Information
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Patent Grant
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6270057
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Patent Number
6,270,057
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Date Filed
Wednesday, December 16, 199826 years ago
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Date Issued
Tuesday, August 7, 200123 years ago
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Inventors
-
Original Assignees
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Examiners
- Browne; Lynne H.
- Cottingham; John R.
Agents
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CPC
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US Classifications
Field of Search
US
- 256 DIG 6
- 256 32
- 256 10
- 256 59
- 256 65
- 248 237
- 182 113
- 182 45
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International Classifications
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Abstract
A guardrail system for enhanced fall protection during the construction of a multi-story building subsequent to steel erection. The guardrail system includes an elongated bar comprising a first relatively short portion and a second relatively long portion that define an obtuse angle therebetween, and one or more apertures in both the first portion and the second portion of the bar. A plate is provided to be bolted to the first portion of the elongated bar in order to removably attach the bar to a perimeter frame element of a multi-story building frame with the second portion extending upwardly and inwardly into the building. Cable is then pulled through one or more apertures of the second portions of a selected plurality of elongated bars secured to a perimeter frame element to complete the guardrail system.
Description
TECHNICAL FIELD
The present invention relates to guardrail systems, and more particularly to a reusable guardrail system to provide perimeter support during construction of a multi-story building and does not interfere with subsequent elevated slab concrete pouring or the construction of building wall systems.
BACKGROUND ART
Applicants are aware of many efforts to provide a satisfactory handrail system in order to provide fall protection during the construction of multi-story buildings. For example, it is known to utilize wood structures, steel tubes welded to the building frame, and orange mesh-type fencing in order to provide fall protection to construction workers during construction of a multi-story building. More recently, OSHA has set forth certain minimum requirements for guardrail systems that include (among other requirements) that the guardrail withstand a load of 200 pounds applied within 2.0 inches of the top.
As is well known to those familiar with the construction of multi-story buildings, the aforementioned prior art guardrail systems all suffer shortcomings in performance and typically require patching of the concrete slab in proximity thereto when the prior art guardrail systems are removed. Moreover, prior art handrail systems are typically not reusable and many times do not meet the aforementioned OSHA guidelines for handrail systems.
Thus, there is a long-felt need for an improved and reusable guardrail system for use in the construction of multi-story buildings that meets OSHA requirements and is relatively inexpensive and simple to use.
DISCLOSURE OF THE INVENTION
In accordance with the present invention, applicants provide a guardrail system for fall protection during the construction of a multi-story building. The guardrail system comprises an elongated bar element with a flange on one end thereof. The bar element is formed with a first relatively short linear portion that extends perpendicularly from the flange and a second relatively long linear portion that is connected to and extends from the first portion so as to define an obtuse angle therebetween. One or more apertures are provided through the first linear portion of the bar element, and one more apertures are also provided through the second linear portion of the bar element. A securement plate is provided that has one or more apertures therethrough so that the securement plate can be bolted to the first linear portion of the elongate bar element in order to removably attach the bar element to a selected perimeter frame element of a multi-story building under construction. Thereafter, one or more cables are pulled through the one or more apertures in the second linear portion of a plurality of spaced-apart bar elements in order to form a protective guardrail system. Most suitably, the elongated bar elements are each attached to a frame element of the multi-story building with their respective second linear portion extending upwardly and inwardly from the exterior of the building so as to allow for construction of wall systems while the guardrail system is in place.
It is therefore an object of the present invention to provide an improved guardrail system for use during construction of a multi-story building;
It is another object of the present invention to provide a reusable guardrail system for use in the construction of a multi-story building;
It is another object of the present invention to provide an inexpensive and simple-to-use guardrail system for use in the construction of a multi-story building that does not interfere with elevated slab concrete pours or the installation of wall systems; and
It is still another object of the present invention to provide a guardrail system that can be removed after use without requiring any patching or repair to elevated concrete slabs and that meets all relevant OSHA requirements.
Some of the objects of the invention having been stated hereinabove, other objects will become evident as the description proceeds, when taken in connection with the accompanying drawings as best described hereinbelow.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1
is a side elevation view of the guardrail system of the present invention;
FIG. 2
is a vertical cross-sectional view of the perimeter of a multi-story building under construction prior to installation of the guardrail system of the present invention;
FIG. 3
is a vertical cross-sectional view of the perimeter construction of a multi-story building subsequent to installation of the guardrail system of the present invention; and
FIG. 4
is a perspective view of a guardrail system in accordance with the present invention installed at a construction site.
BEST MODE FOR CARRYING OUT THE INVENTION
Referring now to
FIGS. 14
of the drawings, applicants' novel guardrail system will be described in detail. The guardrail system comprises bar element
10
that includes a flange
10
A on the lower end thereof. Flange
10
A is welded or otherwise affixed to first relatively short linear portion
10
B extending perpendicularly from flange
10
A, and a second linear portion
10
C is connected to and extends from first linear portion
10
B so as to define an obtuse angle therebetween as shown by the arrow at the intersection of first linear portion
10
B and second linear portion
10
C. First linear portion
10
B of bar element
10
includes three apertures
10
B′ extending therethrough from front to back. Second linear portion
10
C of bar element
10
includes a first set of three transverse spaced-apart apertures
10
C′ in the medial portion thereof and a second set of three transverse spaced-apart apertures
10
C′ adjacent the top free end of second linear portion
10
C. Also, as shown in the drawings, applicants' novel guardrail system includes a securement plate, generally designated
20
, that includes two spaced-apart apertures
20
′ therethrough to facilitate bolting securement plate
20
to first linear portion
10
B of bar element
10
in such a way as to removably attach bar element
10
to a selected perimeter frame element (or the like) of a multi-story building subsequent to steel erection and during construction of the multi-story building (not shown).
Applicants' inventive guardrail system is intended to replace conventional structures welded to the multi-story building frame and conventional mesh-type fencing used in order to prevent construction workers from falling and becoming injured during construction of a multi-story building following steel erection. The guardrail system is intended for use as an intermediate support between vertical column frame members and would most typically be formed of steel and have wire rope or cable strung between a plurality of spaced-apart bar elements
10
to form a fence to prevent construction workers from falling and becoming injured.
As best seen in
FIGS. 2-4
elongated bar elements
10
are bolted to the outside of frame member F that forms the outer perimeter of a conventional elevated slab floor support structure consisting of I-beam floor joists I and trusses T that serve to support horizontal floor supports S and corrugated floorpan FP thereabove into which concrete will be poured in order to form an elevated concrete slab floor surface in a multi-story building. Thus, a plurality of elongated bar elements
10
are secured to perimeter frame element F by bolting a corresponding plurality of securement plates
20
to the back surface of perimeter frame element F and thereby removably affixing corresponding elongated bar elements
10
to the front surface of perimeter frame element F. Once a plurality of bar elements are secured in spaced-apart relationship around a selected length of perimeter frame element F, one or more suitable wire ropes or cables C will be pulled through one or more selected apertures
10
C′ and/or
10
C″ as a matter of user choice in order to provide a sturdy guardrail system around elevated perimeters of a multi-story building to prevent injuries to construction workers who might otherwise fall from an elevated portion of the erected steel frame of the multi-story building. The upper portion or second linear portion of bar elements
10
extend upwardly and inwardly into the building so as to allow a wall system to be built adjacent the perimeter frame with bar elements
10
in place.
Applicants' inventive guardrail system consisting of elongated bar elements
10
and corresponding securement plates
20
is simple and inexpensive since it can be easily removed and reused without requiring any patching to a subsequently poured concrete floor surface. Moreover, the inventive guardrail system is believed to meet relevant OSHA guidelines and criteria for fall protection systems used in the construction of multi-story buildings.
Although applicants' guardrail system can be formed in a wide variety of different sizes and from different materials, applicants contemplate that bar elements
10
and securement plates
20
will most suitably be formed of steel. Also, first linear portion
10
B of bar element
10
most suitably is about 13.0 inches in length and second linear portion
10
C is about 37.0 inches in length. The angle formed between first and second linear portions
10
B and
10
C, respectively, as shown by the arrow in
FIG. 1
is most suitably about 171.5 degrees. Furthermore, applicants contemplate providing three spaced-apart apertures
10
B′ that extend front to back in linear portion
10
B, three spaced-apart apertures
10
C′ that extend from side to side in the medial portion of elongate bar element
10
, and three spaced-apart apertures
10
C″ that extend from side to side in the upper portion of adjacent the free end thereof of elongate bar element
10
. Although other cable could be utilized in the guardrail system of the invention, applicants contemplate that cable strands C will most suitably be stranded wire cable.
Therefore, applicants contemplate that the inventive guardrail system of the present invention that has been designed to provide fall protection during multi-story building construction has the following advantages over prior art handrail systems:
1. All parts are reusable (e.g., elongated bar elements
10
, securement plates
20
and cables C);
2. The guardrail system can be installed immediately after steel erection in a multi-story building under construction in order to provide protection during all remaining phases of construction of the multi-story building;
3. The guardrail system provides protection during elevated slab concrete pouring without interfering with the pouring;
4. The guardrail system is designed to be easily installed without welding or powder actuated fasteners;
5. The guardrail system can be removed after installation of building wall systems without damage to the wall systems;
6. The guardrail system allows for construction of the wall system while the guardrail system is in place and thereby provides protection during multi-story building construction without interfering with ongoing construction;
7. The guardrail system can be removed without requiring patching or repairing to concrete slabs; and
8. The guardrail system is designed to meet OSHA requirements and criteria when utilized on concrete slabs ranging from 2.50 to 6.0 inches in depth.
It will be understood that various details of the invention may be changed without departing from the scope of the invention. Furthermore, the foregoing description is for the purpose of illustration only, and not for the purpose of limitation—the invention being defined by the claims.
Claims
- 1. A guardrail system for fall protection during the construction of a multi-story building comprising:(a) an elongated bar element having a flange on one end thereof and a first relatively short linear portion extending perpendicularly from said flange and a second relatively long linear portion connected to and extending from said first portion so as to define an obtuse angle therebetween, and wherein said bar element includes three spaced-apart apertures in the medial portion of said first linear portion, three spaced-apart apertures in the medial portion of said second linear portion and three spaced-apart apertures adjacent the free end of said second linear portion opposite said first linear portion; and (b) a securement plate having one or more apertures therethrough for bolting said plate to said first linear portion of said bar element so as to removably attach said bar element to a frame element of a multi-story building during construction thereof.
- 2. In combination, (a) a multi-story building frame and (b) a guardrail system for fall protection during the construction of a multi-story building after erection of the building frame, said guardrail system comprising:(a) an elongated bar element having a flange on one end thereof and a first relatively short linear portion extending perpendicularly from said flange and a second relatively long linear portion connected to and extending from said first portion so as to define an obtuse angle therebetween, and wherein said bar element includes 3 spaced-apart apertures in the medial portion of said first linear portion, 3 spaced-apart apertures in the medial portion of said second linear portion and 3 spaced-apart apertures adjacent the free end of said second linear portion opposite said first linear portion; and (b) a securement plate having one or more apertures therethrough for bolting said plate to said first linear portion of said bar element so as to removably attach said bar element to said perimeter frame element of a multi-story building during construction thereof.
US Referenced Citations (17)