°. With the setting of the inclination angles of the two, concrete can be poured along the inclined wall 2, and the side walls 1 on both sides can effectively prevent the concrete from overflowing.

所述斜壁2设置在一对侧壁1之间,形成混凝土入口5。混凝土通过混凝土入口5,进入垒砌的芯柱中,以完成混凝土的浇筑。The inclined wall 2 is arranged between a pair of side walls 1 to form a concrete inlet 5 . Concrete enters the core column through the concrete inlet 5 to complete the pouring of the concrete.

本实用新型还公开了芯柱混凝土浇筑口定型方法,适用于芯柱上方设置二次结构梁的工况,图2是对应的流程图,其具体包括以下步骤:The utility model also discloses a method for setting the shape of the core column concrete pouring opening, which is suitable for the working condition of setting a secondary structural beam above the core column. Figure 2 is a corresponding flow chart, which specifically includes the following steps:

S1,随垒砌随浇筑芯柱下部的混凝土;S1, the concrete at the lower part of the core column is built and poured at the same time;

在该步骤中,按照常规方法浇筑混凝土芯柱,新垒砌芯柱,再进行混凝土浇筑,随垒砌随浇筑。In this step, the concrete core column is poured according to the conventional method, and the core column is newly built, and then the concrete is poured, and the concrete is poured as it is built.

S2,当芯柱垒砌接近二次结构梁时,将芯柱混凝土浇筑口模具固定在芯柱的上部;S2, when the core column is built close to the secondary structural beam, the core column concrete pouring mouth mold is fixed on the upper part of the core column;

在该步骤中,当垒砌的芯柱7顶部与二次结构梁6的距离在300-500mm时,将芯柱混凝土浇筑口模具固定在芯柱的上部。芯柱混凝土浇筑口模具固定时,使用钩头螺栓穿过固定孔4,将芯柱混凝土浇筑口模具固定在芯柱的上部,如图3所示。In this step, when the distance between the top of the core column 7 and the secondary structural beam 6 is 300-500 mm, the core column concrete casting mouth mold is fixed on the upper part of the core column. When the core column concrete pouring mouth mold is fixed, use the hook bolt to pass through the fixing hole 4, and fix the core column concrete pouring mouth mold on the upper part of the core column, as shown in Figure 3.

S3,通过混凝土入口5进行芯柱浇筑,将芯柱混凝土浇筑口模具注满混凝土;S3, pouring the core column through the concrete inlet 5, and filling the concrete pouring mouth mold of the core column with concrete;

S4,待芯柱内的混凝土达到设计强度后,拆除芯柱混凝土浇筑口模具,并拆除芯柱上多余的混凝土。S4. After the concrete in the core column reaches the design strength, remove the core column concrete pouring mouth mold, and remove excess concrete on the core column.

图4是芯柱与二次结构梁处浇筑后的示意图。图3中芯柱混凝土浇筑口模具已拆除。此时,芯柱7与二次结构梁6处多浇筑了部分混凝土,为了达到建筑物的一体化设计,需要拆除芯柱上多余的混凝土。Fig. 4 is a schematic diagram of the core column and the secondary structural beam after pouring. In Figure 3, the concrete pouring mouth mold of the core column has been removed. At this time, part of the concrete was poured at the core column 7 and the secondary structural beam 6. In order to achieve the integrated design of the building, the redundant concrete on the core column needs to be removed.

相比于现有技术的缺点和不足,本实用新型提供的芯柱混凝土浇筑口模具及浇筑口定型方法,结构合理,解决了芯柱与二次结构梁接触处浇筑不密实的问题,有效提高了芯柱的结构强度,提高了芯柱的安全性。Compared with the shortcomings and deficiencies of the prior art, the utility model provides the core column concrete pouring mouth mold and the pouring mouth shaping method, which has a reasonable structure, solves the problem of incomplete pouring at the contact between the core column and the secondary structural beam, and effectively improves The structural strength of the core column is improved, and the safety of the core column is improved.

本实用新型不局限于上述实施方式,任何人在本实用新型的启示下都可得出其他各种形式的产品,但不论在其形状或结构上作任何变化,凡是具有与本申请相同或相近似的技术方案,均落在本实用新型的保护范围之内。The utility model is not limited to the above-mentioned embodiment, and anyone can draw other various forms of products under the enlightenment of the utility model, but regardless of any changes in its shape or structure, any product that has the same or similar features as the application Approximate technical solutions all fall within the protection scope of the present utility model.

Claims (4)

1.芯柱混凝土浇筑口模具,其特征在于,包括一对侧壁(1),斜壁(2)及固定板(3);所述侧壁(1)为直角三角形,斜壁(2)设置在侧壁(1)之间,斜壁(2)的两边与侧壁(1)上三角形的斜边连接,固定板(3)与侧壁(1)上三角形的直角连接;所述固定板(3)上设置有固定孔(4)。1. The core column concrete pouring mouth mold is characterized in that it includes a pair of side walls (1), inclined walls (2) and fixing plates (3); the side walls (1) are right-angled triangles, and the inclined walls (2) It is arranged between the side walls (1), the two sides of the inclined wall (2) are connected with the hypotenuse of the triangle on the side wall (1), and the fixed plate (3) is connected with the right angle of the triangle on the side wall (1); the fixed Fixing holes (4) are arranged on the plate (3). 2.根据权利要求1所述芯柱混凝土浇筑口模具,其特征在于,所述斜壁(2)与固定板(3)之间的夹角为30-60°。2. The core column concrete pouring mouth mold according to claim 1, characterized in that the angle between the inclined wall (2) and the fixing plate (3) is 30-60°. 3.根据权利要求1所述芯柱混凝土浇筑口模具,其特征在于,所述固定板(3)紧贴待浇筑芯柱的平面,由螺栓固定在待浇筑芯柱上。3. The core column concrete pouring mouth mold according to claim 1, characterized in that the fixing plate (3) is close to the plane of the core column to be poured, and is fixed on the core column to be poured by bolts. 4.根据权利要求1所述芯柱混凝土浇筑口模具,其特征在于,所述斜壁(2)设置在一对侧壁(1)之间,形成混凝土入口(5)。4. The core column concrete pouring mouth mold according to claim 1, characterized in that, the inclined wall (2) is arranged between a pair of side walls (1) to form a concrete inlet (5).
CN201720878551.7U 2017-07-19 2017-07-19 Core column concrete pours mouth mold tool Expired - Fee Related CN206987373U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107217845A (en) * 2017-07-19 2017-09-29 北京城建七建设工程有限公司 Core column concrete pours mouth mold tool and pours a mouthful method for shaping

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107217845A (en) * 2017-07-19 2017-09-29 北京城建七建设工程有限公司 Core column concrete pours mouth mold tool and pours a mouthful method for shaping

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Granted publication date: 20180209