CA2889888A1 - Inverted grout tube with angled fill spout - Google Patents
Inverted grout tube with angled fill spout Download PDFInfo
- Publication number
- CA2889888A1 CA2889888A1 CA2889888A CA2889888A CA2889888A1 CA 2889888 A1 CA2889888 A1 CA 2889888A1 CA 2889888 A CA2889888 A CA 2889888A CA 2889888 A CA2889888 A CA 2889888A CA 2889888 A1 CA2889888 A1 CA 2889888A1
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- CA
- Canada
- Prior art keywords
- grout
- tube
- tubular body
- tube member
- concrete
- 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
Links
- 239000011440 grout Substances 0.000 title claims abstract description 122
- 239000011178 precast concrete Substances 0.000 claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 239000004567 concrete Substances 0.000 claims description 40
- 238000005304 joining Methods 0.000 claims description 8
- 230000001902 propagating effect Effects 0.000 claims description 8
- 230000004048 modification Effects 0.000 claims description 6
- 238000012986 modification Methods 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 4
- 230000000284 resting effect Effects 0.000 claims description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000005336 cracking Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
- E04G15/061—Non-reusable forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
An inverted elongated ovalized cylindrical grout tube has reinforcing ribs to retain the tube in position in a pre-cast concrete member and to provide added strength to the grout/structural rod connection as it hardens so as to provide greater strength to a pre-cast concrete wall. The upper end of the grout tube has an integrated bellows-like connector that extends between the inverted grout tube and a grout fill spout which is capable of creating any of a number of angles between the grout tube and the fill spout to provide for the easy flow of grout into the tube from a point external to the pre-cast concrete wall.
Description
TITLE OF INVENTION INVERTED GROUT TUBE WITH ANGLED FILL SPOUT
BACKGROUND OF THE INVENTION
The present invention relates generally to connection devices for joining together pre-cast concrete members such as panels or columns stacked one on top of the other to form building walls. The connection devices employ an elongated ovalized cylindrical grout tube with reinforcing ribs formed into the bottom of a precast concrete member having an upward facing grout fill spout that extends through the sidewall of the precast member for permitting grout to be introduced into the inverted elongated ovalized cylindrical grout tube for securing one precast concrete member to another or fastening to the base foundation.
By inverting the grout tube from its customary orientation of being cast into the top of a lower positioned precast concrete wall section, certain problems arise. A
similar problem of locating the structural rod within the range of the opening of the grout tube has previously led to the ovalization of the grout tube opening along the longitudinal direction of the precast wall section. The ovalization permits an approximate placement of the structural rod in the upper wall panel that does not necessarily require precise measurement and placement for engagement within the grout tube in the lower panel. However, with the inverting of the grout tube to be cast into the bottom of a wall panel, although the locating of the structural rod and approximate placement of the grout tube are sufficiently resolved with the ovalization of the tube in one direction along the wall panel, the problem of properly filling the tube arises since the tube is customarily filled from the open end to the closed end using gravitational force for the grout to settle within the tube, around the structural rod, and harden in place. In the present structural arrangement, with the grout tube inverted, another source for filling the tube with grout to surround the upstanding structural rod extending upward from a lower wall panel is required so that the grout may be uniformly distributed throughout the tube and around the structural rod.
Elongated grout tubes may be referred to or known as concrete block-out tubes forming attachment openings in the precast wall sections. The elongated ovalized tubes can be mounted on a framing member in a form used to cast wall panels, oriented upwardly from the bottom wall of the panel within the form. An integrated bellows-like connector is located at the distal end of the grout tube at the inward-most point from the bottom of the yet to be formed precast concrete wall panel. A grout fill injection spout extending upwardly and away from the connector is located and extends to the outer surface of the precast panel.
113 After pouring of the concrete panel and the setting of the concrete, the forms are removed and the open ends of the tubes can be sealed or taped, or alternatively a plug is driven into each tube. The grout fill spout that extends outward from the precast member sidewall is also sealed to close off the spout and to insure that water, moisture and dirt does not collect in the spout or connector prior to the erection of the panels. If water retained in the tube freezes, there is a risk the resultant expansion will crack and ruin the panel. Any debris collected within the spout or bellows-like connector will degrade the quality of the connection formed by the mortar when the panels are erected.
The present invention is an improvement to the concrete block-out tube apparatus used previously to connect upper and lower concrete wall sections as described in U.S.
Patent 7,076,924 [Thompson]. The prior Thompson patent discloses a reinforced, ovalized block-out tube cast into the top of a lower concrete member to mate with a structural rod cast into the bottom of an upper concrete member. While this device provides for the dimensional variants of the rod and receiving tube, creating the required structural strength, it does provide for the reverse structural situation with the structural rod extending upward from a lower precast panel or foundation wall and how the grout will be introduced into the grout tube to surround the structural rod. The typical method for introducing the grout is to
BACKGROUND OF THE INVENTION
The present invention relates generally to connection devices for joining together pre-cast concrete members such as panels or columns stacked one on top of the other to form building walls. The connection devices employ an elongated ovalized cylindrical grout tube with reinforcing ribs formed into the bottom of a precast concrete member having an upward facing grout fill spout that extends through the sidewall of the precast member for permitting grout to be introduced into the inverted elongated ovalized cylindrical grout tube for securing one precast concrete member to another or fastening to the base foundation.
By inverting the grout tube from its customary orientation of being cast into the top of a lower positioned precast concrete wall section, certain problems arise. A
similar problem of locating the structural rod within the range of the opening of the grout tube has previously led to the ovalization of the grout tube opening along the longitudinal direction of the precast wall section. The ovalization permits an approximate placement of the structural rod in the upper wall panel that does not necessarily require precise measurement and placement for engagement within the grout tube in the lower panel. However, with the inverting of the grout tube to be cast into the bottom of a wall panel, although the locating of the structural rod and approximate placement of the grout tube are sufficiently resolved with the ovalization of the tube in one direction along the wall panel, the problem of properly filling the tube arises since the tube is customarily filled from the open end to the closed end using gravitational force for the grout to settle within the tube, around the structural rod, and harden in place. In the present structural arrangement, with the grout tube inverted, another source for filling the tube with grout to surround the upstanding structural rod extending upward from a lower wall panel is required so that the grout may be uniformly distributed throughout the tube and around the structural rod.
Elongated grout tubes may be referred to or known as concrete block-out tubes forming attachment openings in the precast wall sections. The elongated ovalized tubes can be mounted on a framing member in a form used to cast wall panels, oriented upwardly from the bottom wall of the panel within the form. An integrated bellows-like connector is located at the distal end of the grout tube at the inward-most point from the bottom of the yet to be formed precast concrete wall panel. A grout fill injection spout extending upwardly and away from the connector is located and extends to the outer surface of the precast panel.
113 After pouring of the concrete panel and the setting of the concrete, the forms are removed and the open ends of the tubes can be sealed or taped, or alternatively a plug is driven into each tube. The grout fill spout that extends outward from the precast member sidewall is also sealed to close off the spout and to insure that water, moisture and dirt does not collect in the spout or connector prior to the erection of the panels. If water retained in the tube freezes, there is a risk the resultant expansion will crack and ruin the panel. Any debris collected within the spout or bellows-like connector will degrade the quality of the connection formed by the mortar when the panels are erected.
The present invention is an improvement to the concrete block-out tube apparatus used previously to connect upper and lower concrete wall sections as described in U.S.
Patent 7,076,924 [Thompson]. The prior Thompson patent discloses a reinforced, ovalized block-out tube cast into the top of a lower concrete member to mate with a structural rod cast into the bottom of an upper concrete member. While this device provides for the dimensional variants of the rod and receiving tube, creating the required structural strength, it does provide for the reverse structural situation with the structural rod extending upward from a lower precast panel or foundation wall and how the grout will be introduced into the grout tube to surround the structural rod. The typical method for introducing the grout is to
- 2 -fill the grout tube and then lower the structural rod into the tube and the grout contained therein. But due to the reversal of the structural members, the grout still needs to be introduced from an upper position to fill the tube properly and not cause cracking or gaps in the grout surrounding the structural rod to retain the wall section in a fixed position and not result in a potential failure of the wall integrity.
It is, therefore, an object of the present invention to provide a reinforced pre-cast concrete block-out tube for use in joining pre-cast vertical concrete panels that continues to provide structural strength, without introducing stress concentrations into the poured concrete or grout, and allows for the continued introduction and free flow of the grout from a point above the grout tube to fill the entire tube and to not degrade the quality of the grout connection inside the tube with the structural rod extending upwardly from below.
It is also an object of the present invention to provide an integrated connection or attachment point at the uppermost internal space of the grout tube for the connection of a grout fill spout or tube to allow for the introduction of grout into the grout tube from an external point of the precast wall segment.
It is a further object of the present invention to provide a variable angle connector between the elongated inverted ovalized grout tube and the grout tube fill spout to permit the grout fill spout to be angled outward through the precast wall segment at an obtuse angle for ease of entry of the grout through the fill spout and into the grout tube.
it is yet a further object of the present invention to provide for different dimensional placements of the grout tube within the precast wall segment which is afforded by the variable angle connector between the elongated inverted ovalized grout tube and the grout tube fill spout so that the angle of the fill spout can be varied depending upon the placement of the grout tube within the precast wall segment.
A still further object is to reduce the cost of manufacturing block out tubes by molding them in an inverted orientation and adding the integrated grout fill or injection tube,
It is, therefore, an object of the present invention to provide a reinforced pre-cast concrete block-out tube for use in joining pre-cast vertical concrete panels that continues to provide structural strength, without introducing stress concentrations into the poured concrete or grout, and allows for the continued introduction and free flow of the grout from a point above the grout tube to fill the entire tube and to not degrade the quality of the grout connection inside the tube with the structural rod extending upwardly from below.
It is also an object of the present invention to provide an integrated connection or attachment point at the uppermost internal space of the grout tube for the connection of a grout fill spout or tube to allow for the introduction of grout into the grout tube from an external point of the precast wall segment.
It is a further object of the present invention to provide a variable angle connector between the elongated inverted ovalized grout tube and the grout tube fill spout to permit the grout fill spout to be angled outward through the precast wall segment at an obtuse angle for ease of entry of the grout through the fill spout and into the grout tube.
it is yet a further object of the present invention to provide for different dimensional placements of the grout tube within the precast wall segment which is afforded by the variable angle connector between the elongated inverted ovalized grout tube and the grout tube fill spout so that the angle of the fill spout can be varied depending upon the placement of the grout tube within the precast wall segment.
A still further object is to reduce the cost of manufacturing block out tubes by molding them in an inverted orientation and adding the integrated grout fill or injection tube,
- 3 -rather than the customary method of positioning top fill block out tubes in the pre-cast wall segments.
Other objects will appear hereinafter.
SUMMARY OF THE INVENTION
The present invention is an inverted elongated cylindrical grout tube has reinforcing ribs to retain the tube in position in the pre-cast concrete member and to provide added strength to the grout/structural rod connection as it hardens so as to provide greater strength to the formed concrete wall. The upper end of the grout tube has an integrated bellows-like connector that extends between the inverted grout tube and the grout fill spout.
The integrated bellows-like connector is capable of creating any of a number of angles between the grout tube and the fill spout to provide for the easy flow of grout into the tube from a point external to the precast wall section. The grout fill spout extends outward to a surface of the pre-cast concrete wall panel to enable the introduction of the grout into the grout tube to secure the upper wall segment in place by surrounding an upwardly extending structural rod positioned within the grout tube and hardening in place around the rod. The reinforcing ribs are configured along the internal surface of the inverted grout tube to reduce interference with the structural rods during placement of the pre-cast wall segments during erection of the wall.
The present invention may also be described as an elongated ovalized cylindrical tube member for use as a connection assisting device for joining pre-cast concrete panels or forms. The tube member comprises an integral elongate, imperforate, and ovalized hollow tubular body having a plurality of reinforcing ribs formed into the tubular body with an integrated bellows-like connector at its distal end for connecting the tube member to a fill spout. The fill spout extends away from the cylindrical tube member toward an exterior surface of the concrete panel or form. The oval configuration of the body of the inverted
Other objects will appear hereinafter.
SUMMARY OF THE INVENTION
The present invention is an inverted elongated cylindrical grout tube has reinforcing ribs to retain the tube in position in the pre-cast concrete member and to provide added strength to the grout/structural rod connection as it hardens so as to provide greater strength to the formed concrete wall. The upper end of the grout tube has an integrated bellows-like connector that extends between the inverted grout tube and the grout fill spout.
The integrated bellows-like connector is capable of creating any of a number of angles between the grout tube and the fill spout to provide for the easy flow of grout into the tube from a point external to the precast wall section. The grout fill spout extends outward to a surface of the pre-cast concrete wall panel to enable the introduction of the grout into the grout tube to secure the upper wall segment in place by surrounding an upwardly extending structural rod positioned within the grout tube and hardening in place around the rod. The reinforcing ribs are configured along the internal surface of the inverted grout tube to reduce interference with the structural rods during placement of the pre-cast wall segments during erection of the wall.
The present invention may also be described as an elongated ovalized cylindrical tube member for use as a connection assisting device for joining pre-cast concrete panels or forms. The tube member comprises an integral elongate, imperforate, and ovalized hollow tubular body having a plurality of reinforcing ribs formed into the tubular body with an integrated bellows-like connector at its distal end for connecting the tube member to a fill spout. The fill spout extends away from the cylindrical tube member toward an exterior surface of the concrete panel or form. The oval configuration of the body of the inverted
- 4 -grout tube prevents the tube from rotating within the panel or form during erection. The plurality of reinforcing ribs structurally anchor the tube member within the concrete panel or form and prevent the tube from being pulled out of its position in the concrete panel or form.
The reinforcing ribs also act to hold the grout-like hardening substance introduced into the tube member in position so that the grout will not easily move inward or outward from said tube member, aiding in removing any trapped air, preventing collapse and adding strength to the joint between wall segments. The integrated bellows-like connector seamlessly connects the tube member with the fill spout allowing for the infinite modification of the angle between the central axis orientation of the tube member and the central axis orientation of the fill spout. The angle between the central axis orientation of the tube member and the central axis orientation of the fill spout varies depending upon the placement of the tube member closer to or farther away from a sidewall of the concrete panel or form.
Another way to describe the invention is as a tube member for use as a connection device joining pre-cast concrete panels or forms. The tube member comprises an integral elongate, imperforate, and hollow tubular body of a smoothly curved generally non-cylindrical cross-section, having an outer wall including concrete-engaging circumferential corrugations propagating along the length of said body, an inner wall including grout-engaging circumferential corrugations propagating along the length of said body, a proximal open end, and an integrated bellows-like connector at its distal end for connecting the tube zo member to a fill spout. The fill spout extends away from the tube member toward an exterior surface of the concrete panel or form.
The present invention can also be described as a structural interconnection comprising a lower concrete member, an upper concrete member resting on top of the lower concrete member, and a connection device joining the members together. The connection device includes an integral elongate, imperforate, and hollow tubular body of a smoothly curved generally non-cylindrical cross-section embedded in the bottom of the upper
The reinforcing ribs also act to hold the grout-like hardening substance introduced into the tube member in position so that the grout will not easily move inward or outward from said tube member, aiding in removing any trapped air, preventing collapse and adding strength to the joint between wall segments. The integrated bellows-like connector seamlessly connects the tube member with the fill spout allowing for the infinite modification of the angle between the central axis orientation of the tube member and the central axis orientation of the fill spout. The angle between the central axis orientation of the tube member and the central axis orientation of the fill spout varies depending upon the placement of the tube member closer to or farther away from a sidewall of the concrete panel or form.
Another way to describe the invention is as a tube member for use as a connection device joining pre-cast concrete panels or forms. The tube member comprises an integral elongate, imperforate, and hollow tubular body of a smoothly curved generally non-cylindrical cross-section, having an outer wall including concrete-engaging circumferential corrugations propagating along the length of said body, an inner wall including grout-engaging circumferential corrugations propagating along the length of said body, a proximal open end, and an integrated bellows-like connector at its distal end for connecting the tube zo member to a fill spout. The fill spout extends away from the tube member toward an exterior surface of the concrete panel or form.
The present invention can also be described as a structural interconnection comprising a lower concrete member, an upper concrete member resting on top of the lower concrete member, and a connection device joining the members together. The connection device includes an integral elongate, imperforate, and hollow tubular body of a smoothly curved generally non-cylindrical cross-section embedded in the bottom of the upper
- 5 -concrete member with said tubular body having a bottom open end facing the lower concrete member and a structural rod embedded in the lower concrete member with the rod extending upwardly through the bottom open end of the tubular body in the upper concrete member. The tubular body has an outer wall including concrete-engaging circumferential corrugations propagating along the length of said body, an inner wall including grout-engaging circumferential corrugations propagating along the length of said body, and an integrated bellows-like connector at its distal end for connecting the tubular body to a fill spout. The fill spout extends away from the tubular body toward an exterior surface of the upper concrete member. To hold the tubular member in place, the concrete in the upper member extends into said concrete-engaging corrugations surrounding the tubular body. A
grout-like hardening substance, introduced into the tubular body through the fill spout, fills the interior of the tubular body extending into said grout-engaging corrugations and surrounds the structural rod in the interior of the tubular body to form the connection.
In each instance the integrated bellows-like connector seamlessly connects the tube member with the fill spout allowing for the infinite modification of the angle between the central axis orientation of the tubular body and the central axis orientation of the fill spout.
The angle between the central axis orientation of the tube member and the central axis orientation of the fill spout varies depending upon the placement of the tube member closer to or farther away from a sidewall of the concrete panel or form.
BRIEF DESCRIPTION OF THE DRAWINGS
For the purpose of illustrating the invention, there is shown in the drawings forms which are presently preferred; it being understood, however, that the invention is not limited to the precise arrangements and instrumentalities shown.
FIG. 1 is a front view of the inverted grout tube of the present invention showing the corrugated connector and grout fill spout in a collinear arrangement.
grout-like hardening substance, introduced into the tubular body through the fill spout, fills the interior of the tubular body extending into said grout-engaging corrugations and surrounds the structural rod in the interior of the tubular body to form the connection.
In each instance the integrated bellows-like connector seamlessly connects the tube member with the fill spout allowing for the infinite modification of the angle between the central axis orientation of the tubular body and the central axis orientation of the fill spout.
The angle between the central axis orientation of the tube member and the central axis orientation of the fill spout varies depending upon the placement of the tube member closer to or farther away from a sidewall of the concrete panel or form.
BRIEF DESCRIPTION OF THE DRAWINGS
For the purpose of illustrating the invention, there is shown in the drawings forms which are presently preferred; it being understood, however, that the invention is not limited to the precise arrangements and instrumentalities shown.
FIG. 1 is a front view of the inverted grout tube of the present invention showing the corrugated connector and grout fill spout in a collinear arrangement.
- 6 -FIG. 2 is a side view of the inverted grout tube of the present invention showing the corrugated connector and grout fill spout at an angle to the axis of the grout tube.
FIG. 3 is a partially broken away end view of an insulated precast wall segment with an insulative layer between the outer precast portions of the wall segment showing an inverted grout tube located within each outer precast portion, each grout tube having a different dimensional placement within the precast wall segment and different angular relationship between the main body of the grout tube and the grout fill spout.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
The following detailed description is of the best presently contemplated mode of carrying out the invention. The description is not intended in a limiting sense, and is made solely for the purpose of illustrating the general principles of the invention. The various features and advantages of the present invention may be more readily understood with reference to the following detailed description taken in conjunction with the accompanying drawings.
Referring now to the drawings in detail, where like numerals refer to like parts or elements, there is shown in FIG. 1 a combination elongated ovalized grout tube 10 having a body 12, a bottom opening 14, a series of reinforcing ribs 16 in the body, a grout fill spout 18 at the top end, and an integrated bellows-like connector 20 positioned between the grout tube body 12 and the fill spout 18. The elongated body 12 is ovalized in cross-section to account for placement approximations of structural rods extending upward through the openings 14 and into the grout tubes 10 and to prevent rotation of the grout tube within the pre-cast wall panel The body 12 is reinforced with a plurality of corrugations or ribs 16 that permit the grout tube 10 to be captured within a precast concrete wall panel in order that the grout tube 10 remains in position within the wall panel and does not pull out.
The reinforcing ribs 16 also provide for slightly bent rods to transit the internal surfaces of the grout tube 10
FIG. 3 is a partially broken away end view of an insulated precast wall segment with an insulative layer between the outer precast portions of the wall segment showing an inverted grout tube located within each outer precast portion, each grout tube having a different dimensional placement within the precast wall segment and different angular relationship between the main body of the grout tube and the grout fill spout.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
The following detailed description is of the best presently contemplated mode of carrying out the invention. The description is not intended in a limiting sense, and is made solely for the purpose of illustrating the general principles of the invention. The various features and advantages of the present invention may be more readily understood with reference to the following detailed description taken in conjunction with the accompanying drawings.
Referring now to the drawings in detail, where like numerals refer to like parts or elements, there is shown in FIG. 1 a combination elongated ovalized grout tube 10 having a body 12, a bottom opening 14, a series of reinforcing ribs 16 in the body, a grout fill spout 18 at the top end, and an integrated bellows-like connector 20 positioned between the grout tube body 12 and the fill spout 18. The elongated body 12 is ovalized in cross-section to account for placement approximations of structural rods extending upward through the openings 14 and into the grout tubes 10 and to prevent rotation of the grout tube within the pre-cast wall panel The body 12 is reinforced with a plurality of corrugations or ribs 16 that permit the grout tube 10 to be captured within a precast concrete wall panel in order that the grout tube 10 remains in position within the wall panel and does not pull out.
The reinforcing ribs 16 also provide for slightly bent rods to transit the internal surfaces of the grout tube 10
- 7 -as an upper wall panel is lowered onto a lower panel or foundation wall without scoring or tearing the grout tube 10 and possibly creating an attachment problem by degrading the quality of the grout connection inside the tube. The upper shoulder 16a of each rib 16 is elongated and has a less severe angle relationship to the horizontal in order to deflect the structural rod inward toward the central channel of the grout tube 10. Only the uppermost reinforcing rib 16 is shown with the upper shoulder 16a indicated in FIGS. 1, 2, but all of the ribs 16 have the identical configuration of the upper shoulder for deflecting the structural rod in the same inward direction.
Due to the inverting of the grout tube 10, a grout fill point is needed to be established from a point above the distal end of the grout tube 10 located inwardly the length of the tube from the bottom of a precast wall panel or other precast member. At the distal end of the grout tube 10 an integrated bellows-like connector 20 is positioned and molded as part of the combination grout tube of the present invention. The bellows-like connector 20 can expand longitudinally and angularly to accommodate a fill spout 18 that is to be angled away from the central axis of the combined grout tube 10. As can be seen in FIG. 2, the integrated bellows-like connector 20 is expanded on the left and compressed on the right to create an angle to the right side away from the center line or axis of the grout tube 10.
At the distal end of the integrated bellows-like connector 20 the grout fill spout 18 is formed as part of the combination grout tube 10. Formed at the end of the fill spout 18 is a cap 22 that is placed at that location to prevent contaminating materials or fluids from entering the grout tube prior to the time that grout will be introduced to secure the wall panel in position. The fill spout 18 has a length sufficient to extend to and through a near side wall of the precast wall panel as shown in FIG. 3. The bellows-like connector 20 will permit different angular relationships of the grout tube body 12 and the fill spout 18 depending upon the physical placement of the grout tube 10 within the precast wall panel.
Due to the inverting of the grout tube 10, a grout fill point is needed to be established from a point above the distal end of the grout tube 10 located inwardly the length of the tube from the bottom of a precast wall panel or other precast member. At the distal end of the grout tube 10 an integrated bellows-like connector 20 is positioned and molded as part of the combination grout tube of the present invention. The bellows-like connector 20 can expand longitudinally and angularly to accommodate a fill spout 18 that is to be angled away from the central axis of the combined grout tube 10. As can be seen in FIG. 2, the integrated bellows-like connector 20 is expanded on the left and compressed on the right to create an angle to the right side away from the center line or axis of the grout tube 10.
At the distal end of the integrated bellows-like connector 20 the grout fill spout 18 is formed as part of the combination grout tube 10. Formed at the end of the fill spout 18 is a cap 22 that is placed at that location to prevent contaminating materials or fluids from entering the grout tube prior to the time that grout will be introduced to secure the wall panel in position. The fill spout 18 has a length sufficient to extend to and through a near side wall of the precast wall panel as shown in FIG. 3. The bellows-like connector 20 will permit different angular relationships of the grout tube body 12 and the fill spout 18 depending upon the physical placement of the grout tube 10 within the precast wall panel.
- 8 -Referring now to FIG. 3, an insulated precast wall panel 30 is shown with an insulating member 32 located between left and right side precast concrete sections 34, 36.
The insulated precast wall panel 30 is mounted atop a base or foundation 38 that has two structural rods 40, 42 extending upwardly therefrom. The structural rods 40, 42 are separated by a distance that is less than the thickness of the insulated wall panel 30, and preferably at a distance approximating the distance between the centers of each of the respective left and right side sections 34, 36. In order to demonstrate the capacity of the present invention to accommodate different placements of the structural rods, the left side structural rod 40 is positioned inward of the center of the left side section 34 of the insulated wall panel 30 such that the distance to the outer surface of the wall section 34 is greater. In this instance the fill spout 18 must still extend outward from the side of the wall section 34 so that the bellows-like connector 20 is configured to create an angle between the grout tube body 12 and the fill spout 18 approximating 300 upward from the horizontal, or 600 to the left from the vertically oriented centerline of the grout tube body 12.
This adjustable angle for the fill tube 18 may be better seen and described with reference to the grout tube 10 on the right of FIG. 3. The grout tube 10 is shown in outline so that the structural rod 42 can be seen in the approximate center of the grout tube 10 extending upwards almost to the integrated bellows-like connector 20. In this instance the structural rod 42 is positioned at the center of the right side section 36 of the wall panel 30.
This positioning creates a shorter distance for the fill spout 18 to extend to the exterior of the wall so that the angle between the centerline of the grout tube 10 and the fill spout 18 can be changed so that only a limited length of the fill spout 18 extends outside the right side section wall. Thus, the angle between the grout tube body 12 and the fill spout 18 will approximate 45 upward from the horizontal, or 45 to the right from the vertically oriented centerline of the grout tube body 12. If the grout tube is positioned closer to the exterior
The insulated precast wall panel 30 is mounted atop a base or foundation 38 that has two structural rods 40, 42 extending upwardly therefrom. The structural rods 40, 42 are separated by a distance that is less than the thickness of the insulated wall panel 30, and preferably at a distance approximating the distance between the centers of each of the respective left and right side sections 34, 36. In order to demonstrate the capacity of the present invention to accommodate different placements of the structural rods, the left side structural rod 40 is positioned inward of the center of the left side section 34 of the insulated wall panel 30 such that the distance to the outer surface of the wall section 34 is greater. In this instance the fill spout 18 must still extend outward from the side of the wall section 34 so that the bellows-like connector 20 is configured to create an angle between the grout tube body 12 and the fill spout 18 approximating 300 upward from the horizontal, or 600 to the left from the vertically oriented centerline of the grout tube body 12.
This adjustable angle for the fill tube 18 may be better seen and described with reference to the grout tube 10 on the right of FIG. 3. The grout tube 10 is shown in outline so that the structural rod 42 can be seen in the approximate center of the grout tube 10 extending upwards almost to the integrated bellows-like connector 20. In this instance the structural rod 42 is positioned at the center of the right side section 36 of the wall panel 30.
This positioning creates a shorter distance for the fill spout 18 to extend to the exterior of the wall so that the angle between the centerline of the grout tube 10 and the fill spout 18 can be changed so that only a limited length of the fill spout 18 extends outside the right side section wall. Thus, the angle between the grout tube body 12 and the fill spout 18 will approximate 45 upward from the horizontal, or 45 to the right from the vertically oriented centerline of the grout tube body 12. If the grout tube is positioned closer to the exterior
- 9 -surface of the side section of the insulated wall panel 30, then the angle between the grout tube body 12 and the fill spout 18 will, again, be modified to accommodate the greater length of the fill spout 18 within the wall section. To protect the integrity of the fill spout 18, only the shortest length possible should extend outward from the sidewall of the wall panel 30. When the fill spout 18 is to be used, the cap 22 can be removed by cutting it off from the exposed fill spout 18. Of course, when the usefulness of the fill spout 18 is concluded with the grout being introduced into the grout tube 10, the fill spout can be cut off flush with the sidewall of the wall panel 30.
The grout tubes 10 are pre-positioned within the insulated wall panel 30 in accordance with the structural requirements of the interconnection of the wall segments and with the foundation. The placement of the grout tubes 10 approximates and mirrors the placement of the structural rods 40, 42 so that the interconnection can be easily accomplished by the placement of the upper wall panel 30 over the lower wall segment or foundation by mating the grout tubes 10 with the respective upstanding structural rods 40, 42 and then filling the grout tubes 10 through the fill spouts 18 oriented at a predetermined angle dependent upon the placement of the grout tubes 10 within the wall sections 34, 36 with a material that hardens around the structural rods 40, 42 holding the wall panels together. The integrated bellows-like connector 20 is a necessary element to the present invention as it is the connector 20 that facilitates the angle change required for the fill spout 18 to extend only slightly through the sidewall of the wall panel 30 the shortest possible distance. As described above, the angle of the bellows-like connector 20 is also dependent upon the precise placement of the grout tube 10 within the wall section 34, 36 with the angle changing the closer or farther away the grout tube 10 is to the exterior surface of the wall panel.
The grout tubes 10 are pre-positioned within the insulated wall panel 30 in accordance with the structural requirements of the interconnection of the wall segments and with the foundation. The placement of the grout tubes 10 approximates and mirrors the placement of the structural rods 40, 42 so that the interconnection can be easily accomplished by the placement of the upper wall panel 30 over the lower wall segment or foundation by mating the grout tubes 10 with the respective upstanding structural rods 40, 42 and then filling the grout tubes 10 through the fill spouts 18 oriented at a predetermined angle dependent upon the placement of the grout tubes 10 within the wall sections 34, 36 with a material that hardens around the structural rods 40, 42 holding the wall panels together. The integrated bellows-like connector 20 is a necessary element to the present invention as it is the connector 20 that facilitates the angle change required for the fill spout 18 to extend only slightly through the sidewall of the wall panel 30 the shortest possible distance. As described above, the angle of the bellows-like connector 20 is also dependent upon the precise placement of the grout tube 10 within the wall section 34, 36 with the angle changing the closer or farther away the grout tube 10 is to the exterior surface of the wall panel.
- 10-The present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof and, accordingly, the described embodiments are to be considered in all respects as being illustrative and not restrictive, with the scope of the invention being indicated by the appended claims, rather than the foregoing detailed description, as indicating the scope of the invention as well as all modifications which may fall within a range of equivalency which are also intended to be embraced therein.
-11-
Claims (13)
1. An elongated ovalized cylindrical tube member for use as a connection assisting device for joining pre-cast concrete panels or forms, said tube member comprising an integral elongate, imperforate, and ovalized hollow tubular body having a plurality of reinforcing ribs formed into the tubular body with an integrated bellows-like connector at the distal end of the tubular body for connecting said tube member to a fill spout, said fill spout extending away from the cylindrical tube member toward an exterior surface of the concrete panel or form.
2. The elongated ovalized cylindrical tube of claim 1, wherein the ovalized body and the plurality of reinforcing ribs structurally anchor said tube member within the concrete panel or form and prevent the tube from rotating within and pulling out of its position in the concrete panel or form, and further act to hold the grout-like hardening substance introduced into the tube member in position so that the grout will not easily move inward or outward from said tube member.
3. The elongated ovalized cylindrical tube member of claim 1 wherein, the integrated bellows-like connector seamlessly connects the tube member with the fill spout allowing for an infinite modification of the angle between the central axis orientation of the tube member and the central axis orientation of the fill spout.
4. The elongated ovalized cylindrical tube member of claim 3 wherein, said angle between the central axis orientation of the tube member and the central axis orientation of the fill spout varies depending upon the placement of the tube member closer to or farther away from a sidewall of the concrete panel or form.
5. The elongated ovalized cylindrical tube member of claim 1 wherein, the upper shoulder of each of the reinforcing ribs is angled inward at an angle suitable to deflect any structural rod inward toward the center of the grout tube.
6. A tube member for use as a connection device joining pre-cast concrete panels or forms, said tube member comprising an integral elongate, imperforate, and hollow tubular body of a smoothly curved generally non-cylindrical cross-section, said tube member having an outer wall including concrete-engaging circumferential corrugations propagating along the length of said body, an inner wall including grout-engaging circumferential corrugations propagating along the length of said body, a proximal open end, and an integrated bellows-like connector at its distal end for connecting said tube member to a fill spout, said fill spout extending away from the tube member toward an exterior surface of the concrete panel or form.
7. The tube member of claim 6 wherein, the integrated bellows-like connector seamlessly connects the tube member with the fill spout allowing for an infinite modification of the angle between the central axis orientation of the tubular body and the central axis orientation of the fill spout.
8. The tube member of claim 7 wherein, said angle between the central axis orientation of the tube member and the central axis orientation of the fill spout varies depending upon the placement of the tube member closer to or farther away from a sidewall of the concrete panel or form.
9. The tube member of claim 6 wherein, the upper shoulder of each of the concrete-engaging circumferential corrugations is angled inward at an angle suitable to deflect any structural rod inward toward the center of the grout tube.
10. A structural interconnection comprising a lower concrete member, an upper concrete member resting on top of the lower concrete member, and a connection device joining the members together, said connection device including an integral elongate, imperforate, and hollow tubular body of a smoothly curved generally non-cylindrical cross-section embedded in the bottom of the upper concrete member with said tubular body having a bottom open end facing the lower concrete member and a structural rod embedded in the lower concrete member, said rod extending upwardly through said bottom open end of said tubular body;
said tubular body having an outer wall including concrete-engaging circumferential corrugations propagating along the length of said body, an inner wall including grout-engaging circumferential corrugations propagating along the length of said body and an integrated bellows-like connector at its distal end for connecting said tubular body to a fill spout, said fill spout extending away from the tubular body toward an exterior surface of the upper concrete member; concrete in the upper member extending over and around said concrete-engaging corrugations surrounding said tubular body; a grout-like hardening substance introduced into the tubular body through said fill spout filling the interior of said tubular body and extending into said grout-engaging corrugations and surrounding the structural rod in the interior of said tubular body to form the connection.
said tubular body having an outer wall including concrete-engaging circumferential corrugations propagating along the length of said body, an inner wall including grout-engaging circumferential corrugations propagating along the length of said body and an integrated bellows-like connector at its distal end for connecting said tubular body to a fill spout, said fill spout extending away from the tubular body toward an exterior surface of the upper concrete member; concrete in the upper member extending over and around said concrete-engaging corrugations surrounding said tubular body; a grout-like hardening substance introduced into the tubular body through said fill spout filling the interior of said tubular body and extending into said grout-engaging corrugations and surrounding the structural rod in the interior of said tubular body to form the connection.
11. The tubular body of claim 10 wherein, the integrated bellows-like connector seamlessly connects the tubular body with the fill spout allowing for an infinite modification of the angle between the central axis orientation of the tubular body and the central axis orientation of the fill spout.
12. The tubular body of claim 11 wherein, said angle between the central axis orientation of the tubular body and the central axis orientation of the fill spout varies depending upon the placement of the tubular body closer to or farther away from a sidewall of the concrete member.
13. The tubular body of claim 10 wherein, the upper shoulder of each of the concrete-engaging circumferential corrugations is angled inward at an angle suitable to deflect any structural rod inward toward the center of the grout tube.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US14/680,146 | 2015-04-07 | ||
| US14/680,146 US20160298329A1 (en) | 2015-04-07 | 2015-04-07 | Inverted Grout Tube with Angled Fill Spout |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2889888A1 true CA2889888A1 (en) | 2016-10-07 |
Family
ID=57103713
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2889888A Abandoned CA2889888A1 (en) | 2015-04-07 | 2015-04-30 | Inverted grout tube with angled fill spout |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20160298329A1 (en) |
| CA (1) | CA2889888A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114808791A (en) * | 2022-05-16 | 2022-07-29 | 深圳汇生通科技股份有限公司 | Be used for open air multi-functional control pole setting |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019516035A (en) * | 2016-04-28 | 2019-06-13 | プレキャスト インディア インフラストラクチャーズ プライベート リミテッドＰｒｅｃａｓｔ Ｉｎｄｉａ Ｉｎｆｒａｓｔｒｕｃｔｕｒｅｓ Ｐｖｔ． Ｌｔｄ． | System and method for inter-wall connection to precast shear walls |
| CN106836657B (en) * | 2017-03-17 | 2022-03-25 | 北京市建筑设计研究院有限公司 | Repairing device and method for insufficient grouting of grouting sleeve or device for connecting reinforcing steel bars |
| US20210025157A1 (en) | 2018-03-31 | 2021-01-28 | Precast India Infrastructures Pvt. Ltd. | Precast structural element and method for connecting the precast structural element to each other |
| US20220042328A1 (en) * | 2020-08-04 | 2022-02-10 | Raise The Bar Detailing | Device and method for forming voids in concrete |
| CN113090068B (en) * | 2021-04-23 | 2023-01-24 | 天津核海源科技发展有限公司 | Vacuum pouring process for rush-repairing deep-buried building top concrete structure under limited conditions |
| CN113288381B (en) * | 2021-05-31 | 2022-08-26 | 河北省胸科医院 | Combined external fixing frame for fracture and using method thereof |
| CN113622559B (en) * | 2021-09-03 | 2022-02-18 | 耀华建设管理有限公司 | Civil building assembly type wall based on BIM and construction method thereof |
| CN114278109A (en) * | 2021-11-26 | 2022-04-05 | 深圳市众安工程技术有限公司 | Grouting reinforcement equipment used after displacement of building |
-
2015
- 2015-04-07 US US14/680,146 patent/US20160298329A1/en not_active Abandoned
- 2015-04-30 CA CA2889888A patent/CA2889888A1/en not_active Abandoned
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114808791A (en) * | 2022-05-16 | 2022-07-29 | 深圳汇生通科技股份有限公司 | Be used for open air multi-functional control pole setting |
| CN114808791B (en) * | 2022-05-16 | 2024-01-19 | 深圳汇生通科技股份有限公司 | A multi-functional control pole setting for it is outdoor |
Also Published As
| Publication number | Publication date |
|---|---|
| US20160298329A1 (en) | 2016-10-13 |
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