Precise elevation transmission device for monitoring settlement of large-area building

By designing a precision elevation transmission device including a 360° rotary observation component, the problems of low elevation transmission efficiency and inability to turn prisms in traditional devices are solved, and efficient and precise elevation information transmission and prism adjustment are achieved, reducing manual and system errors.

CN222748003UActive Publication Date: 2025-04-11TIANJIN SURVEY DESIGN INST GRP CO LTD
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Patent Information

Application Number
CN202421620630.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-10
Publication Date
2025-04-11
Estimated Expiration
2034-07-10

AI Technical Summary

Technical Problem

Traditional ground level points cannot effectively transmit elevation information to the settlement monitoring point of the building (structure), resulting in the separation of the ground level and the settlement monitoring point of the building (structure). The elevation transmission efficiency of traditional improved devices increases observation time and labor costs, and may lead to level point deformation and system errors.

Method used

A precision elevation transmission device including observation nails, rotating bearings, observation components and leveling bearings was designed. The observation components can rotate 360°. Through the design of rotating bearings and prism frames, precision elevation information is realized and flexible adjustment of prisms is realized, reducing artificial errors.

Benefits of technology

This device effectively solves the problem that single-sided prism cannot be turned, improves the efficiency and accuracy of elevation transmission, reduces observation time and labor costs, and reduces system errors, and meets the accuracy requirements of elevation transmission.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a precise elevation transmission device for monitoring settlement of a large-area building. The precise elevation transmission device comprises an observation nail, a rotating bearing, an observation assembly and a leveling rod bearing platform, a leveling rod bearing platform is arranged at the top of the observation nail, a limiting platform is arranged on the upper middle portion of the observation nail, a rotating bearing is arranged between the leveling rod bearing platform and the limiting platform, and an observation assembly is arranged on the circumferential surface of the rotating bearing and can rotate by 360 degrees relative to the observation nail. The utility model effectively solves the problem that a single-sided prism in a traditional device cannot steer, and provides a device capable of transmitting precise elevation information of a ground benchmark to the monitoring prism, so that the efficiency and the accuracy of settlement observation of a building (structure) main body are effectively ensured.
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Description

Technical Field

[0001] The utility model belongs to the field of engineering measurement, in particular to a precise elevation transmission device used for monitoring the settlement of large-area buildings. Background Art

[0002] The elevation information of traditional ground leveling points cannot be linked with total station observations, that is, precise elevation information is obtained by driving leveling observation nails into the ground through leveling observations. However, the ground leveling points cannot effectively transmit their elevations to the main body of the monitored object during building (structure) settlement monitoring, resulting in a separation between the ground elevation and the building (structure) settlement monitoring points. The traditional improved device adds a fixed single-sided prism to the leveling observation nail. The device has low elevation transmission efficiency and is not convenient for multi-directional total station observations. It increases the time cost and labor cost of observation to a certain extent. In addition, when the prism is manually disassembled for steering, it is easy to cause deformation of the leveling point itself, increasing the system error and human error of the monitoring. Its observation effect is difficult to meet the accuracy requirements of elevation transmission. Utility Model Content

[0003] In view of this, the utility model aims to propose a precision elevation transmission device for large-area building settlement monitoring, which effectively solves the problem that the single-sided prism in the traditional device cannot be turned, and proposes a device that can transmit the precise elevation information of the ground leveling point to the monitoring prism, thereby effectively ensuring the efficiency and accuracy of the settlement observation of the main body of the building (structure).

[0004] In order to achieve the above object, the technical solution of the utility model is implemented as follows:

[0005] A precision elevation transmission device for monitoring the settlement of large-area buildings, comprising an observation nail, a rotating bearing, an observation assembly and a level ruler support;

[0006] A level ruler base is provided on the top of the observation nail, a limit platform is provided on the upper and middle part of the observation nail, a rotating bearing is provided between the level ruler base and the limit platform, an observation component is provided on the circumferential surface of the rotating bearing, and the observation component can achieve 360° rotation relative to the observation nail.

[0007] Further, the observation assembly includes a mounting member, a prism frame and a prism body;

[0008] The mounting piece is connected to the circumferential surface of the rotating bearing through a connecting shaft, the mounting piece is a tubular structure, the mounting piece is provided with an internal thread, and the axis of the mounting piece is perpendicular to the axis of the observation nail;

[0009] The prism body is connected to the mounting member through a prism frame.

[0010] Furthermore, the prism frame includes a base and a mounting ring, the mounting ring is mounted on the base through a connecting column, and the base is provided with an internal thread corresponding to the mounting piece;

[0011] The prism body is mounted on the inner surface of the mounting ring via two rotating shafts, and the prism body can rotate relative to the mounting ring.

[0012] Furthermore, the axis of the rotating shaft coincides with the axis of the base.

[0013] Furthermore, the observation nail is provided with an anti-deformation buckle; the anti-deformation buckle is sleeved with the observation nail and is arranged in contact with the limiting platform; the lower surface of the anti-deformation buckle is a plane.

[0014] Furthermore, the level rod support base is a spherical structure, and the level rod support base is a tempered indium tile.

[0015] Furthermore, the width and thickness of the mounting ring are both 5 mm, and the ratio of the outer diameter of the mounting ring to the diameter of the prism body is 11:7.

[0016] Furthermore, the ratio of the diameter of the base to the outer diameter of the mounting ring is 2:11.

[0017] Furthermore, the length of the observation nail between the level ruler base and the limit platform is a, the length of the entire transfer device is b, and the ratio of a to b is 7:27.

[0018] Compared with the prior art, the precision elevation transmission device for large-area building settlement monitoring described in the utility model has the following advantages:

[0019] The utility model discloses a precision elevation transmission device for large-area building settlement monitoring, which supports the combination of a spherical prism for 360-degree observation and a leveling observation point, and ensures the verticality of the device by utilizing the stable device characteristics; and has a built-in prism rotating bearing device, which reduces the human error generated when the prism adjusts its position, enhances the flexibility of observation, and significantly improves the practicability and observation efficiency of the elevation transmission device. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The accompanying drawings constituting a part of the present invention are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the accompanying drawings:

[0021] Figure 1 A schematic diagram of a precision elevation transmission device for monitoring the settlement of large-area buildings according to an embodiment of the utility model;

[0022] Figure 2 A front view of the prism frame according to an embodiment of the utility model;

[0023] Figure 3 It is a side view of the prism frame described in the embodiment of the utility model.

[0024] Description of reference numerals:

[0025] 1. Observation nail; 2. Rotating bearing; 3. Observation assembly; 31. Mounting piece; 32. Prism holder; 321. Base; 322. Mounting ring; 33. Prism body; 34. Rotating shaft; 4. Level ruler support; 5. Limiting platform; 6. Anti-deformation buckle. DETAILED DESCRIPTION

[0026] It should be noted that, in the absence of conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.

[0027] In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present utility model. In addition, the terms "first", "second", etc. are only used for descriptive purposes, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, features defined as "first", "second", etc. may explicitly or implicitly include one or more of the features. In the description of the present utility model, unless otherwise specified, "multiple" means two or more.

[0028] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood by specific circumstances.

[0029] The present invention will be described in detail below with reference to the accompanying drawings and in combination with embodiments.

[0030] A precision elevation transmission device for monitoring the settlement of large-area buildings, such as Figure 1-Figure 3 As shown, it includes an observation nail 1, a rotating bearing 2, an observation assembly 3 and a level ruler support 4;

[0031] A level ruler support 4 is provided on the top of the observation nail 1, a limit platform 5 is provided in the middle and upper part of the observation nail 1, a rotating bearing 2 is provided between the level ruler support 4 and the limit platform 5, an observation component 3 is provided on the circumferential surface of the rotating bearing 2, and the observation component 3 can achieve 360° rotation relative to the observation nail 1, which can ensure that at any observation angle, the elevation information of the ground level point can be effectively transmitted to the prism, without the need to manually adjust the angle of the single-sided prism;

[0032] Furthermore, the 360° rotation of the bearing 2 can ensure that the prism angle is in the optimal position when the device is first installed, and no manual adjustment is required afterwards.

[0033] Preferably, the observation assembly 3 includes a mounting member 31, a prism frame 32 and a prism body 33;

[0034] The mounting member 31 is connected to the circumferential surface of the rotating bearing 2 via a connecting shaft. The mounting member 31 is a tubular structure and is provided with an internal thread. The axis of the mounting member 31 is perpendicular to the axis of the observation nail 1.

[0035] The prism body 33 is connected to the mounting member 31 via the prism frame 32 .

[0036] Preferably, the prism frame 32 includes a base 321 and a mounting ring 322, the mounting ring 322 is mounted on the base 321 through a connecting column, and the base 321 is provided with an internal thread corresponding to the mounting member 31;

[0037] The prism body 33 is mounted to the inner surface of the mounting ring 322 via two rotating shafts 34 , and the prism body 33 can rotate relative to the mounting ring 322 .

[0038] Preferably, the axis of the rotating shaft 34 coincides with the axis of the base 321 .

[0039] Preferably, the observation nail 1 is provided with an anti-deformation buckle 6; the anti-deformation buckle 6 is sleeved with the observation nail 1 and is arranged in contact with the limit platform 5; the lower surface of the anti-deformation buckle 6 is a plane; it is used to reduce the possibility of deformation of the monitoring device itself, minimize the deformation of the observation point itself, and ensure the accuracy of elevation transmission.

[0040] Preferably, the level ruler base 4 is a spherical structure, and the level ruler base 4 is a tempered indium tile, and the use of stainless steel material can effectively prevent the problem of surface rust and aging.

[0041] Preferably, the width and thickness of the mounting ring 322 are both 5 mm, and the ratio of the outer diameter of the mounting ring to the diameter of the prism body 33 is 11:7, so as to ensure that the prism body 33 can be observed normally.

[0042] Preferably, the ratio of the diameter of the base 321 to the outer diameter of the mounting ring 322 is 2:11.

[0043] Preferably, the length of the observation nail 1 between the level ruler base 4 and the limit platform 5 is a, the length of the entire transfer device is b, and the ratio of a to b is 7:27; the height difference between the installation position of the prism body 33 and the indium tile level ruler base 4 is small, which is convenient for calculating the system error therein.

[0044] This device can solve the problem of precise elevation transmission between the main settlement observation point of the building (structure) and the ground leveling point. It is particularly suitable for elevation transmission occasions such as the main settlement of large-scale buildings (structures) and the problem that the prism cannot be turned during observation. It can also be used in scenes such as vertical displacement of tunnel structures and arch settlement monitoring.

[0045] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A precision elevation transmission device for large-area building settlement monitoring, characterized in that: It includes observation nails, rotating bearings, observation components and level ruler caps; A level ruler base is provided on the top of the observation nail, a limit platform is provided on the upper and middle part of the observation nail, a rotating bearing is provided between the level ruler base and the limit platform, an observation component is provided on the circumferential surface of the rotating bearing, and the observation component can achieve 360° rotation relative to the observation nail.

2. A precision elevation transmission device for large-area building settlement monitoring according to claim 1, characterized in that: The observation assembly includes a mounting part, a prism frame and a prism body; The mounting piece is connected to the circumferential surface of the rotating bearing through a connecting shaft, the mounting piece is a tubular structure, the mounting piece is provided with an internal thread, and the axis of the mounting piece is perpendicular to the axis of the observation nail; The prism body is connected to the mounting member through a prism frame.

3. The precise height transmission device for monitoring the settlement of large-area buildings according to claim 2 is characterized in that: The prism frame comprises a base and a mounting ring, wherein the mounting ring is mounted on the base via a connecting column, and the base is provided with an internal thread corresponding to the mounting piece; The prism body is mounted on the inner surface of the mounting ring via two rotating shafts, and the prism body can rotate relative to the mounting ring.

4. The precise height transmission device for monitoring the settlement of large-area buildings according to claim 3 is characterized by: The axis of the rotating shaft coincides with the axis of the base.

5. The precise height transmission device for large-area building settlement monitoring according to claim 1 is characterized in that: The observation nail is provided with an anti-deformation buckle; the anti-deformation buckle is sleeved with the observation nail and is arranged in contact with the limiting platform; the lower surface of the anti-deformation buckle is a plane.

6. The precise height transmission device for monitoring the settlement of large-area buildings according to claim 1 is characterized by: The level rod support base is a spherical structure, and the level rod support base is a tempered indium tile.

7. The precise height transmission device for monitoring the settlement of large-area buildings according to claim 3 is characterized by: The width and thickness of the mounting ring are both 5 mm, and the ratio of the outer diameter of the mounting to the diameter of the prism body is 11:

7.

8. The precise height transmission device for monitoring the settlement of large-area buildings according to claim 3 is characterized by: The ratio of the diameter of the base to the outer diameter of the mounting ring is 2:

11.

9. The precise height transmission device for large-area building settlement monitoring according to claim 1 is characterized in that: The length of the observation nail between the level ruler base and the limit platform is a, the length of the entire transfer device is b, and the ratio of a to b is 7:27.