CN201037788Y - Load monitoring foundation - Google Patents
Load monitoring foundation Download PDFInfo
- Publication number
- CN201037788Y CN201037788Y CNU2007201100746U CN200720110074U CN201037788Y CN 201037788 Y CN201037788 Y CN 201037788Y CN U2007201100746 U CNU2007201100746 U CN U2007201100746U CN 200720110074 U CN200720110074 U CN 200720110074U CN 201037788 Y CN201037788 Y CN 201037788Y
- Authority
- CN
- China
- Prior art keywords
- panel
- base plate
- bottom plate
- sensor
- base
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 19
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 8
- 239000003351 stiffener Substances 0.000 abstract 4
- 238000009434 installation Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 abstract 1
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- Force Measurement Appropriate To Specific Purposes (AREA)
Abstract
The utility model relates to a load monitoring base, consisting of a bottom plate(1), a panel(2), a vertical plate(3), an upper stiffener(4), a lower stiffener(5), bases(6) and a sensor(7), wherein, the panel(2) and the bottom plate(1) are arranged in parallel, and the bottom plate(1) is made of two flat plates by welding; the vertical plate(3) is vertical to the bottom plate(1) and the panel(2) and welded with the bottom plate and the panel into one; the upper stiffener(4) is welded on the panel(2) and the vertical plate(3), and the lower stiffener(5) is welded on the bottom plate(1) and the vertical plate(3); the bases(6) are welded with the bottom plate(1) into one, and the bottom plate(1) and the panel(2) are respectively provided with installation holes. The left and the right bases(6) are respectively welded on the bottom plate(1); two ends of the sensor(7) are respectively arranged on the left and the right bases(6) by bolts, and the central line of the sensor(7) is in parallel to the central line of the bottom plate(1). Compared with the prior art, the proposal has the advantages that: 1) The sensor can be assembled and disassembled quickly and conveniently; 2) The replacement of the sensor does not destroy the original status of the base, and no load recalibration is required; 3) The utility model has large enough primary output signal and improves monitoring precision and stability; 4) The utility model has low cost when in use for large load monitoring.
Description
Technical field
The utility model relates to a kind of parallel sensor, particularly a kind of loading monitoring base that has parallel sensor.
Background technology
Existing force transducer is on the load chain of the equipment of being connected on, and when sensor is subjected to accidental damage or expire serviceable life, on-the-spotly changes quite inconvenience, and equipment need be in stopped status when changing, and influence is produced.The load-bearing capacity of existing force transducer must cause nominal operation load to reach tens of tons to hundreds of tons large-tonnage force transducer and make, install difficulty, cost height, less economical greater than nominal operation load.
Summary of the invention
The purpose of this utility model provides a kind of loading monitoring base, on the base plate of sensor parallel connection attached to base, sensor only bears small axial force during work, be converted into signal after, the input secondary instrument is used for the operating load of big several magnitude is implemented monitoring.
A kind of loading monitoring base, it is characterized in that: this loading monitoring base is by base plate 1, panel 2, riser 3, last reinforcement 4, following reinforcement 5, pedestal 6, sensor 7 constitutes, wherein panel 2 is arranged in parallel with base plate 1, base plate 1 is welded by two flat boards, riser 3 is vertical with panel 2 with base plate 1, and be one with base plate 1 and panel 2 welderings, last reinforcement 4 is rectangle, be welded on panel 2 and the riser 3, following reinforcement 5 is triangular in shape, be welded on base plate 1 and the riser 3, pedestal 6 is one with base plate 1 weldering, be respectively equipped with mounting hole on base plate 1 and the panel 2, adopt screw by the mounting hole on the base plate 1 base to be monitored in loading and be fixed on the ground, the employing bolt by the mounting hole on the panel 2 base is monitored in loading and load bearing component is connected as a single entity, and left and right sides pedestal 6 is welded in respectively on the base plate 1, adopt screw that the two ends of sensor 7 are separately fixed on the left and right sides pedestal 6, the center line of the center line of sensor 7 and base plate 1 is parallel to each other; Sensor 7 is installed in parallel on the base plate of base.
With prior art relatively, the utlity model has following advantage: 1) the sensor loading and unloading are quick and convenient, and when sensor expires or be subjected to accidental damage serviceable life, and need change the time, base need not to remove stage makeup and costume; 2) more emat sensor can not destroy original state of base, does not need to load again demarcation after the replacing; 3) have an enough big output signal, improve monitoring precision and stability effectively; 4) be used for big Payload Monitoring And Control aspect good economy performance.
Description of drawings
Fig. 1 is a kind of structural representation of loading monitoring base.
Embodiment
Embodiment 1:
A kind of loading monitoring base, its structure as shown in Figure 1, this base length and width height is 450 * 140 * 160mm, weight is 20 kilograms.Be used for 20 tons of auxiliary hook load restrictions on the 100 ton bridge crane machines are installed under the spool shaft bearing, the crane operation conditions is implemented monitoring all the year round.
Embodiment 2:
A kind of loading monitoring base, its structure as shown in Figure 1, this base length and width height is 380 * 110 * 130mm, weight is 19 kilograms.Be used for lifting capacity restriction on 50 tons of trestle cranes is installed under the fixed pulley bearing, the crane operation conditions is implemented monitoring all the year round.
Claims (2)
1. base is monitored in a loading, it is characterized in that: this loading monitoring base is by base plate (1), panel (2), riser (3), last reinforcement (4), following reinforcement (5), pedestal (6), sensor (7) constitutes, wherein panel (2) is arranged in parallel with base plate (1), base plate (1) is welded by two flat boards, riser (3) is vertical with panel (2) with base plate (1), and be one with base plate (1) and panel (2) weldering, last reinforcement (4) is rectangle, be welded on panel (2) and the riser (3), following reinforcement (5) is triangular in shape, be welded on base plate (1) and the riser (3), pedestal (6) is one with base plate (1) weldering, be respectively equipped with mounting hole on base plate (1) and the panel (2), adopting screw by the mounting hole on the base plate (1) base to be monitored in loading is fixed on the ground, the employing bolt by the mounting hole on the panel (2) base is monitored in loading and load bearing component is connected as a single entity, left and right sides pedestal (6) is welded in respectively on the base plate (1), adopt screw that the two ends of sensor (7) are separately fixed on the left and right sides pedestal (6), the center line of the center line of sensor (7) and base plate (1) is parallel to each other.
2. loading monitoring base according to claim 1, it is characterized in that: sensor (7) is installed in parallel on the base plate of base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201100746U CN201037788Y (en) | 2007-06-11 | 2007-06-11 | Load monitoring foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201100746U CN201037788Y (en) | 2007-06-11 | 2007-06-11 | Load monitoring foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201037788Y true CN201037788Y (en) | 2008-03-19 |
Family
ID=39210303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201100746U Expired - Fee Related CN201037788Y (en) | 2007-06-11 | 2007-06-11 | Load monitoring foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201037788Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107110702A (en) * | 2015-03-27 | 2017-08-29 | 赛多利斯实验室仪器有限责任两合公司 | Scale with load more changing device and the method for its operation |
-
2007
- 2007-06-11 CN CNU2007201100746U patent/CN201037788Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107110702A (en) * | 2015-03-27 | 2017-08-29 | 赛多利斯实验室仪器有限责任两合公司 | Scale with load more changing device and the method for its operation |
| CN107110702B (en) * | 2015-03-27 | 2019-08-27 | 赛多利斯实验室仪器有限责任两合公司 | Scale with load changing device and method for its operation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080319 Termination date: 20110611 |