CN213600524U

CN213600524U - Concrete resilience survey area arranges appearance

Info

Publication number: CN213600524U
Application number: CN202022808223.4U
Authority: CN
Inventors: 孙秋颖; 潘友旭
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-11-30
Filing date: 2020-11-30
Publication date: 2021-07-02
Anticipated expiration: 2030-11-30

Abstract

The utility model discloses an appearance is arranged in concrete resilience survey district, including the resiliometer body, the top of resiliometer body is provided with control panel, the both sides of resiliometer body one end all are provided with the handle respectively, the one end of resiliometer body is provided with a plurality of telescopic links, be provided with spacing bolt on the telescopic link, the one end of telescopic link is provided with the support ring, one side of support ring evenly is provided with a plurality of pressure sensor, a plurality of arc walls have been seted up to one side of support ring, the inside packing of arc wall has cotton core, the support ring is kept away from one side of pressure sensor is provided with a plurality of printing ink apotheces, the liquid outlet of printing ink apothece with be the open structure between the arc wall. Has the advantages that: be convenient for hand the resiliometer body, improve the stability when detecting, can realize the injecing to resiliometer body position, make its concrete with the test keep perpendicular, can scribble the black mark to the test position.

Description

Concrete resilience survey area arranges appearance

Technical Field

The utility model relates to a resiliometer technical field particularly, relates to a concrete resilience survey district arranges appearance.

Background

The concrete resiliometer uses a spring to drive the elastic hammer and utilizes the restoring force of instantaneous elastic deformation produced by elastic striking of the elastic striking rod on the concrete surface to make the elastic hammer drive the pointer to rebound and indicate the rebound distance. The compression strength of concrete is estimated by using a rebound value (a ratio of a rebound distance to a distance between a hammer and a striking rod before impact in percentage) as one of indexes related to the compression strength of concrete. The resiliometer shell is held through the staff generally to current resiliometer, make the perpendicular conflict of impact rod on the concrete wall, in this operation process, because the resiliometer shell is cylindricly, do not have handle or other supplementary structure of taking the resiliometer back of, make among the measurement process, the vertically pressure is applyed to the impact rod to inconvenient user, make the impact rod difficult to exert pressure to the resiliometer shell at the in-process of resilience, thereby the resiliometer shell can become flexible, influence measured data's accuracy, and current resiliometer is difficult to remain throughout when using perpendicular with the test surface, influence the precision, and be not convenient for mark the test point after the test.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

To the problem in the correlation technique, the utility model provides a concrete resilience survey district and arrange appearance to overcome the above-mentioned technical problem that current correlation technique exists.

Therefore, the utility model discloses a specific technical scheme as follows:

the utility model provides a concrete resilience survey district arranges appearance, includes the resiliometer body, the top of resiliometer body is provided with control panel, one side of control panel is provided with the wiring mouth, the both sides of resiliometer body one end all are provided with the handle respectively, the resiliometer body is kept away from the one end of handle is provided with a plurality of telescopic links, be provided with spacing bolt on the telescopic link, the telescopic link is kept away from the one end of resiliometer body is provided with the support ring, one side of support ring evenly is provided with a plurality of pressure sensor, the support ring is close to a plurality of arc walls have been seted up to one side of pressure sensor, the inside packing of arc wall has cotton core, the support ring is kept away from one side of pressure sensor is provided with a plurality of printing ink apothecas, the liquid outlet.

Furthermore, one side of the top end of the control panel is provided with an alarm indicator lamp.

Furthermore, the handle and the resiliometer body are connected in a matched mode through a first circular clamping sleeve, the first circular clamping sleeve and the handle are of a fixed connection structure, and a first locking knob is arranged on one side of the first circular clamping sleeve.

Furthermore, a silica gel sleeve is sleeved on the handle.

Further, the telescopic rod is connected with the resiliometer body in a matched mode through a circular clamping sleeve, the circular clamping sleeve II and the telescopic rod are of a fixed connection structure, and a locking knob II is arranged on one side of the circular clamping sleeve II.

Furthermore, one side at the top end of the printing ink storage shell is provided with a liquid inlet, and a cover body is arranged on the liquid inlet.

Furthermore, the pressure sensors and the arc-shaped grooves are provided with four pressure sensors and four arc-shaped grooves.

The utility model has the advantages that: through setting up the concrete resilience test area that comprises resiliometer body, control panel, wiring mouth, handle, telescopic link, spacing bolt, support ring, pressure sensor, arc wall, cotton core and printing ink storage shell and arrange the appearance to be convenient for hand the resiliometer body, stability when improving the detection can realize the injecing to resiliometer body position, makes its concrete with the test keep perpendicular, can scribble the black mark to the test position.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a schematic structural diagram of a concrete rebound testing area layout instrument according to an embodiment of the present invention;

fig. 2 is a schematic structural view of a handle of a concrete rebound testing area layout instrument according to an embodiment of the present invention;

fig. 3 is a schematic structural view of a support ring of a concrete rebound testing area layout instrument according to an embodiment of the present invention.

In the figure:

1. a resiliometer body; 2. a control panel; 3. a wiring port; 4. a handle; 5. a telescopic rod; 6. a limit bolt; 7. a support ring; 8. a pressure sensor; 9. an arc-shaped slot; 10. a cotton core; 11. an ink storage shell; 12. an alarm indicator light; 13. a first circular clamping sleeve; 14. locking a first knob; 15. a silica gel sleeve; 16. a second circular cutting sleeve; 17. a second locking knob; 18. a liquid inlet; 19. a cover body.

Detailed Description

For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.

According to the utility model discloses an embodiment provides a concrete resilience survey district and arranges appearance.

The first embodiment is as follows:

as shown in fig. 1-3, the concrete rebound testing area layout instrument according to the embodiment of the present invention comprises a resiliometer body 1, a control panel 2 is disposed on the top end of the resiliometer body 1, a wiring port 3 is disposed on one side of the control panel 2, handles 4 are disposed on both sides of one end of the resiliometer body 1, a plurality of telescopic rods 5 are disposed on one end of the resiliometer body 1 away from the handles 4, a limit bolt 6 is disposed on the telescopic rods 5, a support ring 7 is disposed on one end of the telescopic rods 5 away from the resiliometer body 1, a plurality of pressure sensors 8 are uniformly disposed on one side of the support ring 7, a plurality of arc-shaped grooves 9 are disposed on one side of the support ring 7 close to the pressure sensors 8, cotton cores 10 are filled in the arc-shaped grooves 9, a plurality of ink storage cases 11 are disposed on one side of the support, and a communicating structure is arranged between the liquid outlet of the ink storage shell 11 and the arc-shaped groove 9.

By means of the above technical scheme, through setting up by resiliometer body 1, control panel 2, wiring mouth 3, handle 4, telescopic link 5, spacing bolt 6, support ring 7, pressure sensor 8, arc 9, the appearance is arranged in the concrete resilience district that cotton core 10 and printing ink storage shell 11 constitute, thereby be convenient for hand the resiliometer body, the stability of time measuring is detected in the improvement, can realize the injecing to resiliometer body position, make its concrete with the test keep perpendicularly, can scribble the china ink mark to the test position.

Example two:

as shown in fig. 1-3, one side on 2 tops of control panel is provided with alarm indicator 12, handle 4 with cooperate through circular cutting ferrule 13 between the resiliometer body 1 and connect, circular cutting ferrule 13 with handle 4 is fixed connection structure, one side of circular cutting ferrule 13 is provided with locking knob 14, the cover is equipped with silica gel cover 15 on the handle 4, telescopic link 5 with cooperate through circular cutting ferrule two 16 between the resiliometer body 1 and connect, circular cutting ferrule two 16 with telescopic link 5 is fixed connection structure, one side of circular cutting ferrule two 16 is provided with locking knob 17, one side on 11 tops of printing ink reservoir shell is provided with inlet 18, be provided with lid 19 on the inlet 18, pressure sensor 8 with arc wall 9 all is provided with four.

For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.

When in actual application, when testing the concrete, handheld handle 4, adjust the telescopic link 5 flexible distance, then laminate the support ring 7 and the concrete of the 1 other end of resiliometer body, detect whether laminate completely through pressure sensor 8, report to the police through alarm indicator 12 when not laminating completely, the laminating back, through arc wall 9, cotton core 10 and printing ink storage shell 11 can realize marking the test position, then test can through resiliometer body 1.

To sum up, with the aid of the above technical scheme of the utility model, through setting up the concrete resilience measuring zone that comprises resiliometer body 1, control panel 2, wiring mouth 3, handle 4, telescopic link 5, spacing bolt 6, support ring 7, pressure sensor 8, arc 9, cotton core 10 and printing ink storage shell 11 and arrange the appearance to be convenient for hand the resiliometer body, improve the stability of detecting time measuring, can realize the injecing to resiliometer body position, make its concrete with the test keep perpendicular, can scribble the china ink mark to the test position.

The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The concrete rebound measurement area arrangement instrument is characterized by comprising a resiliometer body (1), wherein a control panel (2) is arranged at the top end of the resiliometer body (1), a wiring port (3) is arranged on one side of the control panel (2), handles (4) are respectively arranged on two sides of one end of the resiliometer body (1), a plurality of telescopic rods (5) are arranged at one end, away from the handles (4), of the resiliometer body (1), a limiting bolt (6) is arranged on each telescopic rod (5), a support ring (7) is arranged at one end, away from the resiliometer body (1), of each support ring (7) is uniformly provided with a plurality of pressure sensors (8), a plurality of arc-shaped grooves (9) are formed in one side, close to the pressure sensors (8), of each support ring (7), a cotton core (10) is filled in each arc-shaped groove (9), one side of the support ring (7) far away from the pressure sensor (8) is provided with a plurality of ink storage shells (11), and liquid outlets of the ink storage shells (11) are communicated with the arc-shaped grooves (9) through a communicating structure.

2. The concrete rebound survey area arrangement instrument according to claim 1, wherein an alarm indicator (12) is arranged on one side of the top end of the control panel (2).

3. The concrete rebound measurement area arrangement instrument as set forth in claim 1, wherein the handle (4) is connected with the rebound instrument body (1) in a matching manner through a first circular sleeve (13), the first circular sleeve (13) is fixedly connected with the handle (4), and a first locking knob (14) is arranged on one side of the first circular sleeve (13).

4. The concrete rebound measurement area arrangement instrument according to claim 1, wherein a silica gel sleeve (15) is sleeved on the handle (4).

5. The concrete rebound measurement area arrangement instrument according to claim 1, wherein the telescopic rod (5) is connected with the rebound instrument body (1) in a matched manner through a second circular clamping sleeve (16), the second circular clamping sleeve (16) and the telescopic rod (5) are in a fixed connection structure, and a second locking knob (17) is arranged on one side of the second circular clamping sleeve (16).

6. The concrete rebound testing area layout instrument as set forth in claim 1, wherein a liquid inlet (18) is provided at one side of the top end of the ink storage shell (11), and a cover body (19) is provided on the liquid inlet (18).

7. A concrete rebound testing zone layout instrument according to claim 1, wherein four pressure sensors (8) and four arc-shaped slots (9) are provided.