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US20170175341A1 - Method for joining plastic parts and foundation mat product therefor - Google Patents

Method for joining plastic parts and foundation mat product therefor Download PDF

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Publication number
US20170175341A1
US20170175341A1 US15/214,600 US201615214600A US2017175341A1 US 20170175341 A1 US20170175341 A1 US 20170175341A1 US 201615214600 A US201615214600 A US 201615214600A US 2017175341 A1 US2017175341 A1 US 2017175341A1
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United States
Prior art keywords
fastener
plastic
blocks
foundation mat
lead end
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.)
Abandoned
Application number
US15/214,600
Inventor
Frank M. Locotos
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
F M Locotos Co Inc
Original Assignee
F M Locotos Co Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from US14/973,820 external-priority patent/US9435097B2/en
Application filed by F M Locotos Co Inc filed Critical F M Locotos Co Inc
Priority to US15/214,600 priority Critical patent/US20170175341A1/en
Assigned to F.M. LOCOTOS CO., INC. reassignment F.M. LOCOTOS CO., INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: LOCOTOS, FRANK M.
Publication of US20170175341A1 publication Critical patent/US20170175341A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/08Temporary pavings
    • E01C9/086Temporary pavings made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/016Flat foundations made mainly from prefabricated concrete elements

Definitions

  • the instant invention relates to a system and method for joining two or more pieces of plastic without having to first drill a hole through each, enabling a fastener to push through and be tightened, thereby efficiently forming a product onsite such as a temporary equipment foundation.
  • Temporary equipment foundations such as crane mats can be made of various materials, including wood and plastic, which traditionally are formed by joining planks using fasteners, or they can be pre-formed modules.
  • the planks are fastened in side-by-side relation to form a block or mat.
  • a hole is drilled in the plank through which the fastener is placed. Drilling the hole is very time-consuming and leaves a gap between the fastener (bolt) and the wall of the hole which can possibly lead to a loose system.
  • the invention comprehends an assembly method and resulting product including the steps of driving a fastener (bolt) through plastic either with a hydraulic force or pneumatic (air), mechanical, or by any other power assisted means, shown through experimentation to result in the plastic surrounding the bolt within itself, tightly giving added strength to the system.
  • the fastener can have a head (at the driven end) and a threaded end at the lead end.
  • the plastic around the threaded end can be power-wire brushed to expose the threads to a nut which then tightens the system.
  • the penetration rate of the fastener into and through the plastic pieces can be increased by pre-heating the lead end of the fastener.
  • the invention comprehends a foundation mat for equipment such as a crane, including multiple, solid blocks in stacked relation.
  • a fastener is power-driven, e.g. hydraulically, through the blocks.
  • the fastener has a lead end and a head end, wherein the lead end is heated up to 400° F.
  • the means for tensioning the system can include fasteners such as nuts and bolts, smooth or threaded. The threaded ends of the bolts can be exposed by wire-brushing.
  • a method for assembling a foundation mat multiple, plastic, un-drilled blocks are stacked in side-by-side relation.
  • a fastener is power-driven through the system, and the blocks are tensioned.
  • the lead end of the fastener can be heated, and the threaded end of any fastener can include a nut.
  • a first of the multiple blocks can be disposed against a solid object prior to the step of driving the fastener to eliminate crater push-out.
  • FIG. 1 shows a perspective view of two example rods driven through the plastic block with their head ends exposed.
  • FIG. 2 shows a perspective view of the lead, exposed ends of the rods through the same plastic block.
  • FIG. 3 shows a perspective view of an embodiment wherein the lead end, being threaded, has a nut engaged thereto, and the fastener has secured a pair of blocks.
  • blocks 1 were formed using recycled plastic.
  • the plastic blocks 1 are “solid”, meaning herein they exclude any pre-drilled holes.
  • the blocks 1 had dimensions of 7′′ ⁇ 9′′ ⁇ 20′, the size and physical characteristics of which simulate part of a crane mat for example, i.e. foundation mat for equipment.
  • the blocks/planks 1 can be stacked ( FIG. 3 ) and/or be individually sized to make up various structures for any type of use other than crane mats or equipment foundations.
  • “Stacked relation” as used herein and as claimed means preferably side-by-side disposition as would comprise a ground-disposed mat, although various formations and shapes can be deployed such as the blocks 1 being vertically stacked.
  • a fastener 2 is power-driven through the stacked blocks 1 .
  • the fastener 2 can be a smooth, solid rod, rebar, or be a hollow rod, each having a lead end 4 first penetrating the block 1 and a head end 3 remaining exposed on the entering side of the block 1 .
  • the fastener 2 can also be a bolt having a threaded end. Variations of fasteners can be used depending on the tensioning requirements, thus “means for tensioning”.
  • a headed steel bolt is used as the fastener 2 .
  • the fastener 2 can be a 3 ⁇ 4′′ ⁇ 14′′ headed steel bolt with threads (National Coarse Threading) at its opposite end.
  • “Power-driven” means the fasteners 2 are forcefully inserted through the undrilled blocks 1 using a mechanical press such as a pneumatic or hydraulic press.
  • a hydraulic press is utilized to drive the fastener 2 .
  • a mounted, 20-ton hydraulic cylinder was used and successful at less than maximum capacity and hand-controlled.
  • a power-assisted pump can also be employed to actuate the hydraulic cylinder.
  • FIGS. 1-3 shown are two rods 2 driven through the plastic block 1 with their head ends 3 exposed.
  • One rod 2 shows a smooth bar protruding out of the plastic. This is the lead end 4 of the bolt that was being pushed into the piece.
  • the other bolt is a hollow rod and is shown exiting the plastic by way of FIG. 2 . It was shoved or forced through from the opposite end as well. A crater may result after the fastener is pushed out on the exiting side, i.e. “crater push-out”. To avoid this situation, the bolt-exiting side can be disposed against something solid, for example a solid steel base. Note there are no cracks in the plastic block 1 around the fastener 2 .
  • the exposed, lead ends 4 can be wire brushed to better expose the threads 6 after having penetrated through the plastic block 1 and in-taking plastic shards, now removed, if threaded bolts are used and penetration through the plastic block 1 has occurred. In this manner a threaded nut 5 can be employed to tension the system. See FIG. 3 .
  • a nut 5 is shown herein attached to the lead end 4 end of the bolt that exited more than one plastic.
  • a fastener 2 can be pre-heated on the lead end 4 of up to 400° F. before being pressed in to ease the penetration. This also resulted in making it easier to wire brush the exiting lead end 4 since, as it heated, the plastic around the threads 6 are made temporarily softer. Thus, the step of heating the fastener 2 , preferably to up to around 400° F., is an option.
  • a fastener 2 In use then, a fastener 2 , optionally with its lead end 4 heated, is hydraulically pressed through one or more plastic blocks 1 or planks, which, when placed in side-by-side relation, are therefore fastened to each other to form a mat having a length and width equal the number and dimensions of the planks.
  • the lead end 4 of the fastener 2 is optionally wire brushed to expose the threads 6 .
  • a nut 5 is fastened to the end 4 , thereby tensioning the system to further secure the planks 1 .
  • the secured planks 1 and thus the formed mat can then be temporarily used as a foundation for equipment such as a crane.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

An assembly method and resulting temporary foundation mat for equipment such as a crane, including the steps of driving a fastener through plastic either with a hydraulic force or pneumatic (air), mechanical, or by any other power assisted means, shown through experimentation to result in the plastic surrounding the bolt within itself, tightly giving added strength to the system. The fastener can have a head at the driven end and a threaded end at the lead end. When a threaded end exists exterior to the joined pieces of plank, the plastic around the threaded end can be power-wire brushed to expose the threads to a nut which then tightens the system. The penetration rate of the fastener into and through the plastic pieces can be increased by pre-heating the lead end of the fastener.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • The instant application is a continuation-in-part of application Ser. No. 14/973,820, which claimed priority to U.S. provisional application Ser. No. 62/095,219, filed Dec. 22, 2014, the contents of both of which are incorporated herein by reference.
  • BACKGROUND
  • Field of the Invention
  • The instant invention relates to a system and method for joining two or more pieces of plastic without having to first drill a hole through each, enabling a fastener to push through and be tightened, thereby efficiently forming a product onsite such as a temporary equipment foundation.
  • Description of the Related Art
  • Temporary equipment foundations such as crane mats can be made of various materials, including wood and plastic, which traditionally are formed by joining planks using fasteners, or they can be pre-formed modules. The planks are fastened in side-by-side relation to form a block or mat. Traditionally, a hole is drilled in the plank through which the fastener is placed. Drilling the hole is very time-consuming and leaves a gap between the fastener (bolt) and the wall of the hole which can possibly lead to a loose system.
  • The prior art teaches a wide variety of ground cover mats and rig mats. Most of these temporary foundation systems use some form of mechanism for edge-to-edge fastening, such as by tongue-and-groove or interlock. See for example U.S. Pat. No. 8,545,127 to Bleile et al. and U.S. Pat. No. 8,936,073 to Phillips. This is understandable being the mats are temporary. Such “snapping” systems are not suitable for supporting heavy equipment. The more the ease as which such mats are assembled is enhanced, the less strong and durable the mats often become.
  • The prior art including U.S. Patent Publication No. 2014/0341649 to Bryan et al. teaches using a nut at a lead end for a variety of fasteners, thus a bolt can be driven through plastic and the system tightened, albeit through pre-drilled holes. Bolt-fastened temporary foundations are much more durable and can support considerably more weight because the planks themselves are large and solid. Here, however, because the planks must be drilled to accommodate the fasteners, the assembly process can be time-consuming, which is not desirable for temporary systems.
  • There is a need then for a crane mat system and assembly method which provides the benefits and strength of being securely bolt-driven, but through un-drilled plastic planks, as follows.
  • SUMMARY
  • The invention comprehends an assembly method and resulting product including the steps of driving a fastener (bolt) through plastic either with a hydraulic force or pneumatic (air), mechanical, or by any other power assisted means, shown through experimentation to result in the plastic surrounding the bolt within itself, tightly giving added strength to the system. The fastener can have a head (at the driven end) and a threaded end at the lead end. When a threaded end exists exterior to the joined pieces of plank, the plastic around the threaded end can be power-wire brushed to expose the threads to a nut which then tightens the system. The penetration rate of the fastener into and through the plastic pieces can be increased by pre-heating the lead end of the fastener.
  • Accordingly, the invention comprehends a foundation mat for equipment such as a crane, including multiple, solid blocks in stacked relation. A fastener is power-driven, e.g. hydraulically, through the blocks. The fastener has a lead end and a head end, wherein the lead end is heated up to 400° F. The means for tensioning the system can include fasteners such as nuts and bolts, smooth or threaded. The threaded ends of the bolts can be exposed by wire-brushing.
  • In a method for assembling a foundation mat, multiple, plastic, un-drilled blocks are stacked in side-by-side relation. A fastener is power-driven through the system, and the blocks are tensioned. As above, the lead end of the fastener can be heated, and the threaded end of any fastener can include a nut. A first of the multiple blocks can be disposed against a solid object prior to the step of driving the fastener to eliminate crater push-out.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 shows a perspective view of two example rods driven through the plastic block with their head ends exposed.
  • FIG. 2 shows a perspective view of the lead, exposed ends of the rods through the same plastic block.
  • FIG. 3 shows a perspective view of an embodiment wherein the lead end, being threaded, has a nut engaged thereto, and the fastener has secured a pair of blocks.
  • DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
  • Referencing then FIGS. 1-3, blocks 1 were formed using recycled plastic. The plastic blocks 1 are “solid”, meaning herein they exclude any pre-drilled holes. As an example only and by no means meant to be limiting, the blocks 1 had dimensions of 7″×9″×20′, the size and physical characteristics of which simulate part of a crane mat for example, i.e. foundation mat for equipment. The blocks/planks 1 can be stacked (FIG. 3) and/or be individually sized to make up various structures for any type of use other than crane mats or equipment foundations. “Stacked relation” as used herein and as claimed means preferably side-by-side disposition as would comprise a ground-disposed mat, although various formations and shapes can be deployed such as the blocks 1 being vertically stacked.
  • A fastener 2 is power-driven through the stacked blocks 1. The fastener 2 can be a smooth, solid rod, rebar, or be a hollow rod, each having a lead end 4 first penetrating the block 1 and a head end 3 remaining exposed on the entering side of the block 1. Using rebar, the deformations on the rebar grip at the interface with the plastic to hold the assembly more securely. The fastener 2 can also be a bolt having a threaded end. Variations of fasteners can be used depending on the tensioning requirements, thus “means for tensioning”. In one example, a headed steel bolt is used as the fastener 2. For example the fastener 2 can be a ¾″×14″ headed steel bolt with threads (National Coarse Threading) at its opposite end.
  • “Power-driven” means the fasteners 2 are forcefully inserted through the undrilled blocks 1 using a mechanical press such as a pneumatic or hydraulic press. In the preferred embodiment, a hydraulic press is utilized to drive the fastener 2. For example, a mounted, 20-ton hydraulic cylinder was used and successful at less than maximum capacity and hand-controlled. A power-assisted pump can also be employed to actuate the hydraulic cylinder.
  • With particular reference to FIGS. 1-3, shown are two rods 2 driven through the plastic block 1 with their head ends 3 exposed. One rod 2 shows a smooth bar protruding out of the plastic. This is the lead end 4 of the bolt that was being pushed into the piece. The other bolt is a hollow rod and is shown exiting the plastic by way of FIG. 2. It was shoved or forced through from the opposite end as well. A crater may result after the fastener is pushed out on the exiting side, i.e. “crater push-out”. To avoid this situation, the bolt-exiting side can be disposed against something solid, for example a solid steel base. Note there are no cracks in the plastic block 1 around the fastener 2.
  • The exposed, lead ends 4 can be wire brushed to better expose the threads 6 after having penetrated through the plastic block 1 and in-taking plastic shards, now removed, if threaded bolts are used and penetration through the plastic block 1 has occurred. In this manner a threaded nut 5 can be employed to tension the system. See FIG. 3. A nut 5 is shown herein attached to the lead end 4 end of the bolt that exited more than one plastic.
  • A fastener 2 can be pre-heated on the lead end 4 of up to 400° F. before being pressed in to ease the penetration. This also resulted in making it easier to wire brush the exiting lead end 4 since, as it heated, the plastic around the threads 6 are made temporarily softer. Thus, the step of heating the fastener 2, preferably to up to around 400° F., is an option.
  • In use then, a fastener 2, optionally with its lead end 4 heated, is hydraulically pressed through one or more plastic blocks 1 or planks, which, when placed in side-by-side relation, are therefore fastened to each other to form a mat having a length and width equal the number and dimensions of the planks. The lead end 4 of the fastener 2 is optionally wire brushed to expose the threads 6. A nut 5 is fastened to the end 4, thereby tensioning the system to further secure the planks 1. The secured planks 1 and thus the formed mat can then be temporarily used as a foundation for equipment such as a crane.

Claims (5)

1. A ground-disposed foundation mat for equipment, comprising:
multiple, solid blocks in stacked relation, each said block consisting of recycled plastic;
each said block sized to simulate part of said ground-disposed foundation mat such that upon side-by-side disposition said blocks can support said equipment; and,
a rebar power-driven through said blocks, wherein deformations on said rebar interface with said plastic.
2. The ground-disposed foundation mat of claim 1, wherein each said block has a length of up to twenty feet.
3. The foundation mat of claim 1, wherein said rebar has a lead end and a head end, and a nut at said lead end for tensioning said rebar.
4. (canceled)
5. (canceled)
US15/214,600 2014-12-22 2016-07-20 Method for joining plastic parts and foundation mat product therefor Abandoned US20170175341A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US15/214,600 US20170175341A1 (en) 2014-12-22 2016-07-20 Method for joining plastic parts and foundation mat product therefor

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US201462095219P 2014-12-22 2014-12-22
US14/973,820 US9435097B2 (en) 2014-12-22 2015-12-18 Method for joining plastic parts and foundation mat product therefor
US15/214,600 US20170175341A1 (en) 2014-12-22 2016-07-20 Method for joining plastic parts and foundation mat product therefor

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
US14/973,820 Continuation-In-Part US9435097B2 (en) 2014-12-22 2015-12-18 Method for joining plastic parts and foundation mat product therefor

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11280079B2 (en) * 2017-11-03 2022-03-22 Axion Structural Innovations Structural reinforced composite construction mat
US20230160148A1 (en) * 2021-11-12 2023-05-25 F.M. Locotos, Co., Inc. Equipment foundation and mine rock bolt system

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4932178A (en) * 1989-05-05 1990-06-12 Mozingo Ralph R Compound timber-metal stressed decks
US5097558A (en) * 1990-06-14 1992-03-24 The University Of Connecticut Prestress retention system for stress laminated timber bridge

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4932178A (en) * 1989-05-05 1990-06-12 Mozingo Ralph R Compound timber-metal stressed decks
US5097558A (en) * 1990-06-14 1992-03-24 The University Of Connecticut Prestress retention system for stress laminated timber bridge

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11280079B2 (en) * 2017-11-03 2022-03-22 Axion Structural Innovations Structural reinforced composite construction mat
US20220178133A1 (en) * 2017-11-03 2022-06-09 Axion Structural Innovations Structural reinforced composite construction mat
US20220268012A1 (en) * 2017-11-03 2022-08-25 Axion Structural Innovations Structural reinforced composite construction mat
US11725379B2 (en) * 2017-11-03 2023-08-15 Plastic Ties Technologies Llc Structural reinforced composite construction mat
US20230160148A1 (en) * 2021-11-12 2023-05-25 F.M. Locotos, Co., Inc. Equipment foundation and mine rock bolt system

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Legal Events

Date Code Title Description
AS Assignment

Owner name: F.M. LOCOTOS CO., INC., PENNSYLVANIA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:LOCOTOS, FRANK M.;REEL/FRAME:039508/0273

Effective date: 20160823

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION