WATERPROOF ELEVATOR PIT FLOOR AND METHOD OF INSTALLING SAME

Abstract

An elevator pit having a waterproof cement floor and method for installing the same. The elevator pit includes a jack casing and a drainage pit installed within the elevator pit. A trench is formed in exposed ground surface and defines a channel having a first end positioned at an area that is susceptible to water accumulation within the elevator pit and a second end terminating at the drainage pit. A perforated conduit extends within the channel with an end terminating at the drainage pit. A layer of gravel is disposed over the exposed ground surface and trench at a predetermined height to cover the perforated conduit. A layer of waterproof cement is provided over the ground surface at a predetermined height to cover the gravel, channel and perforated conduit to form the waterproof cement floor which extends across an entire periphery of the elevator pit.

Claims

1. A method of waterproofing an elevator pit having a floor to which an elevator assembly is installed and a drainage pit is provided, the method comprising: trenching a bottom of the elevator pit to provide a channel having a first end positioned at an area susceptible to water accumulation within the elevator pit and a second end terminating at the drainage pit; inserting a perforated conduit within the channel such that an end of the perforated conduit terminates at the drainage pit; applying a layer of gravel within the channel to at least partially cover the perforated conduit; and pouring a layer of waterproof material to at least partially cover the channel, the gravel, and the perforated conduit.

2. The method of claim 1, further comprising: prior to said trenching step, removing at least a portion of a floor surface in the elevator pit to expose a ground surface thereunder.

3. The method of claim 1, wherein the step of inserting the perforated conduit comprises pitching the perforated conduit downward at an angle towards the drainage pit.

4. The method of claim 1, wherein the perforated conduit has perforations with an opening that are in a range of to inches.

5. The method of claim 1, wherein the perforated conduit has perforations in a range of 6 to 12 perforations per foot.

6. The method of claim 1, wherein the layer of gravel has a granularity in the range of to inches.

7. The method of claim 1, wherein the layer of gravel has at least one of pebble types and bluestone chip types.

8. The method of claim 1, wherein pouring the layer of waterproof material comprises pouring a layer of waterproof cement of approximately 2 to 4 inches.

9. The method of claim, 1 further comprising: pumping out water accumulating in the drainage pit from the perforated channel.

10. The method of claim 1, wherein prior to the trenching of the bottom of the elevator pit, the method further comprises: excavating the floor to expose a ground surface under the bottom of the elevator pit, wherein the trenching of the bottom includes providing the channel in the ground surface exposed by the excavating.

11. The method of claim 10, wherein prior to the pouring of the layer of waterproof material, the method further comprises: installing a gutter sleeve around at least a portion of a periphery of the elevator pit between a sidewall and the ground surface of the elevator pit.

12. The method of claim 11, wherein the pouring of the layer of waterproof material comprises pouring to a height that is less than a maximum vertical height of the gutter sleeve.

13. The method of claim 1, wherein the pouring of the layer of waterproof material comprises leveling the floor formed by the layer of waterproof material.

14. The method of claim 1, wherein the pouring of the layer of waterproof material comprises pitching the floor with the layer of waterproof material towards the drainage pit.

15. An elevator pit having a floor, the elevator pit comprising: an elevator assembly installed to the floor; a drainage pit provided in the floor; a trench formed in a bottom of the floor and defining a channel having a first end positioned at an area that is susceptible to water accumulation within the elevator pit and a second end terminating at the drainage pit; a perforated conduit extending within the channel, wherein an end of the perforated conduit terminates at the drainage pit; gravel in the channel that at least partially cover the perforated conduit; and a waterproof material that at least partially covers the gravel, the channel, and the perforated conduit.

16. The elevator pit of claim 15, wherein the perforated conduit is pitched downward at an angle towards the drainage pit.

17. The elevator pit of claim 15 further comprising: a gutter sleeve installed around at least a portion of a periphery of the elevator pit between a sidewall and a ground surface of the elevator pit.

18. The elevator pit of claim 17, wherein a portion of the gutter sleeve extends above the floor.

19. The elevator pit of claim 15, wherein the perforated conduit comprises PVC, piping.

20. The elevator pit of claim 15, wherein the gravel has a granularity in the range of approximately to inches.

Description

BRIEF DESCRIPTION OF THE. DRAWINGS

[0018] The invention will be further described below and with reference to the attached drawings in which:

[0019] FIG. 1 depicts a prior art top perspective view of an elevator pit configured with an hydraulic elevator before being repaired by an elevator pit repair method according to an embodiment of the present innovation, in which a bottom flooring surface of the elevator pit having a jack casing and drainage pit installed therein is submerged in water;

[0020] FIG. 2 is a flow diagram of a method of waterproofing an elevator pit, such as the elevator pit of FIG. 1;

[0021] FIG. 3 is a top perspective view of the elevator pit of FIG. 1 undergoing a repair method of FIG. 2 in which the undesirable fluids are drained and the bottom floor surface of the elevator pit is removed;

[0022] FIG. 4 is a top perspective view of the elevator pit of FIG. 3 undergoing the repair method of FIG. 2 in which one or more conduits are installed in trenches that are excavated between the jack casing and the drainage pit;

[0023] FIGS. 5A and 5B depict top perspective views of the elevator pit having a gutter sleeve installed about the periphery of the elevator pit and suitable for the repair method of FIG. 2;

[0024] FIG. 6 is a top perspective view of the elevator pit of FIG. 4 undergoing the repair method of FIG. 2 in which a layer of gravel is provided over the one or more conduits and trenches; and

[0025] FIG. 7 is a top perspective view of the elevator pit of FIG. 6 undergoing the repair method of FIG. 2 in which a layer of waterproofing cement is provided over the entire floor of the elevator pit.

[0026] To facilitate an understanding of the invention, identical reference numerals have been used, when appropriate, to designate the same or similar elements that are common to the figures. Further, unless stated otherwise, the features shown in the figures are not drawn to scale, but are shown for illustrative purposes only.

DETAILED DESCRIPTION

[0027] FIG. 1 depicts a prior art elevator pit 100 having a cement surface or floor 102 circumscribed by at least one wall 103, such as four perpendicular walls generally forming a square or rectangular elevator pit 100, which defines the bottom portion of an elevator shaft through which an elevator car (not shown) selectively moves up and down to selected floors of a building in a well-known manner. The elevator car is supported by an elevator assembly such as a hydraulic jack assembly 104 and is guided between the sidewalls 103 by one or more guide rails 110 extending substantially the length of the elevator shaft. The jack assembly is installed in a well or jack hole which is drilled into the earth in a well-known manner. The jack hole has a diameter that is greater than the diameter of the jack assembly and preferably sized to receive a casing, e.g., steel casing that is inserted in the jack hole to provide stability and maintain the physical conditions of the jack hole. The casing helps prevent collapsing of the jack hole due to shifting of the soil. The hydraulic cylinder 105 is inserted coaxially into the casing, and sand and/or other well-known fillers are provided between the casing and hydraulic cylinder to form an earth casing. An upper end of the steel casing can include an outwardly extending flange or collar 111 that is positioned proximate the ground surface or within the cement floor of the elevator pit to help prevent ground water seepage into the elevator pit 100.

[0028] The bottom of the elevator pit 100 includes an elevator buffer assembly 107 which includes a frame with coil springs 109 mounted vertically thereon in a well-known manner. The elevator buffer assembly 107 is a safety device to cushion and stop an elevator car in an unlikely event of slippage or uncontrolled decent. The bottom of the elevator pit 100 further includes a drainage pit 108 to collect liquids 112, e.g., ground water, that seeps into the elevator pit, as well as any hydraulic fluid or other fluids which may collect on the bottom surface 102 of the elevator pit. The bottom surface 102 can be pitched towards the drainage pit 108 so that liquids can flow into the drainage pit 108 from the bottom surface 102. A sump pump or the like is provided in the drainage pit 108 to expel the undesirable fluids from the drainage pit upon filling to a predetermined level. The bottom surface 102 can be slightly pitched towards the drainage pit 108 to enhance drainage of the liquids. Although the present innovation is described for an elevator pit with a hydraulic system, such elevator system is not considered limiting, as the method for waterproofing a bottom surface of an elevator floor pit can be implemented for other types of elevator systems such as, for example, traction elevator systems, machine room less (MRL) elevator systems, and the like.

[0029] Referring to FIG. 2, a flow diagram is illustratively shown for a method 200 of waterproofing an elevator pit 100 having a cement floor 102 through which a jack casing/assembly 104 is installed and a drainage pit 108 is formed. The jack assembly is installed in a jack hole (not shown) formed within the periphery of the elevator pit 100. FIGS. 3-7 are illustrations of an elevator pit depicting the various steps in the flow diagram of FIG. 2. Although the elevator pit is described as including a jack assembly, such type of assembly is not considered limiting, as a person of ordinary skill in the art will appreciate that other elevator assemblies which are required and/or assist in the lifting and lowering of the elevator car can be implemented in the elevator pit 100.

[0030] While, for purposes of simplicity of explanation, the one or more methodologies shown herein, e.g., in the form of a flow chart, are shown and described as a series of acts, it is to be understood and appreciated that the subject innovation is not limited by the order of acts, as sonic acts may, in accordance with the innovation, occur in a different order and/or concurrently with other acts from that shown and described herein. Moreover, not all illustrated acts may be required to implement a methodology in accordance with the innovation.

[0031] The method 200 begins at step 201, where measurements are taken to determine the quantities of materials required to conduct the waterproofing steps of the elevator pit 100. The method 200 proceeds to step 202, where in one embodiment the bottom surface of the-elevator pit 100 is excavated to remove at least a portion of the cement flooring, if present. Preferably three to four inches of the entire cement flooring is removed, as illustratively shown in FIG. 3, In another embodiment in which the cement floor slab is six inches or less, predetermined portions of the bottom surface can be excavated until the ground surface therebelow is exposed. For thicker slabs (e.g., 12-36 inches), a trench is formed in the pit cement floor slab to accommodate a drainage conduit as discussed below in further detail. The excavation can be performed using power tools, such as a jack hammer, chisel and the like and/or hand tools in a well-known manner. The excavated debris and fragments of the cement floor are removed from the elevator pit 100 for disposal, e.g., manually using shovels 310 and buckets 312 and the like in a well-known manner.

[0032] At step 204, the exposed ground surface 302, which can be comprised of soil, gravel, additional concrete and the like, is trenched to provide a channel 304 having a first end 306 positioned proximate an area susceptible to accumulating fluids/moisture, such as by the jack casing 104 and a second end 308 which terminates into the drainage pit 108. The channel is preferably trenched 3-4 inches deep and wide to accommodate a perforated drainage conduit. Alternatively, where the cement floor slab is a thicker slab, e.g., 8 or more inches deep, the upper surface of the cement floor is trenched, e.g., 4-6 inches deep and wide into the slab to form the channel. The channel 304 is preferably pitched downward at a predetermined angle towards the drainage pit 108, as illustratively shown in FIG. 4. The debris from the trench and/or floor excavation is removed from the elevator pit 100 and the method proceeds to step 206. At step 206, in an instance where the entire cement floor was excavated in step 204, a gutter sleeve 402 can be optionally installed along the periphery of the elevator pit 100 against the sidewall 103 over ground surface 302 thereof, as shown in FIGS. SA and 513. The gutter sleeve 402 is preferably sloped downwardly from the sidewall 103 to ground surface 302 at an angle in a range of 50 to 70 degrees, although such angles are not considered limiting. The gutter sleeve 402 can be fabricated from a non-porous material that is resistant to corrosion, such as aluminum, stainless steel and the like, although such materials are not considered limiting. The gutter sleeve 402 protects the interface between the sidewall 103 and the floor of the elevator pit 100 from exposure to fluids and the inwardly angled slope directs any fluids towards the center of the floor to enable drainage into the drainage pit 108.

[0033] At step 208, a perforated conduit 312 is inserted within the channel 304 such that each perforated conduit terminates at the drainage pit 108. The channel 304 is preferably trenched a depth and width which is greater than the diameter of the perforated conduit 312. For example, if a two-inch diameter conduit 312 is being installed in the ground surface 302, the channel 304 can be trenched to a depth and width of approximately three to four inches, although such dimensions are not considered limiting. The perforated conduit 312 is preferably pitched in the trench 304. Preferably, the perforated conduit 312 is pitched an inch to inch per foot, depending on the length of the conduit, although such pitch level is not considered limiting. The perforated conduit 312 can be shaped with angles and elbows to follow the path of the channel 304 from an area proximate the jack casing 104 at least to the edge of the drainage pit 108. Although the channel and conduit are discussed in terms of a path extending from in vicinity of the jack casing 104 into the drainage pit 108, such path(s) is not considered limiting as other areas of the elevator pit flooring can include channel/conduit paths to drain other flooring areas which are susceptible to liquid accumulation into the drainage pit 108. A person of ordinary.Math. skill in the art will understand how to measure, cut and connect one or more segments of the conduit 312 for insertion into the channel 304. Although a single channel 304 and corresponding conduit 312 is discussed herein between the jack casing 104 and drainage pit 108, such quantity is not considered limiting. For example, multiple spaced-apart channels 304 and corresponding conduits 312 can be provided, as illustratively shown in FIG. 3, which shows two channels 304 each having a perforated conduit 312 installed in the elevator pit ground surface 302.

[0034] Preferably, the perforated conduit 312 is fabricated from polyvinylchloride, although such material is not considered limiting, as other tubing or conduit material can be used such as, for example, copper, brass and the like. The perforations of the conduit 312 are provided and configured to allow fluids (water) to enter into the conduit and flow along the conduit length so as to exit into the drainage pit 108. The conduit 312 can be prefabricated with sufficient openings/perforations or they can be formed in a solid-wall conduit by drilling a series of spaced-apart holes through the sidewall of the conduit using, for example, a power drill and bit. Preferably, the perforations are circular having a diameter in the range of to inches, although such dimension is not considered limiting. The number of perforations per foot can be in a range of 6 to 12 perforations/foot, although such quantity of perforations is not considered limiting. A person of ordinary skill in the art will appreciate that the number of perforations and their size should be sufficient to allow the undesirable liquids to enter and flow through the conduit towards the drainage pit 108 with minimal loss back into the surrounding environment. Once the perforated conduit 312 is cut and laid into the channel 304, the method 200 proceeds to step 210.

[0035] At step 210, a layer of gravel 602 is provided over the channel 304 (and ground surface 302 if exposed) and perforated conduit 312 at a predetermined height to cover ground surface 302 (if previously exposed), channel 304 and perforated conduit 312, as illustratively shown in FIG. 6. The gravel 602 provides support and filling around the conduit 312 within the channel 304, while enabling the unwanted fluids to flow between the gravel/stones and into the perforations of the conduit 312, as discussed above. The thickness or height of the gravel 602 can be between to inches, although such thickness is not considered limiting. Preferably, the type of gravel that overlays the channel 304, perforated conduit 312 and exposed ground surface 302 is pea gravel, Bluestone chips and the like, although such types of gravel are not considered limiting. The shape and size of the gravel 602 is greater than the size of the perforations in the conduit to prevent clogging/blockages thereof. The shape of the gravel 602 is preferably circular or rough, although such shapes are not considered limiting. A granularity of the gravel 602 can be in a range of 8-16 millimeters, although such types of gravel and granularity are not considered limiting. The method then proceeds to step 212.

[0036] At step 212, a layer of waterproof cement is poured over the trenched channel 304, gravel 602 and perforated conduit 312 to seal the cement floor. The height of the poured cement is preferably level with the surrounding pre-existing cement floor. Alternatively, where the entire pre-existing cement floor was excavated and removed, a layer of waterproof cement is poured over the entire ground surface at a predetermined height to cover the channel, conduit and gravel to form a waterproof floor 702 that extends to the inner periphery of the gutter sleeve 402 as shown in FIG. 7. In an embodiment where the gutter sleeve 402 is installed, the waterproof floor 702 has a predetermined thickness or height that is less than the vertical height of the gutter sleeve 402. The waterproof cement can be made from mortar, WATERSTOP, XYPEX and the like, although such types of waterproof cement are not considered limiting.

[0037] As shown in the figures, a sump pump 120 or other commercially available pump is provided in the drainage pit 108 with a conduit that enables the fluid accumulated in the drainage pit 108 to be pumped out through the sidewall 103 of the elevator pit 100 and routed away from the building structure in a well-known manner. A grate or other covering 122 can be mounted over the drainage pit 108 to prevent larger debris from entering and potentially clogging the pump 120. Once the waterproof cement cures/hardens, the method proceeds to step 299 where the method 200 ends and the elevator pit 100 is available for access/operation with minimal susceptibility to water accumulation on the top surface of the cement floor 702.

[0038] The inventive method helps ensure that undesired water or other liquids that may accumulate on or beneath the cement floor of an elevator pit. The novel channel having a perforated conduit routes excess water on and beneath the cement floor of the elevator pit to the drainage pit, to help alleviate degradation to the pit flooring and the structural elevator components in the elevator pit. Advantageously, the present invention helps maintain the integrity, longevity and safe operation of the building structure and elevator system.

[0039] While the foregoing is directed to embodiments of the present innovation, other and further embodiments and advantages of the innovation can be envisioned by those of ordinary skill in the art based on this description without departing from the basic scope of the innovation, which is to be determined by the claims that follow.