CN202131972U - Convenient tool for top slab bar planting and drilling - Google Patents

Convenient tool for top slab bar planting and drilling Download PDF

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Publication number
CN202131972U
CN202131972U CN201120234264U CN201120234264U CN202131972U CN 202131972 U CN202131972 U CN 202131972U CN 201120234264 U CN201120234264 U CN 201120234264U CN 201120234264 U CN201120234264 U CN 201120234264U CN 202131972 U CN202131972 U CN 202131972U
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China
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rod
churn drill
connecting rod
frame
parallel
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CN201120234264U
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刘辉
袁瑞青
雒建军
李强
赵迎
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CHINA XINXING BAOXIN CONSTRUCTION Corp
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CHINA XINXING BAOXIN CONSTRUCTION Corp
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Abstract

本实用新型涉及一种顶板植筋打眼快捷工具,包括有一个冲击钻,与冲击钻相连接有一个连杆推进装置,所述连杆推进装置包括有一个一端作用于地面的地面支撑杆、一个与地面支撑杆平行设置的冲击钻推力杆和至少两个相互平行的连接杆,冲击钻推力杆的一端与冲击钻连接固定,两个相互平行的连接杆通过四个连接轴销将相互平行的地面支撑杆和冲击钻推力杆连接在一起,四个连接轴销之间形成的连接杆与地面支撑杆和冲击钻推力杆框是一个平行四边形框,所述两个相互平行连接杆中的一个连接杆以与地面支撑杆连接的连接轴销为旋转轴点向外延伸出一个连接杆转动压力手柄。本实用新型的有益效果是:结构简单,制作方便,操作既安全又方便,节约施工费用,提高效率50%以上。

Figure 201120234264

This utility model relates to a quick tool for drilling holes for rebar installation in roof slabs. It includes an impact drill and a connecting rod propulsion device connected to the impact drill. The connecting rod propulsion device includes a ground support rod with one end acting on the ground, an impact drill thrust rod parallel to the ground support rod, and at least two parallel connecting rods. One end of the impact drill thrust rod is fixedly connected to the impact drill. The two parallel connecting rods connect the parallel ground support rod and the impact drill thrust rod together through four connecting pins. The connecting rod, ground support rod, and impact drill thrust rod frame formed by the four connecting pins constitute a parallelogram frame. One of the two parallel connecting rods extends outward from the connecting pin connected to the ground support rod as a rotation axis to form a connecting rod rotation pressure handle. The advantages of this utility model are: simple structure, easy manufacturing, safe and convenient operation, saving construction costs, and increasing efficiency by more than 50%.

Figure 201120234264

Description

一种顶板植筋打眼快捷工具A quick tool for punching holes in the roof

技术领域 technical field

本实用新型属于建筑领域,特别涉及一种顶板植筋打眼快捷工具,该工具通过在一个冲击钻上安装一个连杆推动装置,实现在地面操作做顶板钻孔,即安全又快捷。  The utility model belongs to the field of construction, in particular to a fast tool for drilling holes for planting bars on a roof. The tool is equipped with a connecting rod pushing device on a percussion drill to realize roof drilling on the ground, which is safe and fast. the

背景技术 Background technique

在建筑行业,建筑工程的二次结构施工期间,一般要在顶板植筋打眼,打眼的数量极大,一般的工程都要打上千的孔眼,在顶板植筋打眼过程中,是需要人站在高凳(层高较高的需要搭架子)上进行电锤打眼,施工极不方便,确保不了安全,施工效率较低。 In the construction industry, during the construction of the secondary structure of the construction project, it is generally necessary to drill holes in the roof. The number of holes is extremely large. In general projects, thousands of holes are drilled. It is very inconvenient to drill holes with electric hammer on high stools (higher floors need to be set up on a shelf), which can not ensure safety and low construction efficiency.

实用新型内容 Utility model content

本实用新型的目的是提出一种顶板植筋打眼快捷工具技术方案,该工具通过在一个冲击钻上安装一个连杆推动装置,人站在地面操作连杆装置就能实现对顶板的打孔,即安全又快捷。 The purpose of this utility model is to propose a technical scheme of a quick tool for planting ribs on the roof. This tool is installed with a connecting rod pushing device on an impact drill, and a person standing on the ground can operate the connecting rod device to realize the punching of the roof. That is safe and fast.

为了实现上述目的,本实用新型的技术方案是:一种顶板植筋打眼快捷工具,包括有一个冲击钻,与冲击钻相连接有一个连杆推进装置,所述连杆推进装置包括有一个一端作用于地面的地面支撑杆、一个与地面支撑杆平行设置的冲击钻推力杆和至少两个相互平行的连接杆,冲击钻推力杆的一端与冲击钻连接固定,两个相互平行的连接杆通过四个连接轴销将相互平行的地面支撑杆和冲击钻推力杆连接在一起,四个连接轴销之间形成的连接杆与地面支撑杆和冲击钻推力杆框是一个平行四边形框,所述两个相互平行连接杆中的一个连接杆以与地面支撑杆连接的连接轴销为旋转轴点向外延伸出一个连接杆转动压力手柄。 In order to achieve the above object, the technical solution of the present utility model is: a quick tool for drilling holes for roof planting reinforcement, including a percussion drill, and a connecting rod propulsion device connected with the percussion drill, and the connecting rod propulsion device includes a one-end A ground support rod acting on the ground, a percussion drill thrust rod arranged parallel to the ground support rod and at least two parallel connecting rods, one end of the percussion drill thrust rod is connected and fixed with the percussion drill, and the two mutually parallel connecting rods pass through The four connecting shaft pins connect the parallel ground support rods and the impact drill thrust rods together, and the connecting rod formed between the four connecting shaft pins and the ground support rod and the impact drill thrust rod frame are a parallelogram frame, and the One of the two parallel connecting rods takes the connecting pivot pin connected with the ground support rod as the rotation axis point to extend outward a connecting rod to rotate the pressure handle.

所述平行四边形框是一个等边四边形框。 The parallelogram frame is an equilateral quadrilateral frame.

所述等边四边形框的边长是400mm至500mm。 The side length of the equilateral quadrangular frame is 400mm to 500mm.

所述冲击钻推力杆与冲击钻的连接是通过可以调节冲击钻位置的长孔进行的连接。 The connection between the thrust rod of the percussion drill and the percussion drill is through a long hole capable of adjusting the position of the percussion drill.

所述地面支撑杆从与带有转动压力手柄连接杆连接的连接轴销到地面支撑杆支撑端顶的长度是750mm至800mm。 The length of the ground support rod from the connecting pivot pin connected with the connecting rod with a rotating pressure handle to the support end of the ground support rod is 750mm to 800mm.

所述地面支撑杆、冲击钻推力杆和连接杆是边长为50mm至60mm的方木或铝合金型材。 The ground support rod, impact drill thrust rod and connecting rod are square wood or aluminum alloy profiles with a side length of 50mm to 60mm.

所述平行四边形框的地面支撑杆边框上固定设置有一个横杆,平行四边形框的冲击钻推力杆边框上设置有长度刻度标志。 A horizontal bar is fixedly arranged on the frame of the ground support rod of the parallelogram frame, and a length scale mark is arranged on the frame of the impact drill thrust rod of the parallelogram frame.

本实用新型的有益效果是:本实用新型结构简单,制作方便,使用中产生的积极效果是非常明显的。以一个实际项目比较:(层高为2.8米)按照原来施工全楼顶板是5175个眼,共用约35个工日,花费5250元。使用本实用新型工具共用约17个工日,花费2550元。如果层高更高的话人工量会节省更大,因此,本实用新型施工方便,节约人工费并提高效率50%以上,保证安全。 The beneficial effects of the utility model are: the utility model is simple in structure, easy to manufacture, and the positive effect produced in use is very obvious. Compared with an actual project: (the floor height is 2.8 meters), according to the original construction, the roof of the whole building has 5175 eyes, which takes about 35 working days and costs 5250 yuan. Use the utility model tool to share about 17 working days, cost 2550 yuan. If the floor height is higher, the amount of labor will be saved more. Therefore, the utility model is convenient for construction, saves labor costs and improves the efficiency by more than 50%, ensuring safety.

下面结合附图和实施例对本实用新型作一详细描述。 Below in conjunction with accompanying drawing and embodiment the utility model is described in detail.

附图说明 Description of drawings

图1是本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;

图2是带有标尺的本实用新型的结构示意图。 Fig. 2 is the structural representation of the utility model with ruler.

具体实施方式 Detailed ways

实施例1; Embodiment 1;

一种顶板植筋打眼快捷工具实施例,参见图1,所述工具包括有一个冲击钻1,与冲击钻相连接有一个连杆推进装置,所述连杆推进装置包括有一个一端作用于地面2的地面支撑杆3、一个与地面支撑杆平行设置的冲击钻推力杆4和至少两个相互平行的连接杆5,冲击钻推力杆的一端与冲击钻连接固定,两个相互平行的连接杆通过四个连接轴销6将相互平行的地面支撑杆和冲击钻推力杆连接在一起,四个连接轴销之间形成的连接杆与地面支撑杆和冲击钻推力杆框是一个平行四边形框7,所述两个相互平行连接杆中的一个连接杆以与地面支撑杆连接的连接轴销为旋转轴点向外延伸出一个连接杆转动压力手柄5-1。为了增加强度和牢固度,所述相互平行的连接杆也可以是三个或四个。 An embodiment of a quick tool for hole-piercing for roof planting bars, see Figure 1, the tool includes a percussion drill 1, and a connecting rod propulsion device is connected with the percussion drill, and the connecting rod propulsion device includes a one end acting on the ground 2 ground support rod 3, a percussion drill thrust rod 4 arranged in parallel with the ground support rod and at least two parallel connecting rods 5, one end of the percussion drill thrust rod is connected and fixed with the percussion drill, and two mutually parallel connecting rods The parallel ground support rods and impact drill thrust rods are connected together by four connecting shaft pins 6, and the connecting rod formed between the four connecting shaft pins and the ground support rod and impact drill thrust rod frame are a parallelogram frame 7 One of the two parallel connecting rods takes the connecting pivot pin connected with the ground support rod as the rotation axis point to extend outward a connecting rod to rotate the pressure handle 5-1. In order to increase strength and firmness, the number of parallel connecting rods may also be three or four.

上述结构的工作方式是向下压迫8压力手柄的端部,根据杠杆原理,通过连接杆以与地面支撑杆连接的连接轴销为支点,连接杆带动冲击钻推力杆向上移动,实现冲击钻在顶板9的打孔。 The working method of the above structure is to press the end of the 8 pressure handle downwards. According to the principle of leverage, the connecting rod takes the connecting shaft pin connected with the ground support rod as the fulcrum, and the connecting rod drives the thrust rod of the impact drill to move upwards to realize the impact drill. Perforation of the top plate 9.

所述的相互平行的连接杆分为上连接杆和下连接杆,其中所述的向外延伸出一个连接杆转动压力手柄可以是从上连接杆向外延伸的也可以是从下连接杆向外延伸的,本实施例压力手柄采用的从下连接杆向外延伸,压力手柄的长度在600mm至650mm为最佳控制长度。 The connecting rods parallel to each other are divided into upper connecting rods and lower connecting rods, wherein a connecting rod extending outwards to rotate the pressure handle can be extended outwards from the upper connecting rods or from the lower connecting rods to Outwardly extending, the pressure handle used in this embodiment extends outward from the lower connecting rod, and the length of the pressure handle is 600mm to 650mm, which is the optimal control length.

所述平行四边形框可以采用多种形式,可以采用对边相等的矩形四边形框也可以采用的是一个等边四边形框,本实施例采用的是一个等边四边形框。 The parallelogram frame can adopt various forms, such as a rectangular quadrilateral frame with equal opposite sides or an equilateral quadrilateral frame, and this embodiment adopts an equilateral quadrilateral frame.

在钻孔时,一只手压动压力手柄,另一只手要扶住平行四边形框,因此,作为一个人能控制的最佳状态,所述等边四边形框的边长是400mm至500mm,最佳的边长是430mm。 When drilling, one hand presses the pressure handle, and the other hand holds the parallelogram frame. Therefore, as a person can control the best state, the side length of the equilateral quadrilateral frame is 400mm to 500mm. The optimum side length is 430mm.

为了能够根据不同的层高调节冲击钻距离顶板的距离,本实施例所述冲击钻推力杆与冲击钻的连接是通过在冲击钻推力杆上的可以调节冲击钻位置的长孔4-2进行的连接。 In order to be able to adjust the distance between the impact drill and the top plate according to different floor heights, the connection between the impact drill thrust rod and the impact drill described in this embodiment is performed through the long hole 4-2 on the impact drill thrust rod that can adjust the position of the impact drill. Connection.

为了能够最佳的控制连杆推进装置,使控制者能够对压力手柄施加最大的力,因此,所述地面支撑杆从与带有转动压力手柄连接杆连接的连接轴销到地面支撑杆支撑端顶的长度是750mm至800mm。 In order to be able to optimally control the connecting rod propulsion device, so that the controller can apply the maximum force to the pressure handle, therefore, the ground support rod is connected from the connecting shaft pin connected with the connecting rod with the rotating pressure handle to the supporting end of the ground support rod The length of the top is 750mm to 800mm.

本实施例的制作非常方便,可以就地取材,所述地面支撑杆、冲击钻推力杆和连接杆是边长为50mm至60mm的方木,或使用铝合金型材。即当层高不高于2.8米时,所述地面支撑杆、冲击钻推力杆和连接杆是边长为50mm至60mm的方木,当层高大于3米时使用铝合金型材。 The manufacture of this embodiment is very convenient, and materials can be obtained locally. The ground support rods, impact drill thrust rods and connecting rods are square logs with a side length of 50mm to 60mm, or aluminum alloy profiles. That is, when the floor height is not higher than 2.8 meters, the ground support rods, impact drill thrust rods and connecting rods are square wood with a side length of 50mm to 60mm, and aluminum alloy profiles are used when the floor height is greater than 3 meters.

实施例2; Embodiment 2;

一种顶板植筋打眼快捷工具另一实施例,参见图2和实施例1,为了能够控制实际的打孔深度,与实施例1的不同点是连杆推进装置中设置有标尺,其标尺结构是:在所述平行四边形框的地面支撑杆边框上固定设置有一个横杆10,平行四边形框的冲击钻推力杆边框上设置有长度刻度标志11。当冲击钻推力杆向上移动时,横杆不动,这样就能够从刻度标志中读出打孔的深度。 Another embodiment of a quick tool for hole-piercing for roof planting, see Figure 2 and Embodiment 1. In order to be able to control the actual drilling depth, the difference from Embodiment 1 is that a scale is provided in the connecting rod propulsion device, and the structure of the scale Yes: a horizontal bar 10 is fixedly arranged on the frame of the ground support rod of the parallelogram frame, and a length scale mark 11 is arranged on the frame of the impact drill thrust rod of the parallelogram frame. When the thrust rod of the impact drill moves upwards, the cross bar does not move, so that the depth of the hole can be read from the scale marks.

上述实施例在实施中积极效果是非常明显的。以一个实际项目比较:(层高为2.8米)按照原来施工全楼顶板是5175个眼,共用约35个工日,花费5250元。使用本实用新型工具共用约17个工日,花费2550元。如果层高更高的话人工量会节省更大。  The positive effect of the above embodiment is very obvious in practice. Compared with an actual project: (the floor height is 2.8 meters), according to the original construction, the roof of the whole building has 5175 eyes, which takes about 35 working days and costs 5250 yuan. Use the utility model tool to share about 17 working days, cost 2550 yuan. If the floor height is higher, the amount of labor will be saved even more. the

Claims (7)

1. top board bar planting perforating LnkTools; Include a Churn drill; It is characterized in that; Link to each other with Churn drill and to be connected to a connecting rod propulsion plant; Said connecting rod propulsion plant includes ground supporting bar, Churn drill distance rod and at least two connecting rods that are parallel to each other that laterally arrange with ground supporting bar that one one end acts on ground; One end of Churn drill distance rod is connected fixing with Churn drill; Two connecting rods that are parallel to each other connect pivot pins through four the ground supporting bar that is parallel to each other and Churn drill distance rod are linked together, and connecting rod that forms between four connection pivot pins and ground supporting bar and Churn drill distance rod frame are parallelogram frames, and a connecting rod in said two connecting rods that are parallel to each other is that rotation axis points extends outward a connecting rod rotation pressure handle with the connection pivot pin that is connected with ground supporting bar.
2. a kind of top board bar planting perforating LnkTools according to claim 1 is characterized in that said parallelogram frame is an equilateral quadrilateral frame.
3. a kind of top board bar planting perforating LnkTools according to claim 2 is characterized in that the length of side of said equilateral quadrilateral frame is 400mm to 500mm.
4. a kind of top board bar planting perforating LnkTools according to claim 1 is characterized in that said Churn drill distance rod is the connection of carrying out through the slotted hole that can regulate the Churn drill position with being connected of Churn drill.
5. a kind of top board bar planting perforating LnkTools according to claim 1 is characterized in that, said ground supporting bar is from being 750mm to 800mm with having connection pivot pin that rotation pressure handle connecting rod is connected to the length on ground supporting bar support end top.
6. a kind of top board bar planting perforating LnkTools according to claim 1 is characterized in that, said ground supporting bar, Churn drill distance rod and connecting rod are that the length of side is the lumps of wood or the aluminium alloy extrusions of 50mm to 60mm.
7. a kind of top board bar planting perforating LnkTools according to claim 1; It is characterized in that; Be set with a cross bar on the ground supporting bar frame of said parallelogram frame, the Churn drill distance rod frame of parallelogram frame is provided with length scale sign.
CN201120234264U 2011-07-05 2011-07-05 Convenient tool for top slab bar planting and drilling Expired - Fee Related CN202131972U (en)

Priority Applications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979457A (en) * 2012-12-07 2013-03-20 中铁十九局集团电务工程有限公司 High-altitude drill positioning method of building
CN106545300A (en) * 2015-09-18 2017-03-29 中铁十八局集团第四工程有限公司 Bar planting pressure frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979457A (en) * 2012-12-07 2013-03-20 中铁十九局集团电务工程有限公司 High-altitude drill positioning method of building
CN106545300A (en) * 2015-09-18 2017-03-29 中铁十八局集团第四工程有限公司 Bar planting pressure frame

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