Roof Joist Displacement sensor & active filter circuit
20180151051 ยท 2018-05-31
Inventors
Cpc classification
E04D13/00
FIXED CONSTRUCTIONS
E04B1/92
FIXED CONSTRUCTIONS
G01G23/36
PHYSICS
E04B7/18
FIXED CONSTRUCTIONS
G08B21/182
PHYSICS
International classification
E04B1/92
FIXED CONSTRUCTIONS
E04B7/18
FIXED CONSTRUCTIONS
Abstract
Wintertime precipitation (snow, Ice, rain over snow) cause more than 89% of structural failures in the US each year*. Insurance industry estimates losses exceed $2 Billion USD each year. These estimates do not include soft costs like lost business days or revenue. ASCE Snow Induced Building Failures Report-August 2012
Roof snow removal is a labor intensive & hazardous operation. Best practices mandate fall protection and careful operational supervision both on the roof and at ground level. The cost to a building owner can range widely depending on the conditions and the type of building and its unique features.
With cost ranging from $1.00 to $3.00 per square foot, a reliable and accurate system for measuring roof loading will give property managers a way to safely and effectively manage snow load monitoring and removal.
Claims
1) I claim an automatic alarm system for identifying the displacement (deflection) of roof structures (bar joists, purlins, I-beams, solid wooden beams, and trusses) caused when LIVE LOAD weight (SNOW, ICE, and/or water) accumulates on a roof surface.
2) Building on claim 1, it is further claimed, the alarm system includes a photo Electric Infra Red (IR) emitter, mounted so that it projects an IR laser along a path in line with the centerline (50% of span) of roof supporting structures (bar joists, purlins, I beams, solid wooden beams, and trusses)
3) Building on claim 1, it is further claimed, the alarm system has a Photo electric IR receiver mounted opposite the emitter and aligned in a similar manner, in line with the centerline of the roof supporting structures.
4) Building on claims 1, 2, & 3, further claim that Deflection target(s) are mounted to the individual roof supports (bar joists, Purlins, I beams, solid wooden beams, and trusses) in line with the Emitter & receiver and positioned as to block the projected Infra Red signal when roof supporting joists with attached targets are displaced (deflected) by accumulating loads.
5) Building on claim 1, it is further claimed that a Two stage relay circuit is connected to the Infra Red receiver and providing a programmable time delay for the purpose of preventing intermittent interruptions of the Infra Red signalcaused by building vibration, loose material acting as a block to the IR laser, or other forms of temporary blockages.
Description
DETAILED DESCRIPTION
[0007] Claimed in this invention is the use of a time-based filter in the IR sensor circuit as shown in
[0008] Working Description
[0009] Reference
[0010] Figure one describes the components and functions of the time filter equipped joist displacement sensor.
[0011] The displacement sensor system reports an alarm condition when the Joist Deflection target (drawing feature 50) interrupts the Infra Red beam (drawing feature 40) that is projected between the emitter (feature 30) and the Infra Red receiver (feature 60).
[0012] The receiver (Feature 60) is triggered by any interruption of the projected IR beam from the Emitter (feature 30). In order to prevent repeat and unneeded false reports caused by temporary interruptions of the projected Infra Red beam, a pair of relay circuits are included (features 70 & 80). When the Sensor (60) is initially triggeredit will cause the first relay (70) to initiate the timed relay circuit (80). When the programmed time expiresrelay circuit (80) triggers the supervised monitoring module (drawing feature 90) to send an alarm signal to the central control panel.
[0013] In order to trigger an alarm notification from the monitoring module (90)the IR beam must be blocked for more than the programmed time setting in the timer circuit (80). The timer resets each the IR beam is re-established, so building vibration and loose material that temporarily blocks the IR beam path does not trigger an alarm report from the monitoring module (90)
[0014] Reference
[0015]
[0016]
[0017]
TABLE-US-00001 FIG. 1 DRAWING KEYInfra-Red Joist displacement detection system w/timer delay Drawing feature discription 10 Field wireBLACK = 24 VDC negative power 11 Field wireRED = 24 VDC positive power 12 Field wireDATAnegative VDC 13 Field wireDATApositive VDC 30 Infra-red emitter device 31 IR connection to held wiring 40 Infra-red sensor sight line 50 Joist deflection targetTarget blocks IR signal when joist deflects to pre-set limit 51 Roof joist or PurlinDeflection target is placed at 50% of total length 60 Infra-red receiversensor has definition in excess of 1/100 allowing for accurate joist deflection measurement 61 IR reciver connection to field wire & timer circuit 70 Relay circuit powered by IR receiverrelay loses power when IR receiver is blocked by sagging joist 80 Timer curcuittimer is activated when relay circuit losses power 90 Supervised & addressed status monitoring modulereports operating status (normal or alarm) to control panel every 5 seconds 91 Wire connection of module to DATA connection in field wire 100 Field wire connects all Joist Displacement detection devices to UL listed programmable control panel
[0018]
[0019]
[0020] 10IR Sensor
[0021] 11IR Emitter
[0022] 12Projected sensor sight line
[0023] 2-24 roof supporting bar joists (perspective view)
[0024] 30-34 Calibrated deflection targets mounted to each bar joist
[0025] Foot Notes
[0026] ASCE Snow Induced Building Failures Report-August 2012
[0027] Utility U.S. Pat. No. 5404132