|6040546||Method and apparatus for cutting a tendon used in a post-tension anchor system||2000-03-21||Sorkin|
|5897102||Pocketformer apparatus for a post-tension anchor system||1999-04-27||Sorkin|
|5755065||Method and apparatus for forming an anchorage of a post-tension system||1998-05-26||Sorkin||52/223.13|
|5436425||Method and apparatus for plasma cable cutting||1995-07-25||Sorkin|
|4773198||Post-tensioning anchorages for aggressive environments||1988-09-27||Reinhardt||52/223.13|
|4363462||Recoverable formwork part for forming the anchoring location of a tendon in a concrete structural component||1982-12-14||Wlodkowski||249/190|
|4053974||Method of forming a concrete structure with a recess to receive an anchorage||1977-10-18||Howlett et al.|
|3956797||Anchorage body for anchoring tendons with wedges||1976-05-18||Brandestini et al.|
|3844697||TENDON ANCHORAGE ASSEMBLY WITH THREADED SUPPORT MEMBER FOR CONCRETE FORMWORK||1974-10-29||Edwards|
The present invention relates to post-tension anchor systems generally. More particularly, the present invention relates to pocketformers which are used for the creation of a pocket in concrete adjacent an end of the tendon in the anchor system. Additionally, the present invention relates to devices for securing the pocketformer in place at the end of the anchorage system.
For many years, the design of concrete structures imitated typical steel design of column, girder and beam. With technological advances in structural concrete, however, its own form began to evolve. Concrete has the advantages of lower cost than steel, of not requiring fireproofing, and of its plasticity, a quality that lends itself to free flowing or boldly massive architectural concepts. On the other hand, structural concrete, though quite capable of carrying almost any compressive (vertical) load, is extremely weak in carrying significant tensile loads. It becomes necessary, therefore, to add steel bars, called reinforcements, to concrete, thus allowing the concrete to carry the compressive forces and the steel to carry the tensile (horizontal) forces.
Structures ofreinforced concrete may be constructed with load-bearing walls, but this method does not use the full potentialities of the concrete. The skeleton frame, in which the floors and roofs rest directly on exterior and interior reinforced-concrete columns, has proven to be most economic and popular. Reinforced concrete framing is seemingly a quite simple form of construction. First, wood or steel forms are constructed in the sizes, positions, and shapes called for by engineering and design requirements. The steel reinforcing is then placed and held in position by wires at its intersections. Devices known as chairs and spacers are used to keep the reinforcing bars apart and raised off t he form work. The size an number of the steel bars depends completely upon the imposed loads and the need to transfer these loads evenly throughout the building and down to the foundation. After the reinforcing is set in place, the concrete, a mixture of water, cement, sand, and stone or aggregate, of proportions calculated to produce the required strength, is placed, care being taken to prevent voids or honeycombs.
One of the simplest designs in concrete frames is the beam-and-slab. This system follows ordinary steel design that uses concrete beams that are cast integrally with the floor slabs. The beam-and-slab system is often used in apartment buildings and other structures where the beams are not visually objectionable and can be hidden. The reinforcement is simple and the forms for casting can be utilized over and over for the same shape. The system, therefore, produces an economically viable structure. With the development of flat-slab construction, exposed beams can be eliminated. In this system, reinforcing bars are projected at right angles and in two directions from every column supporting flat slabs spanning twelve or fifteen feet in both directions.
Reinforced concrete reaches its highest potentialities when it is used in pre-stressed or post-tensioned members. Spans as great as 100 feet can be attained in members as deep as three feet for roof loads. The basic principal is simple. In pre-stressing, reinforcing rods of high tensile strength wires are stretched to a certain determined limit and then high-strength concrete is placed around them. When the concrete has set, it holds the steel in a tight grip, preventing slippage or sagging. Post-tensioning follows the same principal, but the reinforcing is held loosely in place while the concrete is placed around it. The reinforcing is then stretched by hydraulic jacks and securely anchored into place. Prestressing is done with individual members in the shop and post-tensioning as part of the structure on the site.
In a typical tendon tensioning anchor assembly in such post-tensioning operations, there is provided a pair of anchors for anchoring the ends of the tendons suspended therebetween. In the course of installing the tendon tensioning anchor assembly in a concrete structure, a hydraulic jack or the like is releasably attached to one of the exposed ends of the tendon for applying a predetermined amount of tension to the tendon. When the desired amount of tension is applied to the tendon, wedges, threaded nuts, or the like, are used to capture the tendon and, as the jack is removed from the tendon, to prevent its relaxation and hold it in its stressed condition.
In such post-tension construction, the tendons are anchored and cut off just inside the face of the structure in what are termed “pockets”. The “pockets” surrounding the tendon end are filled with a concrete grout. A “pocketformer” is placed in the concrete adjacent to the face of the structure and against an end of the terminal anchor. After the concrete is suitably hardened, a form board is removed and the pocketformer is removed so as to expose the pocket. The ends of the tendon extend outwardly of the pocket. After the tensioning has occurred, the pocket is then filled with a concrete grout so as to be flush with the face of the structure.
One of the problems with the pocketformer
In the past, various patents have issued relating to pocketformers that serve to retain the pocketformer in place, against the form board, during the installation of the anchor. For example, U.S. Pat. No. 3,844,697, issued on Oct. 29, 1974 to H. J. W. Edwards describes an anchorage assembly including an anchor having a hollow housing and a means therein for engaging a stressing tendon passing therethrough. The hollow member is removably attached to the anchor housing and to the concrete formwork and fixing the relative position of the anchor housing to the formwork. The member surrounds the tendon between the anchor housing and the formwork and is adapted and arranged to be detached from the anchor housing after the concrete has set. A cavity forming spacer is provided which surrounds the member and is disposed between and seals against the anchor housing and the formwork to form a cavity in the concrete.
U.S. Pat. No. 3,956,797, issued on May 18, 1976 to Brandestini describes a pocketformer apparatus in which the pocketformer is initially threaded into the interior opening of a steel anchor. As such, the steel anchor will have internal threads which threadedly receive the external threads on the end of the pocketformer. The pocketformer includes an interior bore through which the tendon passes. On the opposite end of the pocketformer is a threaded section which extends on an opposite side of the form board from the anchor. A threaded nut is threadedly received by the threads of the pocketformer which extend on the opposite side of the form board.
U.S. Pat. No. 4,053,974, issued on Oct. 18, 1977 to Howlett et al. describes a method of forming a concrete structure with a recess to receive an anchorage. This method includes a tubular mounting means mounted to extend over the tendon and through an opening in a bearing or anchor plate in order to secure the bearing plate in a fixed position aligned in relation to the tendon for casting the bearing plate into the concrete member in a predetermined orientation. A spacing means is provided between the form board and the anchor plate so as to allow the anchor plate to be cast into a recess in the concrete member.
U.S. Pat. No. 4,363,462, issued on Dec. 14, 1982 to Wldodkowski et al. teaches a formwork for a concrete structural member. This device includes a recoverable formwork part. The recoverable part has an axially elongated sheath which closely encloses a tendon. A cup-shaped part is formed integrally with the sheath and is arranged to form at least a portion of the recess in the concrete member. When assembled on the formwork, one end of the sheath is arranged to be located within the concrete when it is poured and the other end is located on the exterior of the formwork. The cup-shaped part is located intermediate of the ends of the sheath and just inside the formwork. A member is engageable with the sheath for attaching it to the formwork.
U.S. Pat. No. 5,897,102, issued on Apr. 27, 1999 to the present inventor, describes a pocketformer apparatus for a post-tension anchor system. This pocketformer apparatus includes a tubularmember with an outwardly flanged end, a securement member affixed to the tubularmember, and a cup member having an interior opening such that the tubular member extends through the interior opening. The tubular member has an interior passageway extending from the flanged end to another end. The flanged end engages an anchor of the post-tension anchor system. The cup member is interposed between the flanged end and the securement member on the tubular member. The tubular member has an externally threaded area extending inwardly of the end opposite the flanged end. The securement member is threadedly received by the externally threaded area. An annular ring is formed on the flanged end of the tubular member so as to engage a receptacle formed in the encapsulation of the anchor. The securement member, the cup member and the tubular member are formed of a polymeric material.
Although the system described in U.S. Pat. No. 5,897,102 has performed well in actual usage, the system described in this patent is particularly adapted for use in association with an encapulated anchor. In particular, the flanged end of the tubular member engages the cap-receiving opening at the end of the encapsulation of the anchor member. In certain circumstances, certain construction requirements specify the use of a unencapsulated anchor. When such construction projects are specified, the system described in U.S. Pat. No. 5,897,102 cannot be adequately utilized. As such, a need has developed so as to provide a nailless pocketformer system whereby the system would accommodate unencapsulated anchorages.
U.S. Pat. No. 5,436,425, issued on Jul. 25, 1995 to the present inventor, describes a system whereby the tendon can be properly cut by using a plasma cutting torch. The present inventor is also the owner of U.S. application Ser. No.: 09/317,097, filed on May 23, 1999, for another system for the cutting of a tendon used in post-tension anchor systems. These systems utilize a plasma cutting torch which utilizes a positioning element for interconnecting the head of a plasma cutting torch with a tendon to be severed. The pocket into which the plasma cutting torch and positioning element are inserted has a particular configuration so as to allow enough space for the apparatus. In actual use, the product described in this patent and this patent application has been very successful. As such, a need has existed for the use of such a plasma cutting torch in association with unencapsulated anchor systems.
It is an object of the present invention to provide a pocketformer system which allows the anchor to be properly secured in place relative to the form board.
It is another object of the present invention to provide a pocketformer system whereby an unencapsulated anchor can be properly positioned relative to the form board without the use of nails.
It is a further object of the present invention to provide a pocketformer system whereby a pocket is formed which allows a plasma cutting torch and associated positioning elements to be used for the severing of the tendon in the pocket.
It is a further object of the present invention to provide a pocketformer system which eliminates the need for nails or threaded members for the attachment of the anchor relative to the form board.
It is still another object of the present invention to provide a pocketformer system which is easy to use, relatively inexpensive and easy to manufacture.
These and other objects and advantages of the present invention will become apparent from a reading of the attached specification and appended claims.
The present invention is a pocketformer apparatus for post-tension construction which comprises an anchor member having a wedge-receiving cavity, a tubular member extending through the wedge-receiving cavity, a first securement member affixed to a first end of the tubular member, a cup member extending over the tubular member, and a second securement member affixed to a second end of the tubular member. The cup member is interposed between the second securement member and the anchor member. The tubular member extends through a hole in a form board. The second securement member is positioned on one side of the form board. The cup member and the anchor member are positioned on an opposite side of the form board.
The second end of the tubular member extends outwardly of one side of the form board. The second securement member is affixed to the second end of the tubular member so as to have a surface in abutment with one side of the form board. The cup member has a wide end and a narrow end. The wide end of the cup member is in surface-to-surface contact with the opposite side of the form board. The narrow end of the cup member has positioning elements extending outwardly therefrom. The anchor member is received between the positioning elements such that the wedge-receiving cavity is in axial alignment with the interior opening of the cup member.
In the present invention, the anchor member is, preferably, an unencapsulated steel anchor.
In the present invention, the wedge-receiving cavity of the anchor member is tapered so as to have a narrow end adjacent to one side of the anchor member and a wide end adjacent an opposite side of the anchor member. The tubular member has a portion which is tapered so as to conform with the taper of the wedge-receiving cavity. The first securement member is of an annular configuration and is threadedly secured to the first end of the tubular member. The first securement member has a rim portion of greater thickness than a remainder of the first securement member.
In the present invention, a tendon extends through the tubular member. The second securement member is threadedly secured around the second end of the tubular member. In the preferred embodiment of the present invention, the cup member will have a double oval shape.
The present invention is also a method for the forming of a pocket in a concrete structure. This method comprises the steps of: (1) placing a tubular member through a wedge-receiving cavity of an anchor member such that a first end of the tubular member extends outwardly of a side of the anchor member; (2) affixing a first securement member onto the first end of the tubular member; (3) positioning a cup member over the tubular member such that a narrow end of the cup member faces an opposite side of the anchor member; (4) extending the tubular member through a hole in the form board such that a wide end of the cup member faces one side of the form board and such that a second end of the tubular member extends outwardly of an opposite side of the form board; (5) affixing a second securement member over the second end of the tubular member; (6) extending a tendon through the tubular members; (7) pouring concrete over an exterior of the anchor member and the cup member within one side of the form board; and (8) solidifying the concrete.
In particular, in this method, so as to completely form the pocket, the second securement member is removed from the second end of the tubular member and the form board and the cup member are also removed from the tubular member so as to expose a pocket, which is shaped like an exterior surface of the cup member. The tubular member is then pulled from the wedge-receiving cavity of the anchor member. This step of removing the tubular member from the cavity of the anchor member is accomplished by rotating the tubular member so as to threadedly detach the first end of the tubular member from engagement with the first securement member.
As can be seen in
The cup member
The cup member
The second securement member
Unlike the prior art pocketformer systems described in the patents issued to the present inventor and described hereinbefore, the present invention does not require engagement with the encapsulation of the anchor member. The tubular member
Specifically, with respect to the installation of the present invention for the formation of a pocket in the concrete
Since the cutting depth of the torch is restricted, and since the cutting down within the pocket
In the system shown in prior application Ser. No. 09/317,097 the positioning and shielding apparatus
As can be seen in
As can be seen by
The foregoing disclosure and description of the invention is illustrative and explanatory thereof. Various changes in the details of the illustrated construction can be made within the scope of the appended claims without departing from the true spirit of the invention. The present invention should only be limited by the following claims and their legal equivalents.