US20220251801A1 - A microtrench fill sealant device and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the device - Google Patents
A microtrench fill sealant device and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the device Download PDFInfo
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- US20220251801A1 US20220251801A1 US17/199,500 US202117199500A US2022251801A1 US 20220251801 A1 US20220251801 A1 US 20220251801A1 US 202117199500 A US202117199500 A US 202117199500A US 2022251801 A1 US2022251801 A1 US 2022251801A1
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- microtrench
- gravel
- hot patch
- box
- roadway
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- 238000000034 method Methods 0.000 title claims abstract description 21
- 238000007789 sealing Methods 0.000 title claims abstract description 6
- 239000000565 sealant Substances 0.000 title claims description 41
- 239000013307 optical fiber Substances 0.000 title claims description 19
- 239000007921 spray Substances 0.000 claims abstract description 18
- 239000010426 asphalt Substances 0.000 claims 1
- 238000000151 deposition Methods 0.000 claims 1
- 238000005507 spraying Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 9
- 238000007790 scraping Methods 0.000 description 9
- 238000005259 measurement Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 239000000470 constituent Substances 0.000 description 2
- -1 for example Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
- H02G1/06—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/08—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging wheels turning round an axis
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/12—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/06—Accessories therefor, e.g. anchors
- F16L1/11—Accessories therefor, e.g. anchors for the detection or protection of pipes in the ground
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B6/00—Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
- G02B6/44—Mechanical structures for providing tensile strength and external protection for fibres, e.g. optical transmission cables
- G02B6/4439—Auxiliary devices
- G02B6/4459—Ducts; Conduits; Hollow tubes for air blown fibres
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B6/00—Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
- G02B6/46—Processes or apparatus adapted for installing or repairing optical fibres or optical cables
- G02B6/50—Underground or underwater installation; Installation through tubing, conduits or ducts
- G02B6/504—Installation in solid material, e.g. underground
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G9/00—Installations of electric cables or lines in or on the ground or water
- H02G9/10—Installations of electric cables or lines in or on the ground or water in cable chambers, e.g. in manhole or in handhole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
- E02F5/145—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids control and indicating devices
Definitions
- the invention relates to a microtrench gravel installer configured to install gravel into a microtrench at a precise gravel layer thickness.
- the invention also relates to a method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the microtrench gravel installer to precisely fill a microtrench to a desired gravel layer thickness.
- a microtrench is cut in a roadway, the optical fiber and/or innerduct/microduct is laid in the microtrench and then a fill and sealant are applied over the optical fiber and/or innerduct/microduct to protect them from the environment.
- State and city regulations can require different types of fill. For example, in some locations the optical fiber must first be covered with gravel and then the microtrench is sealed.
- Methods of microtenching that can be utilized in the present invention include the methods described in my previous U.S. Pat. Nos. 10,641,414; 10,571,047; 10,571,045; 10,781,942; 10,808,379; 10,808,377 and U.S. patent publication Nos. 20180292027; 20180156357, and 20180106015, the complete disclosures of which are incorporated in their entirety herein by reference.
- Objectives of the invention include providing a microtrench gravel installer that provides a precise level of gravel in a microtrench in a fast and efficient manner.
- Objectives of the invention, and other objectives are obtained by a method of continuously filling and sealing a microtrench in a roadway containing an optical fiber and/or innerduct/microduct to return the roadway to substantially an original state comprising:
- the objectives are also obtained by a method of continuously filling and sealing a microtrench in a roadway containing an optical fiber and/or innerduct/microduct to return the roadway to substantially an original state comprising:
- microtrench gravel installer configured to install
- a layer of gravel in a microtrench comprising:
- a microtrench premeasured gravel box comprising a gravel box container, a gravel measurement configured to measure an amount of gravel contained in the gravel box container, a gravel box door configured to dump premeasured gravel from the gravel box container into a microtrench to form a gravel layer in the microtrench having a desired height.
- FIG. 1A illustrates a side view of a microtrench gravel installer.
- FIG. 1B illustrates a view of a gravel leveler inside the microtrench.
- FIG. 1C illustrates a side view of a microtrench gravel installer.
- FIG. 1D illustrates a gravel leveler having a convex shape.
- FIG. 1E illustrates a gravel leveler having a convex shape.
- FIG. 1F illustrates a gravel leveler having a concave shape.
- FIG. 1G illustrates a gravel leveler having a flat shape.
- FIG. 1H illustrates a gravel leveler height adjuster
- FIG. 2A illustrates a side view of a filled and sealed microtrench containing an optical fiber and/or innerduct/microduct.
- FIG. 2B illustrates a view of the microtrench having a roadway mask.
- FIG. 3A illustrates a view of a gravel leveler inside the microtrench.
- FIG. 3B illustrates a view of a gravel leveler inside the microtrench.
- FIG. 3C illustrates a view of a gravel leveler inside the microtrench.
- FIG. 4A illustrates a view of the gravel tamper.
- FIG. 5B illustrates a view of a wand and box for installing fill sealant.
- FIG. 5C illustrates a view of a wand and box for installing fill sealant.
- FIG. 5D illustrates a view of a wand and box for installing fill sealant.
- FIG. 5F illustrates a view of a wand and box for installing fill sealant.
- FIG. 6B illustrates a view of a gravel box.
- the gravel leveler 14 can be raised or lowered in the microtrench 4 to provide a desired gravel layer thickness 42 using a gravel leveler height adjuster 15 .
- Height adjusters are well-known and any the gravel leveler height adjuster 15 can utilize any suitable device for lifting and lowering the gravel leveler 14 , such as hydraulic, spring loaded, manual, electric or other.
- An example of a height adjuster 15 is shown in FIG. 1H , which adjusts the height of gravel leveler 14 in relation to the bottom of the microtrench 4 by sliding the threaded wheel axle 72 up or down in the slot 70 and then locking the wheel axle 72 in place using the locking nut 74 .
- FIG. 1C Another example of a height adjuster 15 is shown in FIG. 1C , in which the arm 17 to which the gravel leveler 14 is attached can be raised and lowered by the height adjuster 15 .
- the gravel leveler 14 should be firmly fixed in place in relation to the height so that during use the gravel 8 in the microtrench 4 does not lift the gravel leveler 14 .
- the gravel leveler 14 can have a wheel 19 that contacts a roadway surface 12 of the roadway 2 . During movement of the roadway leveler 14 , the wheel 19 can rotate in contact with the roadway surface 12 . To keep the wheel 19 against the surface of the roadway 2 and the bottom surface 18 a set distance from the bottom of the microtrench 4 during use, the gravel leveler 14 can be biased towards the bottom of the microtrench 4 .
- the biasing can provided by a spring 30 , air pressure 32 , hydraulic pressure 34 , weight 36 or any other desired method.
- the weight 36 can be provided by added weight and/or by a gravel leveler connection 37 to the gravel dispenser 50 .
- the level of biasing is preferably adjustable to provide different pressures of the scraping surface 20 against the gravel 8 .
- the gravel leveler 14 can be vibrated during use to help move the gravel 8 in the microtrench 4 .
- suitable gravel layer thicknesses 42 are from about 1 inch to about 12 inches, and will usually depend upon the total depth of the microtrench 4 .
- the top, exposed surface of the gravel layer thickness 42 is preferably about 1 to about 6 inches below the surface 12 of the roadway 2 so that there is sufficient space to apply the fill sealant 10 (also referred to as reinstatement material).
- FIGS. 6A and 6B Another embodiment to fill the microtrench with gravel is with the use a premeasured gravel box 90 as shown in FIGS. 6A and 6B , which can be used in addition to or in place of the gravel leveler 14 .
- the gravel 8 can be fed from the gravel dispenser 50 until a premeasured amount of gravel 98 is contained in the gravel box container 92 .
- the amount of gravel 8 in the gravel box container 92 can be measured using a gravel measurement 96 , which for example can be a ruler, adjustable plate, laser measurement device, or any suitable device for measuring the amount of gravel.
- the gravel layer 40 can be tamped (compacted) to reduce future settling of the gravel layer 40 .
- a gravel tamper 16 can be used to tamp the gravel layer 40 .
- the gravel tamper 16 is biased towards the bottom of the microtrench 4 to provide pressure against the gravel layer 40 .
- the biasing can provided by a spring 30 , air pressure 32 , hydraulic pressure 34 , weight 36 , or any other desired method.
- the level of biasing is preferably adjustable to provide different pressures of the gravel tamper 16 against the gravel 8 .
- the microtrench 4 can be sealed with a fill sealant 10 to provide a sealed roadway 11 that looks substantially the same as the original roadway surface 12 .
- a fill sealant 10 can be utilized as desired, including the sealants 10 disclosed in my issued U.S. Pat. Nos. 10,571,045 and 10,641,414, the complete disclosure of which is incorporated herein by reference.
- a roadway mask 9 can be formed on the roadway surface 12 on the sides of the microtrench 4 , as disclosed in my issued U.S. Pat. No. 10,781,942, which is incorporated herein by reference.
- the roadway mask simplifies clean-up by avoiding the fill sealant 10 from sticking to the roadway surface 12 .
- a hot patch spray wand 80 is mounted in a hot patch box 82 .
- the hot patch spray wand 80 can be connected to a source of hot path fill sealant 89 .
- the hot patch wand 80 is configured to spray or inject fill sealant 10 (hot patch material) into the microtrench 4 to form a hot patch fill seal 85 .
- Any fill sealant 10 that overflows or misses the microtrench 4 is caught by the hot patch box 82 and dragged forward by the hot patch box 82 so that the fill sealant 10 can be deposited in the microtrench 4 and/or spread in a thin layer 86 over the roadway surface 12 .
- the hot patch box 82 comprises sides that encircle the hot patch wand 80 , as shown in FIGS. 5A-5E .
- the hot patch box 82 can have roadway seals 88 to seal the hot patch box 82 to the roadway surface 12 and reduce spillage of the fill sealant 10 from the hot patch box 82 .
- the hot patch box 82 can be formed from any suitable material, including for example, metal, composites, and plastic.
- the roadway seals 88 are preferably formed from a flexible or semi-flexible material, for example, rubber, plastic or composites.
- Video, measuring devices and global positioning devices can be utilized to measure the dimensions of the microtrench 4 , location of the microtrench 4 , the gravel layer thickness 42 , the thickness of the fill sealant 10 applied, and any other feature of the filled and sealed microtrench.
- the microtrenching data can be uploaded to city or state databases for the city and state records. Examples of these types of measuring systems are disclosed in my issued U.S. Pat. No. 10,571,047, the complete disclosure of which is incorporated herein by reference.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Road Repair (AREA)
Abstract
A hot patch box and spray wand configured to install a hot patch fill into a microtrench cut into a roadway. A method of sealing a microtrench using the hot patch box.
Description
- The invention relates to a microtrench gravel installer configured to install gravel into a microtrench at a precise gravel layer thickness. The invention also relates to a method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the microtrench gravel installer to precisely fill a microtrench to a desired gravel layer thickness.
- During installation of the optical fiber, a microtrench is cut in a roadway, the optical fiber and/or innerduct/microduct is laid in the microtrench and then a fill and sealant are applied over the optical fiber and/or innerduct/microduct to protect them from the environment. State and city regulations can require different types of fill. For example, in some locations the optical fiber must first be covered with gravel and then the microtrench is sealed.
- Methods of microtenching that can be utilized in the present invention include the methods described in my previous U.S. Pat. Nos. 10,641,414; 10,571,047; 10,571,045; 10,781,942; 10,808,379; 10,808,377 and U.S. patent publication Nos. 20180292027; 20180156357, and 20180106015, the complete disclosures of which are incorporated in their entirety herein by reference.
- Conventional methods of installing gravel into a microtrench are not efficient, cannot provide a precise level of gravel in the microtrench, and they are slow.
- Objectives of the invention include providing a microtrench gravel installer that provides a precise level of gravel in a microtrench in a fast and efficient manner.
- Objectives of the invention, and other objectives are obtained by a method of continuously filling and sealing a microtrench in a roadway containing an optical fiber and/or innerduct/microduct to return the roadway to substantially an original state comprising:
-
- flowing gravel from a gravel dispenser into a microtrench containing the optical fiber and/or innerduct/microduct to provide a gravel layer over the optical fiber and/or innerduct/microduct in the microduct, and the gravel dispenser travelling in a first direction;
- scraping the gravel layer in the first direction with a gravel leveler having a scraping surface and a bottom surface;
- adjusting a distance between the bottom surface and a bottom of the microtrench to provide a gravel layer thickness, gravel below the bottom surface remaining in place during scraping to provide the gravel layer and gravel above the bottom surface contacting the scraping surface and moving in the first direction; and
- installing a fill sealant above the gravel layer to seal and fill the microtrench to substantially return the roadway back to an original state with a filled and sealed microtrench that protects the optical fiber and/or innerduct/microduct in the microtrench from weather and traffic travelling on the roadway.
- The objectives are also obtained by a method of continuously filling and sealing a microtrench in a roadway containing an optical fiber and/or innerduct/microduct to return the roadway to substantially an original state comprising:
-
- flowing gravel from a gravel dispenser into a premeasured gravel box to form a premeasured amount of gravel;
- flowing the premeasured amount of gravel from the premeasured gravel box into a microtrench containing the optical fiber and/or innerduct/microduct to provide a gravel layer over the optical fiber and/or innerduct/microduct in the microduct; and
- installing a fill sealant above the gravel layer to seal and fill the microtrench to substantially return the roadway back to an original state with a filled and sealed microtrench that protects the optical fiber and/or innerduct/microduct in the microtrench from weather and traffic travelling on the roadway.
- The objectives are further obtained by a microtrench gravel installer configured to install
- a layer of gravel in a microtrench comprising:
-
- a gravel container configured for containing gravel;
- a gravel chute connected to the gravel container and configured for dispensing gravel from the gravel container to a microtrench; and
- a gravel leveler having a scraping surface and a bottom surface, the scrapping surface is configured to scrape gravel in the microtench and form a gravel layer in the microtrench having a gravel layer thickness based on the distance from the bottom surface to a bottom of the microtrench.
- The objectives can also be obtained by a microtrench premeasured gravel box comprising a gravel box container, a gravel measurement configured to measure an amount of gravel contained in the gravel box container, a gravel box door configured to dump premeasured gravel from the gravel box container into a microtrench to form a gravel layer in the microtrench having a desired height.
- The objectives are further obtained by a microtrench fill sealant device comprising a spray wand configured to spray a hot patch fill sealant into a microtrench, and a hot patch box that surrounds the spray wand configured to contain overfill or spillage of the hot patch fill sealant.
-
FIG. 1A illustrates a side view of a microtrench gravel installer. -
FIG. 1B illustrates a view of a gravel leveler inside the microtrench. -
FIG. 1C illustrates a side view of a microtrench gravel installer. -
FIG. 1D illustrates a gravel leveler having a convex shape. -
FIG. 1E illustrates a gravel leveler having a convex shape. -
FIG. 1F illustrates a gravel leveler having a concave shape. -
FIG. 1G illustrates a gravel leveler having a flat shape. -
FIG. 1H illustrates a gravel leveler height adjuster. -
FIG. 2A illustrates a side view of a filled and sealed microtrench containing an optical fiber and/or innerduct/microduct. -
FIG. 2B illustrates a view of the microtrench having a roadway mask. -
FIG. 3A illustrates a view of a gravel leveler inside the microtrench. -
FIG. 3B illustrates a view of a gravel leveler inside the microtrench. -
FIG. 3C illustrates a view of a gravel leveler inside the microtrench. -
FIG. 4A illustrates a view of the gravel tamper. -
FIG. 4B illustrates a view of the gravel tamper. -
FIG. 4C illustrates a view of the gravel tamper. -
FIG. 4D illustrates a view of the gravel tamper. -
FIG. 5A illustrates a view of a wand and box for installing fill sealant. -
FIG. 5B illustrates a view of a wand and box for installing fill sealant. -
FIG. 5C illustrates a view of a wand and box for installing fill sealant. -
FIG. 5D illustrates a view of a wand and box for installing fill sealant. -
FIG. 5E illustrates a view of a wand and box for installing fill sealant. -
FIG. 5F illustrates a view of a wand and box for installing fill sealant. -
FIG. 6A illustrates a view of gravel box. -
FIG. 6B illustrates a view of a gravel box. - The invention will now be explained with reference to the attached non-limiting drawings. To facilitate an understanding of the principles and features of the various embodiments of the present invention, various illustrative embodiments are explained below. Although example embodiments of the present invention are explained in detail, it is to be understood that other embodiments are contemplated. Accordingly, it is not intended that the present invention is limited in its scope to the details of construction and arrangement of components set forth in the following description or examples. The present invention is capable of other embodiments and of being practiced or carried out in various ways.
- As used in the specification and the appended claims, the singular forms “a,” “an” and “the” include plural references unless the context clearly dictates otherwise. For example, reference to a component is intended also to include composition of a plurality of components. References to a composition containing “a” constituent is intended to include other constituents in addition to the one named.
- Also, in describing the example embodiments, terminology will be resorted to for the sake of clarity. It is intended that each term contemplates its broadest meaning as understood by those skilled in the art and includes all technical equivalents that operate in a similar manner to accomplish a similar purpose.
- It is also to be understood that the mention of one or more method steps does not preclude the presence of additional method steps or intervening method steps between those steps expressly identified. Similarly, it is also to be understood that the mention of one or more components in a composition does not preclude the presence of additional components than those expressly identified. Such other components or steps not described herein can include, but are not limited to, for example, similar components or steps that are developed after development of the disclosed technology.
- While certain implementations of the disclosed technology have been described in connection with what is presently considered to be the most practical and various implementations, it is to be understood that the disclosed technology is not to be limited to the disclosed implementations, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the scope of the appended claims. Although specific terms are employed herein, they are used in a generic and descriptive sense only and not for purposes of limitation.
- Microtrench widths usually range from about 0.25 to about 8 inches, preferably about 0.5 to about 6 inches, with a depth of 36 inches or less, preferably 20 inches or less. Other widths and depths can be used as desired.
- The microtrench gravel installer includes a
gravel leveler 14 sized to fit within themicrotrench 4 and which has an elongated shape. Thegravel leveler 14 has abottom surface 18 that is preferably flat to provide and even surface on thegravel 40. However, other shapes of thebottom surface 18 can be used to provide any desired shape of the surface on thegravel layer 40. Thebottom surface 18 is used to define a thickness of thegravel layer 40 in themicrotrench 8. The distance between thebottom surface 18 and the bottom of themicrotrench 4 is set by the user to define thegravel layer thickness 42 of thegravel layer 40. Thegravel leveler 14 has a scrapingsurface 20 that faces thegravel 8 during use and scrapes thegavel 8 above thegravel layer thickness 42 in a direction thegravel leveler 14 is travelling in themicrotrench 4 and allows thegravel 8 below thegravel layer thickness 42 to remain in place and form thegravel layer 40. The scrapingsurface 20 can have aflat shape 22, aconcave shape 24, aconvex shape 26, or any other shape as desired. More than onegravel leveler 14 can be utilized if desired. Thegravel leveler 14 is preferably formed from steel. - The
gravel leveler 14 can be raised or lowered in themicrotrench 4 to provide a desiredgravel layer thickness 42 using a gravelleveler height adjuster 15. Height adjusters are well-known and any the gravelleveler height adjuster 15 can utilize any suitable device for lifting and lowering thegravel leveler 14, such as hydraulic, spring loaded, manual, electric or other. An example of aheight adjuster 15 is shown inFIG. 1H , which adjusts the height ofgravel leveler 14 in relation to the bottom of themicrotrench 4 by sliding the threadedwheel axle 72 up or down in theslot 70 and then locking thewheel axle 72 in place using the locking nut 74. Another example of aheight adjuster 15 is shown inFIG. 1C , in which thearm 17 to which thegravel leveler 14 is attached can be raised and lowered by theheight adjuster 15. - The
gravel leveler 14 should be firmly fixed in place in relation to the height so that during use thegravel 8 in themicrotrench 4 does not lift thegravel leveler 14. Thegravel leveler 14 can have awheel 19 that contacts aroadway surface 12 of theroadway 2. During movement of theroadway leveler 14, thewheel 19 can rotate in contact with theroadway surface 12. To keep thewheel 19 against the surface of theroadway 2 and the bottom surface 18 a set distance from the bottom of themicrotrench 4 during use, thegravel leveler 14 can be biased towards the bottom of themicrotrench 4. The biasing can provided by aspring 30,air pressure 32, hydraulic pressure 34,weight 36 or any other desired method. Theweight 36 can be provided by added weight and/or by agravel leveler connection 37 to thegravel dispenser 50. The level of biasing is preferably adjustable to provide different pressures of the scrapingsurface 20 against thegravel 8. Thegravel leveler 14 can be vibrated during use to help move thegravel 8 in themicrotrench 4. Examples of suitable gravel layer thicknesses 42 are from about 1 inch to about 12 inches, and will usually depend upon the total depth of themicrotrench 4. The top, exposed surface of thegravel layer thickness 42 is preferably about 1 to about 6 inches below thesurface 12 of theroadway 2 so that there is sufficient space to apply the fill sealant 10 (also referred to as reinstatement material). - The
gravel leveler 14 can be connected to agravel dispenser 50 as shown inFIGS. 1A and 1C . Thegravel dispenser 50 can have agravel container 52 for storinggravel 8 and agravel chute 54 for dispensinggravel 8 from thegravel container 52 to themicrotrench 4. A gravel metering device 56 can be used to meter the amount ofgravel 8 dispensed from thegravel container 52 to thegravel chute 54. Gravel metering devices 56 used to measure an amount of gravel are well-known and any suitable gravel metering device can be utilized in the present invention. Examples ofgravel dispensers 50 include dump trucks (FIG. 1C ) and trailer's (FIG. 1A ) having a hitched hopper. Thegravel chute 54 can be a surface that the gravel flows by gravity, an auger, vibratory or any other conventional means for flowing gravel. Gravel chutes are well-known. Thegravel chute 54 can be formed from any suitable conventional gravel chute. - Another embodiment to fill the microtrench with gravel is with the use a premeasured gravel box 90 as shown in
FIGS. 6A and 6B , which can be used in addition to or in place of thegravel leveler 14. Thegravel 8 can be fed from thegravel dispenser 50 until a premeasured amount of gravel 98 is contained in thegravel box container 92. The amount ofgravel 8 in thegravel box container 92 can be measured using a gravel measurement 96, which for example can be a ruler, adjustable plate, laser measurement device, or any suitable device for measuring the amount of gravel. After the optical fiber and/or innerduct/microduct 6 has been installed in themicrotrench 4, the premeasured gravel box 90 is aligned over themicrotrench 4 and the gravel box door 94 opened to allow the premeasured amount of gravel 98 to flow into themicrotrench 4. The premeasured gravel box 90 can includewheels 99 for easy movement. The premeasured gravel box 90 can also include a gravel box guide 97 that is inserted into themicrotrench 4 to guide the placement and/or movement of the premeasured gravel box 90. - If desired, the
gravel layer 40 can be tamped (compacted) to reduce future settling of thegravel layer 40. In this regard, agravel tamper 16 can be used to tamp thegravel layer 40. Thegravel tamper 16 is biased towards the bottom of themicrotrench 4 to provide pressure against thegravel layer 40. The biasing can provided by aspring 30,air pressure 32, hydraulic pressure 34,weight 36, or any other desired method. The level of biasing is preferably adjustable to provide different pressures of thegravel tamper 16 against thegravel 8. - After a desired
gravel layer 40 has been formed in themicrotrench 4, themicrotrench 4 can be sealed with afill sealant 10 to provide a sealed roadway 11 that looks substantially the same as theoriginal roadway surface 12. Anysealant 10 can be utilized as desired, including thesealants 10 disclosed in my issued U.S. Pat. Nos. 10,571,045 and 10,641,414, the complete disclosure of which is incorporated herein by reference. - Before installing the
fill sealant 10, aroadway mask 9 can be formed on theroadway surface 12 on the sides of themicrotrench 4, as disclosed in my issued U.S. Pat. No. 10,781,942, which is incorporated herein by reference. The roadway mask simplifies clean-up by avoiding thefill sealant 10 from sticking to theroadway surface 12. - Some states and cities may require a hot patching material as the top layer for
fill sealant 10. Examples of such materials are MasticOne and Polypatch, which can be applied using a Crafco drag box assembly. In the Crafco drag box method, the hot patching material is dumped to the hot patch box which is then dragged over the microtrench to seal the microtrench, with the hot patch box acting like a trowel to spread the hot patch material over the roadway surface around the microtrench. - In the present invention, a hot
patch spray wand 80 is mounted in ahot patch box 82. The hotpatch spray wand 80 can be connected to a source of hot path fillsealant 89. In this manner, thehot patch wand 80 is configured to spray or inject fill sealant 10 (hot patch material) into themicrotrench 4 to form a hot patch fillseal 85. Anyfill sealant 10 that overflows or misses themicrotrench 4 is caught by thehot patch box 82 and dragged forward by thehot patch box 82 so that thefill sealant 10 can be deposited in themicrotrench 4 and/or spread in a thin layer 86 over theroadway surface 12. Thehot patch box 82 comprises sides that encircle thehot patch wand 80, as shown inFIGS. 5A-5E . Thehot patch box 82 can have roadway seals 88 to seal thehot patch box 82 to theroadway surface 12 and reduce spillage of thefill sealant 10 from thehot patch box 82. Thehot patch box 82 can be formed from any suitable material, including for example, metal, composites, and plastic. The roadway seals 88 are preferably formed from a flexible or semi-flexible material, for example, rubber, plastic or composites. - Before installing the
gravel layer 40 and/or fillsealant 10, themicrotrench 4 can be cleaned, for example, by using the compressed air nozzle 60 connected to a compressed air source 62 to blow debris out of themicrotrench 4. - Video, measuring devices and global positioning devices (GPS) can be utilized to measure the dimensions of the
microtrench 4, location of themicrotrench 4, thegravel layer thickness 42, the thickness of thefill sealant 10 applied, and any other feature of the filled and sealed microtrench. The microtrenching data can be uploaded to city or state databases for the city and state records. Examples of these types of measuring systems are disclosed in my issued U.S. Pat. No. 10,571,047, the complete disclosure of which is incorporated herein by reference. -
-
- 2 Roadway
- 4 Microtrench
- 6 Optical fiber, Innerduct/microduct
- 8 Gravel
- 9 Roadway mask
- 10 Fill sealant (reinstatement material)
- 11 Sealed roadway
- 12 Roadway surface
- 14 Gravel leveler
- 15 Gravel leveler height adjuster
- 16 Gravel tamper
- 17 Arm
- 18 Bottom surface
- 19 Wheel
- 20 Scraping surface
- 22 Flat shape
- 24 Concave shape
- 26 Convex shape
- 30 Spring
- 32 Air pressure
- 34 Hydraulic pressure
- 36 Weight
- 37 Gravel leveler connection
- 40 Gravel layer
- 42 Gravel layer thickness
- 50 Gravel dispenser
- 52 Gravel container
- 54 Gravel chute
- 56 Gravel metering device
- 60 Air nozzle
- 62 Compressed air source
- 70 Slot
- 72 Threaded wheel axle
- 74 Locking nut
- 80 Hot patch spray wand
- 82 Hot patch box
- 84 Tip insert
- 85 Hot patch fill seal
- 86 Thin layer of hot patch fill spread on roadway surface
- 87 Wheel
- 88 Roadway seal
- 89 Source of hot patch fill sealant
- 90 Premeasured gravel box
- 92 Gravel box container
- 94 Gravel box door
- 96 Gravel measurement
- 97 Gravel box guide
- 98 Measured amount of gravel
- 99 Wheel
- It is to be understood that the foregoing illustrative embodiments have been provided merely for the purpose of explanation and are in no way to be construed as limiting of the invention. Words used herein are words of description and illustration, rather than words of limitation. In addition, the advantages and objectives described herein may not be realized by each and every embodiment practicing the present invention. Further, although the invention has been described herein with reference to particular structure, steps and/or embodiments, the invention is not intended to be limited to the particulars disclosed herein. Rather, the invention extends to all functionally equivalent structures, processes and uses, such as are within the scope of the appended claims. Those skilled in the art, having the benefit of the teachings of this specification, may affect numerous modifications thereto and changes may be made without departing from the scope and spirit of the invention. While the invention has been described to provide an access hole over a buried utility, the invention can be utilized wherever an access hole in the roadway is required.
Claims (9)
1. A microtrench fill sealant device comprising:
a spray wand configured to spray a hot patch fill sealant into a microtrench;
a tip insert configured to be inserted into the microtrench to guide the spray wand during filling of the microtrench; and
a hot patch box that surrounds the spray wand configured to contain overfill or spillage of the hot patch fill sealant, wherein the hot patch box is configured to be dragged over the microtrench so that the overfill or spillage of the hot patch fill sealant are deposited in the microtrench and/or spread in a thin layer over a surface of the roadway, and wherein the spray wand is mounted in the hot patch box so that during dragging of the hot patch box over the microtrench the tip insert is inserted within the microtrench.
2. (canceled)
3. The microtrench fill sealant device according to claim 1 , wherein the hot patch box comprises a roadway seal to seal the hot patch box against a roadway surface and reduce spillage of the hot patch fill sealant from the hot patch box.
4. A method of sealing a microtrench in a roadway containing an optical fiber and/or innerduct/microduct comprising:
spraying a hot patch fill sealant into the microtrench containing the optical fiber and/or innerduct/microduct from a spray wand;
dragging a hot patch box over the microtench, the hot patch box surrounds the spray wand to contain overfill or spillage of the hot patch fill sealant, wherein the spray wand is mounted in the hot patch box; and
the hot patch box depositing the overfill or spillage of the hot patch fill sealant in the microtrench and/or spreading the overfill or spillage of the hot patch fill sealant in a thin layer over a surface of the roadway.
5. The method according to claim 4 , wherein the spray wand further comprises a tip insert and the method further comprises inserting the tip insert into the microtrench to guide the spray wand during dragging of the hot patch box.
6. The method according to claim 4 , wherein the hot patch box comprises a roadway seal to seal the hot patch box against a roadway surface and the method further comprises using the roadway seal to reduce spillage of the hot patch fill sealant from the hot patch box.
7. The method according to claim 4 , wherein the roadway is asphalt or concrete.
8. The method according to claim 4 , further comprising wheels mounted on the hot patch box.
9. The microtrench fill sealant device according to claim 1 , further comprising wheels mounted on the hot patch box.
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US17/199,500 US20220251801A1 (en) | 2021-02-10 | 2021-03-12 | A microtrench fill sealant device and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the device |
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US202163147828P | 2021-02-10 | 2021-02-10 | |
US17/199,500 US20220251801A1 (en) | 2021-02-10 | 2021-03-12 | A microtrench fill sealant device and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the device |
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US20220251801A1 true US20220251801A1 (en) | 2022-08-11 |
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US17/199,500 Pending US20220251801A1 (en) | 2021-02-10 | 2021-03-12 | A microtrench fill sealant device and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the device |
US17/199,494 Pending US20220252184A1 (en) | 2021-02-10 | 2021-03-12 | Microtrench gravel installer and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the microtrench gravel installer |
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US17/199,494 Pending US20220252184A1 (en) | 2021-02-10 | 2021-03-12 | Microtrench gravel installer and method of filling and sealing a microtrench containing an optical fiber and/or innerduct/microduct using the microtrench gravel installer |
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Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2812211A (en) * | 1955-11-02 | 1957-11-05 | Claude L Gardner | Device for marking surfaces |
US5624206A (en) * | 1994-03-31 | 1997-04-29 | Brooklyn Union Gas Co., | Apparatus and method for supporting pipe main repair tools in an excavation |
US8480332B2 (en) * | 2009-09-23 | 2013-07-09 | Certusview Technologies, Llc | Laying and protecting cable into existing covering surfaces |
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US4028902A (en) * | 1976-10-01 | 1977-06-14 | Central Illinois Tile Co. | Apparatus for laying elongated flexible tubing |
US5174685A (en) * | 1992-03-18 | 1992-12-29 | Buchanan Luther B | Flexible pipe laying and covering apparatus |
AR004288A1 (en) * | 1995-11-13 | 1998-11-04 | Siemens Ag | OPTICAL FIBER CABLE INSTALLATION STRUCTURE. |
DE59705176D1 (en) * | 1997-02-20 | 2001-12-06 | Ccs Technology Inc | Method for inserting an optical or electrical cable into a fixed installation base and device for installing the cable |
-
2021
- 2021-03-12 US US17/199,500 patent/US20220251801A1/en active Pending
- 2021-03-12 US US17/199,494 patent/US20220252184A1/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2812211A (en) * | 1955-11-02 | 1957-11-05 | Claude L Gardner | Device for marking surfaces |
US5624206A (en) * | 1994-03-31 | 1997-04-29 | Brooklyn Union Gas Co., | Apparatus and method for supporting pipe main repair tools in an excavation |
US8480332B2 (en) * | 2009-09-23 | 2013-07-09 | Certusview Technologies, Llc | Laying and protecting cable into existing covering surfaces |
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