CN206114393U - Shaping examination mould of preparation concrete sample - Google Patents

Shaping examination mould of preparation concrete sample Download PDF

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Publication number
CN206114393U
CN206114393U CN201621164645.XU CN201621164645U CN206114393U CN 206114393 U CN206114393 U CN 206114393U CN 201621164645 U CN201621164645 U CN 201621164645U CN 206114393 U CN206114393 U CN 206114393U
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plate
rib
groove
hole
vertical
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邢德进
吕长荣
王保群
张晓波
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Shandong Jiaotong University
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Shandong Jiaotong University
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Abstract

一种制作混凝土试件的成型试模,用于解决现有试模体积大的问题。它包括底板、横向竖板、纵向竖板、架筋板、螺杆和螺帽,所述底板的上有横向设置的第一直通槽和纵向设置的第二直通槽,所述第一直通槽和第二直通槽将底板的表面围成两个等面积的第一试样区和第二试样区;所述底板第二直通槽的外侧设有局部的架筋板安装槽;在纵向钢板的中间位置设置穿筋孔,在纵向钢板的两侧分别设有一个耳板,耳板上设置有拉锚孔;在架筋板上设置有圆形的架筋孔,所述架筋板的插装在架筋板安装槽中,所述穿筋孔和架筋孔的对应关系为同圆心设置。架筋板为选配部件,可以根据不同规格的钢筋进行选配使用,提高使用的灵活性和方便性。

The utility model relates to a forming test mold for making a concrete test piece, which is used to solve the problem of large volume of the existing test mold. It includes a bottom plate, a horizontal vertical plate, a vertical vertical plate, a rib plate, a screw and a nut, and the bottom plate has a first through groove arranged horizontally and a second through groove arranged vertically, and the first through groove is arranged vertically. The groove and the second through groove surround the surface of the bottom plate into two equal-area first sample areas and second sample areas; the outside of the second through groove of the bottom plate is provided with a local rib plate installation groove; Rib holes are set in the middle of the steel plate, and an ear plate is provided on both sides of the longitudinal steel plate, and anchor holes are set on the ear plates; a circular rib hole is arranged on the rib plate, and the rib plate Inserted in the mounting groove of the frame rib plate, the corresponding relationship between the hole through the rib and the hole of the frame rib is set at the same circle center. The rib plate is an optional component, which can be selected and used according to different specifications of steel bars, so as to improve the flexibility and convenience of use.

Description

一种制作混凝土试件的成型试模A Forming Trial Mold for Making Concrete Specimen

技术领域technical field

本实用新型属于材料试验样本制作模具技术领域,涉及一种制作测试混凝土与钢筋粘结力的混凝土试件成型试模。The utility model belongs to the technical field of making molds for material test samples, and relates to a forming test mold for making concrete specimens for testing the cohesive force of concrete and steel bars.

背景技术Background technique

测试混凝土与钢筋粘结力需要制作混凝土试件,该混凝土试件通常由混凝土和钢筋组成的,其中钢筋一般居中设置,其中的试件的实验过程有相关的技术标准。所以,试件制作过程是否标准化,对于测试结果具有很直接的影响。To test the bonding force between concrete and steel bars, it is necessary to make concrete specimens, which are usually composed of concrete and steel bars, where the steel bars are generally set in the center, and the experimental process of the test pieces has relevant technical standards. Therefore, whether the test piece production process is standardized or not has a direct impact on the test results.

常用的混凝土试件成型试模,存在如下问题:需一、不容易脱模,脱模时间长,费时费力;二、钢筋不能准确定位在混凝土试件中心,造成试件的标准化、一致性差,从而造成钢筋混凝土粘结力测试结果出现偏差,所以有必要实用新型一种能够脱模方便、将钢筋准确定位、适用不同钢筋直径的试模。Commonly used concrete test pieces have the following problems: first, it is not easy to demould, and the demoulding time is long, time-consuming and laborious; second, the steel bars cannot be accurately positioned at the center of the concrete test piece, resulting in poor standardization and consistency of the test piece. Thereby causing deviations in the test results of the reinforced concrete bond strength, so it is necessary to have a utility model that can demould easily, accurately locate the reinforcing bars, and be applicable to different reinforcing bar diameters.

实用新型内容Utility model content

鉴于目前的混凝土试件成型试模,不容易脱模,钢筋不能准确定位在混凝土试件中心,从而造成钢筋混凝土粘结力测试结果出现偏差,所以有必要实用新型一种能够脱模方便、将钢筋准确定位、适用不同钢筋直径的试模。In view of the fact that the current concrete test piece is not easy to demould, and the steel bar cannot be accurately positioned in the center of the concrete test piece, resulting in deviations in the test results of the bond force of reinforced concrete, so it is necessary to have a utility model that can be easily demolded Accurate positioning of steel bars, suitable for test molds with different steel bar diameters.

为了实现上述任务,本实用新型采用如下技术方案予以实现:In order to realize above-mentioned task, the utility model adopts following technical scheme to realize:

一种制作混凝土试件的成型试模,其特征在于:包括底板、横向竖板、纵向竖板、架筋板、螺杆和螺帽,所述底板的上表面设有横向设置的第一直通槽和纵向设置的第二直通槽,所述第一直通槽和第二直通槽将底板的表面围成两个等面积的第一试样区和第二试样区;所述底板第二直通槽的外侧设有局部的架筋板安装槽;A forming test mold for making concrete specimens, characterized in that: it includes a bottom plate, a horizontal vertical plate, a longitudinal vertical plate, a rib plate, a screw and a nut, and the upper surface of the bottom plate is provided with a first straight through Groove and the second through groove that longitudinally arranges, and described first through groove and second through groove surround the surface of bottom plate into two equal-area first sample area and second sample area; Said bottom plate second The outer side of the straight-through slot is provided with a local rib plate installation slot;

横向竖板为矩形钢板;The horizontal vertical plate is a rectangular steel plate;

纵向竖板为矩形钢板,在纵向钢板的中间位置设置穿筋孔,在纵向钢板的两侧分别设有一个耳板,耳板上设置好有拉锚孔;所述螺杆穿过两相对设置拉锚孔并用螺帽拧紧固定;The longitudinal vertical plate is a rectangular steel plate, and a rib hole is provided in the middle of the longitudinal steel plate, and an ear plate is respectively provided on both sides of the longitudinal steel plate, and a pulling anchor hole is arranged on the ear plate; Anchor holes and tightened with nuts;

在架筋板上设置有圆形的架筋孔,所述架筋板的插装在架筋板安装槽中,所述穿筋孔和架筋孔的对应关系为同圆心设置。A circular rib hole is arranged on the rib plate, and the rib plate is inserted into the installation groove of the rib plate, and the corresponding relationship between the rib hole and the rib hole is set at the same circle center.

进一步地,所述架筋板为具有不同直径尺寸架筋孔的系列规格架筋板。Further, the frame rib is a series of standard frame ribs with different diameters and sizes of the frame rib holes.

有益效果:Beneficial effect:

1、该试模为组合式结构,便于组装和快速脱模。1. The test mold is a combined structure, which is convenient for assembly and quick demoulding.

2、架筋板为选配部件,可以根据不同规格的钢筋进行选配使用,提高使用的灵活性和方便性。2. The reinforcement plate is an optional part, which can be selected and used according to different specifications of steel bars to improve the flexibility and convenience of use.

3、试模底板为标准结构,可以保证试件的批量一致性和标准性,提高试样的品质。3. The bottom plate of the test mold is a standard structure, which can ensure the batch consistency and standardization of the test pieces and improve the quality of the test pieces.

4、拆装后便于转场运输的储存。4. After disassembly and assembly, it is convenient for transfer and storage.

附图说明Description of drawings

图1试模立体结构示意图。Figure 1 Schematic diagram of the three-dimensional structure of the test mold.

图2试模底板立体结构示意图。Figure 2 Schematic diagram of the three-dimensional structure of the bottom plate of the trial mold.

图3试模底板俯视图。Figure 3 The top view of the bottom plate of the trial mold.

图4试模纵向竖板立体结构示意图。Figure 4 is a schematic diagram of the three-dimensional structure of the vertical vertical plate of the test mold.

图5试模纵向竖板主视图。Fig. 5 The front view of the longitudinal vertical plate of the trial mold.

图6底板与纵向竖板的配合图。Figure 6 is the cooperation diagram of the bottom plate and the vertical vertical plate.

图7试模架筋板立面图。Fig. 7 Elevation view of the rib plate of the test formwork.

图8试模横向竖板立体图。Figure 8 is a perspective view of the horizontal vertical plate of the test mold.

图中各个标号的含义为:1底板,11第一直通槽,12第二直通槽,13架筋板安装槽,111第一试样区,112第二试样区,2横向竖板,3纵向竖板,31穿筋孔,32耳板,33拉锚孔,4架筋板,41架筋孔,5螺杆,6螺帽。The meanings of each label in the figure are: 1 base plate, 11 the first straight through groove, 12 the second straight through groove, 13 rib plate installation groove, 111 the first sample area, 112 the second sample area, 2 horizontal vertical plate, 3 vertical vertical plates, 31 holes for piercing the ribs, 32 lug plates, 33 pull anchor holes, 4 rib plates, 41 rib holes, 5 screw rods, and 6 nuts.

以下结合附图和实施例对本实用新型的具体内容作进一步详细地说明。Below in conjunction with accompanying drawing and embodiment the concrete content of the present utility model is described in further detail.

具体实施方式detailed description

以下给出本实用新型的具体实施方式,需要说明的是本实用新型并不局限于以下具体实施方式,凡在本申请技术方案基础上做的等同变换均落入本实用新型的保护范围。The specific embodiments of the present utility model are given below, and it should be noted that the present utility model is not limited to the following specific embodiments, and all equivalent transformations done on the basis of the technical solutions of the present application all fall within the protection scope of the present utility model.

遵从上述技术方案,如图1至图8所示,本实施方式给出制作一种测试混凝土与钢筋粘结力的混凝土试件成型试模,包括底板1、横向竖板2、纵向竖板3、架筋板4、螺杆5和螺帽6。According to the above-mentioned technical scheme, as shown in Fig. 1 to Fig. 8, this embodiment proposes to make a concrete specimen forming test mold for testing the bonding force between concrete and steel bars, including a bottom plate 1, a horizontal vertical plate 2, and a vertical vertical plate 3 , frame rib plate 4, screw rod 5 and nut 6.

底板1,参考图2和图3,底板1采用厚钢板经过机加工形成,在底板1的上表面采用铣刀铣出三个横向设置的第一直通槽11、两个纵向设置的第二直通槽12,第一直通槽和第二直通槽将底板的表面围成两个等面积的试样区域,标记为第一试样区111和第二试样区112。Bottom plate 1, with reference to Fig. 2 and Fig. 3, bottom plate 1 adopts thick steel plate to form through machining, adopts milling cutter on the upper surface of bottom plate 1 and mills out three transversely arranged first through grooves 11, two longitudinally arranged second through grooves. The straight-through slot 12 , the first straight-through slot and the second straight-through slot surround the surface of the bottom plate into two equal-area sample areas, marked as the first sample area 111 and the second sample area 112 .

横向竖板2为矩形钢板,参考图8。The horizontal vertical plate 2 is a rectangular steel plate, as shown in FIG. 8 .

纵向竖板3为矩形钢板,在纵向钢板的中间位置设置有两个圆孔,为穿筋孔31,两个圆形穿筋孔对准第一试样区和第二试样区,在纵向钢板的两侧分别设有一个耳板32,耳板上设置好有拉锚孔33。The longitudinal vertical plate 3 is a rectangular steel plate, and two circular holes are arranged in the middle of the longitudinal steel plate, which are the piercing holes 31, and the two circular piercing holes are aligned with the first sample area and the second sample area, An ear plate 32 is respectively provided on both sides of the steel plate, and anchor holes 33 are arranged on the ear plate.

架筋板4为矩形板,在架筋板上设置有圆形的架筋孔41,架筋孔直径与钢筋的直径等同,参考图7。在上述底板1第二直通槽的外侧设有局部的架筋板安装槽13,用于架筋板4的插装。The rib plate 4 is a rectangular plate, and a circular rib hole 41 is arranged on the rib plate, and the diameter of the rib hole is equal to the diameter of the steel bar, as shown in FIG. 7 . On the outer side of the second through groove of the above-mentioned bottom plate 1, there is provided a local frame rib installation groove 13 for inserting the frame rib 4.

该试模组装结构为:The assembly structure of the trial mold is:

然后将两块纵向竖板3下边沿部位卡放在底板的第二直通槽12内,然后将三块横向竖板下边沿卡放在底板的第一直通槽11内,在两对相对设置的耳板之间,再将螺杆穿过耳板之间的拉锚孔33,用螺帽将其拧紧固定,对上述的第一试样区和第二试样区形成围堵,即浇灌区域。根据钢筋直径不同选用相应的架筋板,架筋板上的销孔与纵向钢板上的穿筋孔是对应设置的,将架筋板对称安放在底板的销孔内,接着穿插钢筋,最后灌入混凝土振捣成型。Then place the lower edges of the two vertical vertical plates 3 in the second through groove 12 of the base plate, then place the lower edges of the three horizontal vertical plates in the first through groove 11 of the base plate, and place them in the two pairs of oppositely arranged between the ear plates, and then pass the screw through the anchor hole 33 between the ear plates, and tighten it with a nut to form a containment for the above-mentioned first sample area and the second sample area, that is, the pouring area . According to the different diameters of the steel bars, the corresponding frame ribs are selected. The pin holes on the frame ribs and the holes on the longitudinal steel plates are set correspondingly. Vibrated into concrete.

在此特别说明,架筋板有多种型号,这些架筋板的区别在于,上面的架筋孔的直径是不同的,架筋孔的大小和钢筋型号一一对应,架筋板的选择根据所插钢筋的型号进行选择。且上述的穿筋孔等同或者略大于最大规格的架筋孔,上述穿筋孔和架筋孔的对应关系为同圆心设置。It is specially stated here that there are many types of ribs. The difference between these ribs is that the diameters of the rib holes on the top are different. The size of the rib holes corresponds to the type of steel bar. The selection of the ribs is based on Select the model of the inserted reinforcement. In addition, the above-mentioned reinforcement holes are equal to or slightly larger than the largest frame reinforcement holes, and the corresponding relationship between the above-mentioned reinforcement holes and the frame reinforcement holes is set on the same circle center.

本实用新型的工作过程如下所述:The working process of the present utility model is as follows:

步骤1、依据实验所需的钢筋型号,选择销钉的型号;Step 1. Select the type of pin according to the type of steel bar required for the experiment;

步骤2、将纵向竖板、横向竖板、架筋板分别插入第二直通槽、第一直通槽和安装槽内,并用螺杆和螺帽将两块纵向竖板拧紧固定;Step 2. Insert the vertical vertical board, the horizontal vertical board and the rib plate into the second straight groove, the first straight groove and the installation groove respectively, and tighten and fix the two vertical vertical boards with screws and nuts;

步骤3、将钢筋沿着架筋孔、穿筋孔插入到试模当中;Step 3. Insert the steel bar into the test mold along the frame bar hole and the bar piercing hole;

步骤4、将拌好的混凝土倒入试模中,振捣养护成型。Step 4. Pour the mixed concrete into the test mold, vibrate and maintain it to shape.

Claims (2)

1.一种制作混凝土试件的成型试模,其特征在于:包括底板(1)、横向竖板(2)、纵向竖板(3)、架筋板(4)、螺杆(5)和螺帽(6),所述底板(1)的上表面设有横向设置的第一直通槽(11)和纵向设置的第二直通槽(12),所述第一直通槽和第二直通槽将底板的表面围成两个等面积的第一试样区(111)和第二试样区(112);所述第二直通槽的外侧设有局部的架筋板安装槽(13);1. A molding test mold for making concrete test piece, is characterized in that: comprise base plate (1), horizontal vertical plate (2), longitudinal vertical plate (3), ribbed plate (4), screw rod (5) and screw Cap (6), the upper surface of the bottom plate (1) is provided with a first through groove (11) arranged horizontally and a second through groove (12) arranged vertically, the first through groove and the second through groove The groove surrounds the surface of the bottom plate into two equal-area first sample areas (111) and second sample areas (112); the outer side of the second straight through groove is provided with a local reinforcement plate installation groove (13) ; 横向竖板(2)为矩形钢板;The horizontal vertical plate (2) is a rectangular steel plate; 纵向竖板(3)为矩形钢板,在纵向钢板的中间位置设置穿筋孔(31),在纵向钢板的两侧分别设有耳板(32),所述耳板上设置有拉锚孔(33);所述螺杆穿过两相对设置拉锚孔(33)并用螺帽拧紧固定;The vertical vertical plate (3) is a rectangular steel plate, and a rib hole (31) is provided in the middle of the longitudinal steel plate, and lug plates (32) are respectively provided on both sides of the longitudinal steel plate, and the lug plates are provided with anchor holes ( 33); the screw passes through two opposite anchor holes (33) and is tightened and fixed with a nut; 在架筋板(4)上设置有圆形的架筋孔,所述架筋板(4)的插装在架筋板安装槽中,所述穿筋孔和架筋孔的对应关系为同圆心设置。A circular frame rib hole is arranged on the frame rib plate (4), and the frame rib plate (4) is inserted in the frame rib plate installation groove, and the corresponding relationship between the described rib hole and the frame rib hole is the same Center setting. 2.根据权利要求1所述的一种制作混凝土试件的成型试模,其特征在于,所述架筋板为具有不同直径尺寸架筋孔的系列规格架筋板。2. A forming test mold for making a concrete test piece according to claim 1, characterized in that, the rib plate is a series of standard rib plates with rib holes of different diameters.
CN201621164645.XU 2016-10-25 2016-10-25 Shaping examination mould of preparation concrete sample Expired - Fee Related CN206114393U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108827748A (en) * 2018-06-06 2018-11-16 内蒙古工业大学 Single PVA fiber is embedded in test piece mould and operation measure in cement-base composite material
CN109696149A (en) * 2019-02-21 2019-04-30 河海大学 A kind of early age deformation measuring device of armored concrete and measurement method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108827748A (en) * 2018-06-06 2018-11-16 内蒙古工业大学 Single PVA fiber is embedded in test piece mould and operation measure in cement-base composite material
CN108827748B (en) * 2018-06-06 2020-11-03 内蒙古工业大学 Test piece mold for embedding single PVA fiber in cement-based composite material and operation method
CN109696149A (en) * 2019-02-21 2019-04-30 河海大学 A kind of early age deformation measuring device of armored concrete and measurement method

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Granted publication date: 20170419

Termination date: 20171025