CN210032665U - Cast-in-place floor reinforcing bar net builds appurtenance - Google Patents

Cast-in-place floor reinforcing bar net builds appurtenance Download PDF

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CN210032665U
CN210032665U CN201920500653.4U CN201920500653U CN210032665U CN 210032665 U CN210032665 U CN 210032665U CN 201920500653 U CN201920500653 U CN 201920500653U CN 210032665 U CN210032665 U CN 210032665U
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cast
auxiliary tool
reinforcement mesh
place floor
floor slab
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任俊平
张敏
肖锋
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Chengdu Polytechnic
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Chengdu Polytechnic
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Abstract

本实用新型提供了一种现浇楼板钢筋网搭建辅助工具,解决了现有的现浇楼板的钢筋网在搭建过程中,人工拉尺测量,测量定位不准从而影响施工质量的问题。本实用新型包括两个测量臂以及连接在两个测量臂之间的长度可调的连接部,所述测量臂包括固定部和伸缩部,所述固定部和伸缩部上均设置有标尺。本实用新型具有拉尺方便,定位测量准确等优点。

Figure 201920500653

The utility model provides an auxiliary tool for the construction of a cast-in-situ floor slab reinforcement mesh, which solves the problem that the existing cast-in-situ slab reinforcement mesh is measured manually with a ruler during the construction process, and the measurement and positioning are inaccurate, thereby affecting the construction quality. The utility model comprises two measuring arms and a length-adjustable connecting part connected between the two measuring arms. The measuring arms comprise a fixed part and a telescopic part, and scales are arranged on the fixed part and the telescopic part. The utility model has the advantages of convenient drawing ruler, accurate positioning measurement and the like.

Figure 201920500653

Description

一种现浇楼板钢筋网搭建辅助工具A kind of auxiliary tool for the construction of cast-in-place floor steel mesh

技术领域technical field

本实用新型涉及钢筋网搭建技术领域,具体涉及一种现浇楼板钢筋网搭建辅助工具。The utility model relates to the technical field of reinforcement mesh construction, in particular to an auxiliary tool for the construction of a cast-in-place floor reinforcement mesh.

背景技术Background technique

在框架结构建筑施工中,建筑工程楼板普遍采用现浇混凝土楼板,而现浇混凝土楼板的施工工序为模板支撑、钢筋网搭建与绑扎、混凝土浇筑。其中,钢筋搭建设是关键环节、决定着楼板的质量好坏。In the construction of frame structure buildings, cast-in-place concrete floors are generally used for construction engineering floors, and the construction processes of cast-in-place concrete floors are formwork support, reinforcement mesh construction and binding, and concrete pouring. Among them, the construction of steel reinforcement is the key link, which determines the quality of the floor.

目前,现浇混凝土楼板控制要求越来越高,对楼板钢筋绑扎的间距、垂直度、平整度、板厚和保护层厚度等指标有很高的精度要求,其中楼板钢筋间距的控制还没有得到有效的解决。现在常用的楼板钢筋排布间距控制的方法为拉尺画线法,即在楼板四周模板上用卷尺测量,按照设计要求的板筋间距在模板上用粉笔画线做标记,排布钢筋时,钢筋两端对准粉笔线标记即为板筋间距,依此进行楼板钢筋排布施工。这种方法存在钢筋定位不准、钢筋间距控制不到位等问题,而且遇到阴雨天或者工人经常走动容易引起粉笔线标记丢失等问题,精度很难满足要求,对楼板施工质量也带来一些隐患。At present, the control requirements of cast-in-place concrete floors are getting higher and higher, and there are high precision requirements for the spacing, verticality, flatness, slab thickness and thickness of the protective layer of the floor reinforcement. effective solution. The commonly used method for controlling the spacing of steel reinforcements on the floor is the method of drawing a line with a ruler, that is, measuring with a tape measure on the template around the floor, marking the template with a chalk line according to the spacing between the reinforcements required by the design. When arranging the reinforcement, The two ends of the reinforcement bar are aligned with the chalk line mark, which is the spacing of the slab reinforcement, and the floor reinforcement construction is carried out accordingly. This method has problems such as inaccurate positioning of rebars, inadequate control of rebar spacing, and problems such as loss of chalk line marks in cloudy and rainy days or when workers often walk around. .

因此,研发一种新型的现浇楼板钢筋网搭建辅助工具迫在眉睫。Therefore, it is urgent to develop a new type of auxiliary tool for the construction of cast-in-place steel mesh.

实用新型内容Utility model content

本实用新型所要解决的技术问题是:现有的现浇楼板的钢筋网在搭建过程中,人工拉尺测量,测量定位不准从而影响施工质量。The technical problem to be solved by the utility model is: during the construction of the existing cast-in-place floor slab, the steel mesh is manually measured with a ruler, and the measurement and positioning are inaccurate, thereby affecting the construction quality.

本实用新型提供了解决上述技术问题的一种现浇楼板钢筋网搭建辅助工具。The utility model provides an auxiliary tool for the construction of a cast-in-place floor slab reinforcement mesh to solve the above-mentioned technical problems.

本实用新型通过下述技术方案实现:The utility model is realized through the following technical solutions:

一种现浇楼板钢筋网搭建辅助工具,包括分别位于楼板模板相互平行的两边的两个测量臂以及连接在两个测量臂之间的连接部,所述测量臂包括固定部和伸缩部,所述固定部和伸缩部上均设置有标尺。An auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh, comprising two measuring arms respectively located on two sides of a floor formwork parallel to each other and a connecting part connected between the two measuring arms, the measuring arms comprising a fixed part and a telescopic part, so Both the fixed part and the telescopic part are provided with scales.

本实用新型的设计原理为:两个测量臂可同时对相互平行的楼板模板的两边需要铺设钢筋的间距进行长度的精确测量,而连接部可对两个测量臂起到辅助定位的作用,使得测量稳定可靠。The design principle of the utility model is as follows: the two measuring arms can simultaneously measure the length of the spacing between the two sides of the parallel floor formwork to be laid with reinforcing bars, and the connecting part can play an auxiliary positioning role for the two measuring arms, so that the The measurement is stable and reliable.

本发明优选一种现浇楼板钢筋网搭建辅助工具,所述连接部为与所述固定部垂直连接的连接头以及位于两个连接头之间的长度可调的软性连接体。The present invention preferably is an auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh, wherein the connecting part is a connecting head vertically connected to the fixing part and a flexible connecting body with adjustable length between the two connecting heads.

进一步地,所述连接头上开设通孔,软性连接体穿过两个通孔将连接头连在一起。可根据楼板的尺寸进行软性连接体长度的调整,保证两个测量臂紧靠所述楼板模板相互平行的两边,实现准确测量。Further, through holes are formed on the connecting head, and the flexible connecting body passes through the two through holes to connect the connecting heads together. The length of the flexible connecting body can be adjusted according to the size of the floor plate, so as to ensure that the two measuring arms are close to the two sides of the floor plate formwork that are parallel to each other, so as to achieve accurate measurement.

本发明优选一种现浇楼板钢筋网搭建辅助工具,所述连接部为与两个固定部垂直连接的可伸缩部体,且两个固定部位于所述连接部的同侧,这样形成一个凹形结构,两个测量臂相互平行,分别位于楼板模板相互平行的两边,而与测量臂垂直的连接部对两个测量臂起到定位作用,且连接部为可伸缩部,可根据楼板尺寸进行长短调节,适用于不同尺寸楼板钢筋网的搭建。The present invention preferably is an auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh, wherein the connecting portion is a retractable body vertically connected with two fixing portions, and the two fixing portions are located on the same side of the connecting portion, thus forming a concave The two measuring arms are parallel to each other and are located on the two sides of the floor formwork that are parallel to each other. The connecting part perpendicular to the measuring arm plays a role in positioning the two measuring arms, and the connecting part is a retractable part, which can be adjusted according to the size of the floor slab. Length adjustment, suitable for the construction of different sizes of floor reinforcement mesh.

本发明优选一种现浇楼板钢筋网搭建辅助工具,所述连接部靠近所述测量臂的两端设置有定位凹槽,用于卡住楼板模板,这样可以更好地进行定位。The present invention preferably is an auxiliary tool for constructing a cast-in-place steel mesh for floor slabs, wherein two ends of the connecting portion close to the measuring arm are provided with positioning grooves for clamping the slab formwork, so that the positioning can be better.

本发明优选一种现浇楼板钢筋网搭建辅助工具,所述定位凹槽处设置有磁铁,当楼板模板的边沿设置为钢结构时,磁铁设置可以对该工具与楼板模板起到更好的固定作用,而在需要移动时,直接滑动即可。The present invention preferably is an auxiliary tool for the construction of cast-in-place floor slab reinforcement mesh, the positioning groove is provided with a magnet, and when the edge of the floor slab formwork is set as a steel structure, the magnet arrangement can better fix the tool and the slab formwork function, and when you need to move, just swipe directly.

本发明优选一种现浇楼板钢筋网搭建辅助工具,所述固定部上设置有滑槽,所述伸缩部上设置穿过滑槽的滑杆,所述滑杆位于所述滑槽外的部位设置有紧固旋钮,这样的伸缩结构调节和固定均很方便。The present invention preferably is an auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh, wherein a chute is provided on the fixed part, and a sliding rod passing through the chute is provided on the telescopic part, and the sliding rod is located outside the chute A tightening knob is provided, and such a telescopic structure is very convenient to adjust and fix.

本实用新型具有如下的有益效果:The utility model has the following beneficial effects:

1.本实用新型通过设置两个测量臂来同时对相互平行的楼板模板的两边需要铺设钢筋的间距进行长度的精确测量,并通过连接部的限位保证测量不偏移;1. The present utility model carries out accurate measurement of the length of the spacing between the two sides of the mutually parallel floor formwork that needs to be laid with reinforcing bars by setting two measuring arms, and ensures that the measurement is not offset by the limit of the connecting part;

2.本实用新型在连接部的两端设置定位凹槽,可以卡住楼板模板的边沿,更好定位;2. The utility model is provided with positioning grooves at both ends of the connecting part, which can clamp the edge of the floor formwork and better locate;

3.本实用新型在定位凹槽处设置磁铁,当楼板模板的边沿设置为钢结构时,可以起到固定作用;3. The utility model is provided with a magnet at the positioning groove, which can play a fixing role when the edge of the floor formwork is set to a steel structure;

4.本实用新型的连接部为软性连接体,方便收纳,长度任意调节。4. The connecting part of the present invention is a soft connecting body, which is convenient for storage, and the length can be adjusted arbitrarily.

附图说明Description of drawings

此处所说明的附图用来提供对本实用新型实施例的进一步理解,构成本申请的一部分,并不构成对本实用新型实施例的限定。在附图中:The accompanying drawings described herein are used to provide a further understanding of the embodiments of the present invention, and constitute a part of the present application, and do not constitute a limitation to the embodiments of the present invention. In the attached image:

图1为本实用新型实施例一的结构示意图。FIG. 1 is a schematic structural diagram of Embodiment 1 of the present invention.

图2为本实用新型实施例一的连接头的右侧视结构示意图。FIG. 2 is a schematic structural diagram of a right side view of the connector according to the first embodiment of the present invention.

图3为本实用新型实施例二的结构示意图。FIG. 3 is a schematic structural diagram of Embodiment 2 of the present invention.

图4为本实用新型实施例二的连接部的右侧视结构示意图。FIG. 4 is a schematic structural diagram of a right side view of the connecting portion of the second embodiment of the present invention.

图5为本实用新型测量臂的俯视结构示意图。FIG. 5 is a schematic top view of the structure of the measuring arm of the present invention.

附图中标记及对应的零部件名称:The marks in the attached drawings and the corresponding parts names:

1-测量臂,10-固定部,100-滑槽,11-伸缩部,110-滑杆,111-紧固旋钮,2-连接部,20-连接头,200-通孔,21-软性连接体,3-标尺,4-定位凹槽,5-磁铁。1-Measuring arm, 10-Fixed part, 100-Chute, 11-Telescopic part, 110-Slide rod, 111-Tightening knob, 2-Connecting part, 20-Connecting head, 200-Through hole, 21-Soft Connector, 3-ruler, 4-positioning groove, 5-magnet.

具体实施方式Detailed ways

为使本实用新型的目的、技术方案和优点更加清楚明白,下面结合实施例和附图,对本实用新型作进一步的详细说明,本实用新型的示意性实施方式及其说明仅用于解释本实用新型,并不作为对本实用新型的限定。In order to make the purpose, technical solutions and advantages of the present utility model clearer, the present utility model will be described in further detail below in conjunction with the embodiments and the accompanying drawings. The invention is not intended to limit the present invention.

实施例1Example 1

如图1、图2和图5所示,一种现浇楼板钢筋网搭建辅助工具,包括分别位于楼板模板相互平行的两边的两个测量臂1以及连接在两个测量臂1之间的长度可调的连接部2,所述测量臂1包括固定部10和伸缩部11,所述固定部10和伸缩部11上均设置有标尺3。As shown in Figure 1, Figure 2 and Figure 5, an auxiliary tool for the construction of cast-in-place floor slab reinforcement mesh, comprising two measuring arms 1 respectively located on both sides of the floor formwork parallel to each other and a length connected between the two measuring arms 1 The adjustable connecting part 2, the measuring arm 1 includes a fixed part 10 and a telescopic part 11, and a scale 3 is provided on the fixed part 10 and the telescopic part 11.

两个测量臂1可同时对相互平行的楼板模板的两边需要铺设钢筋的间距进行长度的精确测量,而连接部2可对两个测量臂1起到辅助定位的作用,使得测量稳定可靠。The two measuring arms 1 can simultaneously measure the length of the distance between the two sides of the parallel floor formwork to be laid with reinforcing bars, and the connecting part 2 can play an auxiliary positioning role for the two measuring arms 1, so that the measurement is stable and reliable.

所述连接部2为与所述固定部10垂直连接的连接头20以及位于两个连接头20之间的软性连接体21,连接头20与固定部10一体成型,垂直转角有利于保证上下水平测量的一致性。The connecting part 2 is a connecting head 20 that is vertically connected to the fixing part 10 and a soft connecting body 21 located between the two connecting heads 20. The connecting head 20 and the fixing part 10 are integrally formed, and the vertical corner is conducive to ensuring the upper and lower parts. Consistency of level measurements.

所述连接头20上开设通孔200,软性连接体21穿过两个通孔200将连接头20连在一起。可根据楼板的尺寸进行软性连接体21长度的调整,保证两个测量臂1紧靠所述楼板模板相互平行的两边,实现准确测量。Through holes 200 are formed on the connector 20 , and the flexible connector 21 passes through the two through holes 200 to connect the connectors 20 together. The length of the flexible connecting body 21 can be adjusted according to the size of the floor slab, so as to ensure that the two measuring arms 1 are close to the two sides of the floor slab formwork that are parallel to each other, so as to achieve accurate measurement.

所述连接头20位于所述固定部10和通孔200之间的部位设置有定位凹槽4,当具体使用时,将定位凹槽4卡在楼板模板的边沿,可以起到快速和准确定位的作用。The position of the connector 20 between the fixing portion 10 and the through hole 200 is provided with a positioning groove 4. When in use, the positioning groove 4 is clamped on the edge of the floor formwork, which can achieve fast and accurate positioning. effect.

所述软性连接体21为绳体,绳体可收纳,可调节长度,而且可以通过绳体的收紧起对两端的测量臂1起到紧固固定作用。The flexible connecting body 21 is a rope body, the rope body can be stored, the length can be adjusted, and the measurement arm 1 at both ends can be fastened and fixed by tightening the rope body.

所述定位凹槽4处胶接有磁铁5,当楼板模板的边沿设置为钢结构时,磁铁5设置可以对该工具与楼板模板起到更好的固定作用,而在需要移动时,直接滑动即可。The positioning groove 4 is glued with a magnet 5. When the edge of the floor formwork is set to a steel structure, the magnet 5 can be set to better fix the tool and the floor formwork, and when it needs to move, it can slide directly. That's it.

所述固定部10上设置有滑槽100,所述伸缩部11上设置穿过滑槽100的滑杆110,所述滑杆110位于所述滑槽100外的部位设置有紧固旋钮111,这样的伸缩结构调节和固定均很方便。A sliding slot 100 is arranged on the fixing part 10 , a sliding rod 110 passing through the sliding slot 100 is arranged on the telescopic part 11 , and a tightening knob 111 is arranged on the part of the sliding rod 110 outside the sliding slot 100 , Such a telescopic structure is very convenient to adjust and fix.

具体测量时,将一个测量臂1紧贴楼板模板的一个边,使得定位凹槽4卡住楼板模板的边沿,调节伸缩部11的长度使得伸缩部11的读数加上固定部10的读数为需要测量的钢筋间距,并拧紧紧固旋钮111防止伸缩部11移动,再将另一个测量臂1紧贴楼板模板的另一个平行边,调节伸缩部11的长度,然后调节绳体的长度使得其与楼板模板的长度相当,这样一方面可以保证一次性测量两边的长度,绳体的拉紧还能起到紧固定位效果,当需要测量下一段间距时,滑动工具即可,磁铁5的设置有利于进一步紧固工具的位置不偏移。During the specific measurement, a measuring arm 1 is attached to one edge of the floor formwork, so that the positioning groove 4 is stuck on the edge of the floor formwork, and the length of the telescopic part 11 is adjusted so that the reading of the telescopic part 11 plus the reading of the fixed part 10 is required. Measure the spacing of the rebars, and tighten the tightening knob 111 to prevent the telescopic part 11 from moving, and then put another measuring arm 1 against the other parallel side of the floor formwork, adjust the length of the telescopic part 11, and then adjust the length of the rope body so that it matches the The length of the floor formwork is equivalent, so that on the one hand, the length of both sides can be measured at one time, and the tightening of the rope body can also play a role in fastening and positioning. When the next interval needs to be measured, the sliding tool is enough. The position of the tool for further tightening is not shifted.

实施例2Example 2

如图3和图4所示,本实施例与实施例1的区别在于,所述连接部2为与两个固定部10垂直连接的可伸缩部11体,且两个固定部10位于所述连接部2的同侧,这样形成一个凹形结构,两个测量臂1相互平行,分别位于楼板模板相互平行的两边,而与测量臂1垂直的连接部2对两个测量臂1起到定位作用,且连接部2为可伸缩部11,可根据楼板尺寸进行长短调节,适用于不同尺寸楼板钢筋网的搭建。As shown in FIG. 3 and FIG. 4 , the difference between this embodiment and Embodiment 1 is that the connecting part 2 is a telescopic part 11 vertically connected to the two fixing parts 10 , and the two fixing parts 10 are located in the On the same side of the connecting part 2, a concave structure is formed in this way. The two measuring arms 1 are parallel to each other and are located on the two sides of the floor formwork that are parallel to each other. The connecting part 2 is a telescopic part 11, which can be adjusted in length according to the size of the floor slab, and is suitable for the construction of reinforced mesh for floor slabs of different sizes.

所述可伸缩部11的具体结构与所述测量臂1的可伸缩结构一样。The specific structure of the telescopic part 11 is the same as the telescopic structure of the measuring arm 1 .

所述连接部2靠近所述测量臂1的两端设置有定位凹槽4,用于卡住楼板模板,这样可以更好地进行定位。Positioning grooves 4 are provided on both ends of the connecting portion 2 close to the measuring arm 1 for clamping the floor formwork, so that the positioning can be better.

具体测量时,将一个测量臂1紧贴楼板模板的一个边,使得定位凹槽4卡住楼板模板的边沿,调节伸缩部11的长度使得伸缩部11的读数加上固定部10的读数为需要测量的钢筋间距,并拧紧紧固旋钮111防止伸缩部11移动,再调节连接部2的长度使得其与楼板模板的长度相当,然后将另一个测量臂1紧贴楼板模板的另一个平行边,由于第一个测量臂1和连接杆的限位作用,第二个测量臂1可不进行长度调节,方便操作,另外也可调节第二个测量臂1的伸缩部11的长度,这样一方面可以保证一次性测量两边的长度,还能起到检验准确性的效果,当需要测量下一段间距时,滑动工具即可,这样只需要一个人在中间滑动连接部2即可,操作非常方便。During the specific measurement, a measuring arm 1 is attached to one edge of the floor formwork, so that the positioning groove 4 is stuck on the edge of the floor formwork, and the length of the telescopic part 11 is adjusted so that the reading of the telescopic part 11 plus the reading of the fixed part 10 is required. Measure the spacing of the reinforcing bars, and tighten the tightening knob 111 to prevent the telescopic part 11 from moving, then adjust the length of the connecting part 2 to make it equal to the length of the floor formwork, and then attach another measuring arm 1 to the other parallel side of the floor formwork, Due to the limiting effect of the first measuring arm 1 and the connecting rod, the length of the second measuring arm 1 can not be adjusted, which is convenient for operation, and the length of the telescopic part 11 of the second measuring arm 1 can also be adjusted. It can ensure the length of both sides to be measured at one time, and it can also have the effect of checking the accuracy. When the next distance needs to be measured, just slide the tool, so that only one person needs to slide the connecting part 2 in the middle, and the operation is very convenient.

以上所述的具体实施方式,对本实用新型的目的、技术方案和有益效果进行了进一步详细说明,所应理解的是,以上所述仅为本实用新型的具体实施方式而已,并不用于限定本实用新型的保护范围,凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The specific embodiments described above further describe the purpose, technical solutions and beneficial effects of the present invention in detail. It should be understood that the above are only specific embodiments of the present invention and are not intended to limit the present invention The protection scope of the utility model, any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims (7)

1.一种现浇楼板钢筋网搭建辅助工具,其特征在于,包括分别位于楼板模板相互平行的两边的两个测量臂(1)以及连接在两个测量臂(1)之间的长度可调节的连接部(2),所述测量臂(1)包括固定部(10)和伸缩部(11),所述固定部(10)和伸缩部(11)上均设置有标尺(3)。1. An auxiliary tool for building a cast-in-place floor slab reinforcement mesh, characterized in that it comprises two measuring arms (1) respectively positioned on both sides parallel to each other of the floor formwork and the length adjustable between the two measuring arms (1) The connecting part (2) of the measuring arm (1) includes a fixed part (10) and a telescopic part (11), and a ruler (3) is provided on both the fixed part (10) and the telescopic part (11). 2.根据权利要求1所述的一种现浇楼板钢筋网搭建辅助工具,其特征在于,所述连接部(2)包括与所述固定部(10)垂直连接的连接头(20)以及位于两个连接头(20)之间的长度可调的软性连接体(21)。2. An auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh according to claim 1, wherein the connecting portion (2) comprises a connecting head (20) vertically connected with the fixing portion (10) and a A flexible connecting body (21) with an adjustable length between the two connecting heads (20). 3.根据权利要求2所述的一种现浇楼板钢筋网搭建辅助工具,其特征在于,两个所述连接头(20)的端部均设置通孔(200),所述软性连接体(21)连接在两个通孔(200)之间。The auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh according to claim 2, wherein the ends of the two connecting heads (20) are provided with through holes (200), and the flexible connecting body is provided with a through hole (200). (21) is connected between the two through holes (200). 4.根据权利要求1所述的一种现浇楼板钢筋网搭建辅助工具,其特征在于,所述连接部(2)为与两个固定部(10)垂直连接的可伸缩体,且两个固定部(10)位于所述连接部(2)的同侧。4. A cast-in-place floor slab reinforcement mesh construction auxiliary tool according to claim 1, wherein the connecting portion (2) is a retractable body vertically connected with two fixing portions (10), and the two The fixing part (10) is located on the same side of the connecting part (2). 5.根据权利要求1-4任一项所述的一种现浇楼板钢筋网搭建辅助工具,其特征在于,所述连接部(2)靠近所述测量臂(1)的两端设置有定位凹槽(4),用于卡住楼板模板。5. A cast-in-place floor reinforcement mesh construction auxiliary tool according to any one of claims 1-4, characterized in that, two ends of the connecting portion (2) close to the measuring arm (1) are provided with positioning Grooves (4) for clamping the slab formwork. 6.根据权利要求5所述的一种现浇楼板钢筋网搭建辅助工具,其特征在于,所述定位凹槽(4)处设置有磁铁(5)。6 . An auxiliary tool for constructing a cast-in-place floor slab reinforcement mesh according to claim 5 , wherein a magnet ( 5 ) is provided at the positioning groove ( 4 ). 7 . 7.根据权利要求1-4或6任一项所述的一种现浇楼板钢筋网搭建辅助工具,其特征在于,所述固定部(10)上设置有滑槽(100),所述伸缩部(11)上设置穿过滑槽(100)的滑杆(110),所述滑杆(110)位于所述滑槽(100)外的部位设置有紧固旋钮(111)。7. A cast-in-place floor slab reinforcement mesh construction auxiliary tool according to any one of claims 1-4 or 6, characterized in that, a chute (100) is provided on the fixing part (10), and the telescopic A sliding rod (110) passing through the chute (100) is arranged on the part (11), and a tightening knob (111) is provided at the position of the sliding rod (110) outside the chute (100).
CN201920500653.4U 2019-04-12 2019-04-12 Cast-in-place floor reinforcing bar net builds appurtenance Expired - Fee Related CN210032665U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609902A (en) * 2020-12-18 2021-04-06 云南建丰实业(集团)有限公司 Construction steel bar location structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609902A (en) * 2020-12-18 2021-04-06 云南建丰实业(集团)有限公司 Construction steel bar location structure

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