Device for rapidly detecting position deviation and perpendicularity of shear wall template

Abstract

The utility model relates to a device for rapidly detecting the position offset and verticality of a shear wall template, which comprises an abutting piece I, an abutting piece II, a template verticality measuring device and a length adjusting device, the abutting piece I is positioned below the abutting piece II, the abutting piece I and the abutting piece II are connected through the length adjusting device, and the template verticality measuring device is positioned below the abutting piece II. The first abutting piece can slide in the horizontal direction relative to the second abutting piece, and the template perpendicularity measuring device is used for detecting the displacement amount of the second abutting piece relative to the first abutting piece. At the beginning, the extending length value of the second abutting piece is the same as the length value of the first abutting piece, the first abutting piece and the second abutting piece abut against the formwork, the perpendicularity of the formwork can be obtained according to the detection numerical value of the formwork perpendicularity measuring device, and the formwork perpendicularity measuring device is simple and easy to operate, can be installed on site at any time and can be repeatedly used, and especially during flow construction, the formwork perpendicularity measuring device can be used for measuring the perpendicularity of the formwork. The measure is time-saving and material-saving, the working efficiency is improved, the perpendicularity can be quickly measured, the project is ensured to be completed on time, and the cost is saved.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a device for quickly detecting the position offset and verticality of a shear wall template. Background Art

[0002] At present, most civil building structures are shear wall structures, and the verticality of the template installation directly affects the verticality of the shear wall surface. Therefore, after the template is reinforced and before pouring concrete, the verticality of the template and whether the template is offset as a whole must be tested to control the quality of the finished product of the shear wall structure. The traditional method is to use a plumb line with a steel tape measure for detection, but this operation method requires moving the plumb line multiple times when detecting a large wall surface, and each measurement requires waiting until the plumb line is relatively still, and the quality inspectors need to climb on the scaffolding, which is not only inefficient but also poses a safety hazard. In addition, after the shear wall template is reinforced, the quality inspectors need to bend over and shuttle in the frame during the inspection, which is labor-intensive. Therefore, the quality inspectors may conduct a simple spot check on the template in order to save time or reduce labor. If the template is not checked in place, the shear wall size deviation may be too large after the concrete is poured, causing unnecessary economic losses to the project.

[0003] Therefore, how to quickly detect the position offset and verticality of the shear wall formwork is a technical problem that urgently needs to be solved. Utility Model Content

[0004] In view of this, the utility model provides a device for quickly detecting the position offset and verticality of a shear wall formwork, which can quickly measure the verticality value of the shear wall formwork and save the time spent on the verticality system detection of the formwork.

[0005] The utility model provides a device for quickly detecting the position deviation and verticality of a shear wall template, which adopts the following technical scheme:

[0006] A device for quickly detecting the position offset and verticality of a shear wall formwork, comprising an abutment member 1, an abutment member 2, a formwork verticality measuring device and a length adjusting device, wherein the abutment member 1 is located below the abutment member 2, the abutment member 1 and the abutment member 2 are connected via the length adjusting device, the length adjusting device is used to adjust the interval between the abutment member 1 and the abutment member 2 along the vertical direction, the abutment member 1 can slide in the horizontal direction relative to the abutment member 2, and the formwork verticality measuring device is used to detect the displacement of the abutment member 2 relative to the abutment member 1.

[0007] Optionally, the longitudinal section of the abutment member 1 is U-shaped.

[0008] Optionally, the longitudinal section of the second abutment member is T-shaped.

[0009] Optionally, the abutment member is provided with a template offset measuring device, which includes a base, a track and a laser emitter. The laser emitter is set on the base through the track, and the laser emitter is slidably fitted on the track. The laser emitter emits laser downward in a vertical direction.

[0010] Optionally, scale lines are provided on the base.

[0011] Optionally, the template verticality measuring device includes a measuring rod and a reading rod, the measuring rod is set on the abutment member 2 through a ball slide rail, and the reading rod is provided with scale lines for detecting the displacement of the abutment member 2 relative to the abutment member 1.

[0012] Optionally, the length adjustment device includes a telescopic rod, which can be extended and retracted in a vertical direction. The telescopic rod includes an inner rod and an outer rod. The inner rod is slidably fitted on the outer rod. The outer rod is provided with a plurality of circular holes spaced apart in the vertical direction. A locking piece is provided on the inner rod, and the locking piece is engaged with the circular hole.

[0013] Optionally, the horizontal length value of the abutment member 1 is the distance from the shear wall to the wall control line minus the thickness of the formwork.

[0014] To sum up, the utility model includes at least one of the following beneficial technical effects: the device is simple and easy to operate, can be installed on site at any time, and can be reused. Especially during flow construction, this measure saves time and materials, increases work efficiency, can quickly measure verticality, ensure that the project is completed on time, and save costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the specific implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0016] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the utility model;

[0017] Figure 2 It is a structural schematic diagram of the embodiment of the utility model when in use.

[0018] Explanation of the accompanying drawings: 1. Abutment member 1; 2. Abutment member 2; 3. Template offset measuring device; 31. Base; 32. Laser emitting device; 4. Length adjustment device; 41. Locking member; 42. Round hole; 5. Template verticality measuring device; 51. Measuring rod; 52. Reading rod; 6. Ball slide rail. DETAILED DESCRIPTION

[0019] The following describes the embodiments of the present invention through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. The present invention can also be implemented or applied through other different specific embodiments, and the details in this specification can also be modified or changed in various ways based on different viewpoints and applications without departing from the spirit of the present invention.

[0020] The following is combined with Figure 1-2 The utility model is described in further detail.

[0021] The utility model embodiment discloses a device for quickly detecting the position deviation and verticality of a shear wall template.

[0022] Reference Figure 1 and Figure 2 A device for quickly detecting the position offset and verticality of a shear wall formwork comprises an abutment member 1, an abutment member 2, a formwork verticality measuring device 5 and a length adjusting device 4. The abutment member 1 is located below the abutment member 2, the abutment member 1 and the abutment member 2 are connected by the length adjusting device 4, the length adjusting device 4 is used to adjust the interval between the abutment member 1 and the abutment member 2 along the vertical direction, the abutment member 1 can slide relative to the abutment member 2 along the horizontal direction, and the formwork verticality measuring device 5 is used to detect the displacement of the abutment member 2 2 relative to the abutment member 1. Initially, the extended length of the abutment member 2 is the same as the length of the abutment member 1. The abutment member 1 and the abutment member 2 are respectively abutted against the template. According to the detection value of the template verticality measuring device 5, the verticality of the template can be obtained. This device is simple and easy to operate, can be installed on site at any time, and can be reused. Especially in flow construction, this measure saves time and materials, increases work efficiency, can quickly measure verticality, ensures that the project is completed on time, and saves costs.

[0023] In this embodiment, the longitudinal section of the abutment member 1 is U-shaped. The vertical portion of the abutment member 1 connected to the length adjustment device 4 is higher than the vertical portion on the other side. Specifically, the horizontal length of the abutment member 1 is fixed. In this embodiment, the horizontal length of the abutment member 1 is the distance from the shear wall to the wall control line minus the thickness of the template, which is generally 18-20 cm, and the distance from the control line to the template is generally 20 cm.

[0024] In this embodiment, the longitudinal section of the second abutment member 2 is T-shaped. The horizontal portion of the second abutment member 2 is used to install the template verticality measuring device 5, and the vertical portion of the second abutment member 2 is used to install the length adjusting device 4.

[0025] In this embodiment, both the abutment rod 1 and the abutment rod 2 are made of aluminum alloy steel pipe.

[0026] In this embodiment, the length adjustment device 4 includes a telescopic rod, which can be telescoped in the vertical direction. The telescopic rod includes an inner rod and an outer rod. The inner rod is slidably arranged on the outer rod. The outer rod is provided with a plurality of circular holes 42 spaced apart in the vertical direction. The inner rod is provided with a locking member 41, which is engaged with the circular hole 42. Specifically, the outer rod is fixedly arranged on the vertical portion of the abutment rod 2, and the inner rod is fixedly arranged on the vertical portion of the abutment rod 1. The locking member 41 includes a spring and a hemispherical fastener. The spring is used to drive the hemispherical fastener to move outward so that it is restricted to the circular hole 42. By being fixed in the circular hole 42 at different positions, the spacing between the abutment rod 1 and the abutment rod 2 is adjusted, thereby adapting to templates of different sizes and improving applicability.

[0027] In this embodiment, the template verticality measuring device 5 includes a measuring rod 51 and a reading rod 52. The measuring rod 51 is set on the abutment part 2 through the ball slide 6. The reading rod 52 is provided with a scale line for detecting the displacement of the abutment part 2 relative to the abutment part 1. Specifically, the measuring rod 51 is connected to the reading rod 52 through an L-shaped frame, and the reading rod 52 is also connected to the outer rod through the ball slide 6, so that the moving distance of the measuring rod 51 and the reading rod is the same. The outer rod is provided with an indicator line. When the indicator line indicates 0 scale, it means verticality. When it is not at 0 scale, it means that verticality is not maintained. The use of this solution to detect the verticality of the template is fast and convenient.

[0028] The horizontal length of the abutment 1 is the distance from the shear wall to the wall control line minus the thickness of the formwork.

[0029] The abutment member 1 is provided with a template offset measuring device 3, which includes a base 31, a track and a laser emitter. The laser emitter is arranged on the base 31 through the track, and the laser emitter is arranged on the track in a sliding manner. The laser emitter emits laser downward in the vertical direction. Generally, the template installation position is 20 cm away from the template control line. Therefore, when the abutment rod 1 abuts against the template, since the length of the abutment rod 1 is fixed, and in this embodiment, the length value is the distance value from the shear wall to the wall control line minus the template thickness. Scale lines are set on the base 31. The laser emitter slides to the 0 scale position (that is, this position should be the control line position of the normal template), turns on the laser generator, and observes whether the laser is on the control line. If it is not on the control line, move the laser emitter left and right so that the laser is on the control line, and read the value. At this time, the template offset can be obtained, and the detection is accurate and convenient.

[0030] This article uses specific examples to illustrate the principles and implementation methods of the utility model. The description of the above embodiments is only used to help understand the method and core ideas of the utility model. The above is only the preferred implementation method of the utility model. It should be pointed out that due to the limitations of textual expression, there are objectively infinite specific structures. For ordinary technicians in this technical field, without departing from the principle of the utility model, they can make some improvements, embellishments or changes, and can also combine the above technical features in an appropriate manner; these improvements, embellishments, changes or combinations, or the direct application of the concept and technical solution of the utility model to other occasions without improvement, should be regarded as the protection scope of the utility model.

Claims

1. A device for quickly detecting the position offset and verticality of a shear wall formwork, characterized in that: It includes an abutment member 1, an abutment member 2, a template verticality measuring device and a length adjusting device. The abutment member 1 is located below the abutment member 2. The abutment member 1 and the abutment member 2 are connected by the length adjusting device. The length adjusting device is used to adjust the interval between the abutment member 1 and the abutment member 2 in the vertical direction. The abutment member 1 can slide in the horizontal direction relative to the abutment member 2. The template verticality measuring device is used to detect the displacement of the abutment member 2 relative to the abutment member 1.

2. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 1 is characterized in that: The longitudinal section of the abutment member 1 is U-shaped.

3. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 1 is characterized in that: The longitudinal section of the second abutment member is T-shaped.

4. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 2 is characterized in that: The abutment member 1 is provided with a template offset measuring device, which includes a base, a track and a laser emitter. The laser emitter is arranged on the base through the track, and the laser emitter is slidably fitted on the track. The laser emitter emits laser downward in a vertical direction.

5. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 4 is characterized in that: The base is provided with scale lines.

6. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 1 is characterized in that: The template verticality measuring device includes a measuring rod and a reading rod. The measuring rod is arranged on the second abutment member through a ball slide rail. The reading rod is provided with scale lines for detecting the displacement of the second abutment member relative to the first abutment member.

7. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 1 is characterized in that: The length adjustment device includes a telescopic rod, which can be telescoped in a vertical direction. The telescopic rod includes an inner rod and an outer rod. The inner rod is slidably fitted on the outer rod. The outer rod is provided with a plurality of circular holes spaced apart in the vertical direction. A locking piece is provided on the inner rod, and the locking piece is engaged with the circular hole.

8. The device for quickly detecting the position deviation and verticality of the shear wall formwork according to claim 1 is characterized in that: The horizontal length value of the abutment member 1 is the distance value from the shear wall to the wall control line minus the thickness of the template.

Images