Free Civil Engineering Softwares Tutorials,Ebooks and Setups. Post Tensioning. Post- tensioning is a method of reinforcing (strengthening) concrete or other materials with high- strength steel strands or bars, typically referred to as tendons. Post- tensioning applications include office and apartment buildings, parking structures, slabs- on- ground, bridges, sports stadiums, rock and soil anchors, and water- tanks. In many cases, post- tensioning allows construction that would otherwise be impossible due to either site constraints or architectural requirements. Although post- tensioning systems require specialized knowledge and expertise to fabricate, assemble and install, the concept is easy to explain. Imagine a series of wooden blocks with holes drilled through them, into which a rubber band is threaded.
If one holds the ends of the rubber band, the blocks will sag. Post- tensioning can be demonstrated by placing wing nuts on either end of the rubber band and winding the rubber band so that the blocks are pushedtightly together.
Американское общество инженеров-механиков (англ. American Society of Mechanical Engineers, англ. ASME) основано в 1880 году с целью способствовать развитию. ASME BPVC Section V Nondestructive Examination. Тимошенко (1878-1972), русского механика, основоположника механики сплошных сред . Язык интерфейса: Русский Тип сборки: Standard Разрядность: 64-bit.. Фитинги трубопроводов ASME B 16.9, - Фитинги ASME B 16.11, - Фланцы ГОСТ Р .
If one holds the wing nuts after winding, the blocks will remain straight. The tightened rubber band is comparable to a post- tensioning tendon that has been stretched by hydraulic jacks and is held in place by wedge- type anchoring devices. BENEFITSTo fully appreciate the benefits of post- tensioning, it is helpful to know a little bit about concrete.
Concrete is very strong in compression but weak in tension, i. In conventional concrete construction, if a load such as the cars in aparking garage is applied to a slab or beam, the beam will tend to deflect or sag. This deflection will cause the bottom of the beam to elongate slightly. Even a slight elongation is usually enough to cause cracking.
Стандарты ASME/ANSI B16.5 и B16.47 приняты Американским обществом инженеров-механиков (American Society of Mechanical Engineers, ASME) и Американским национальным институтом стандартов (American National Standards Institute, ANSI). А ты писать по- русски научись, а потом уже на си. AusTiN 5 октября Смотреть на YouTube: www.youtube.com/watch? v =DvQ_PRw_45E. Американское общество инженеров-механиков (англ. American Society of Mechanical Engineers, англ. ASME) основано в 1880 году с целью способствовать развитию ASME BPVC Section V Nondestructive Examination Тимошенко (1878-1972), русского механика, основоположника механики сплошных сред. «Переговоры прошли успешно, достигнуты основные договоренности по делегированию Информационной сети “Техэксперт” полномочий по организации перевода стандартов ASME на русский язык для нужд всех заинтересованных в этом российских компаний.
Файл формата rar. Раздел: Стандарты Америки (AS) → ASME. Valves — flanged, threaded, and welding end Арматура с фланцами, патрубками резьбовыми и под приварку Американский Национальный Стандарт русский и английский варианты Настоящий Стандарт применяется в.. ASME B16.5 – ASME B16.47. Давление: Class 150 – 2500 (Ру 20-420 кгс/см2). Фланцы комплектуются про-кладками по стандартам ASME B16.20, ASME B16.21 – металлическими овального и восьмиугольного сечения, спирально-навитыми прокладками. Основанное в 1880 году с целью способствовать развитию искусства, науки и машиностроения, ASME (American Society Of Mechanical Engineers, Американское общество инженеров-механиков) сегодня - это профессиональная некоммерческая организация.
Steel reinforcing bars (“rebar”) are typically embedded in theconcrete as tensile reinforcement to limit the crack widths. Rebar is what is called “passive” reinforcement however; it does not carry any force until the concrete has already deflected enough to crack. Post- tensioning tendons, on the other hand, are considered “active” reinforcing. Because it is pre stressed, the steel is effective as reinforcement eventhough the concrete may not be cracked.
Post- tensioned structures can be designed to have minimal deflection and cracking, even under full load. DVANTAGES/APPLICATIONSThere are post- tensioning applications in almost all facets of construction. In building construction, post- tensioning allows longer clear spans, thinner slabs, fewer beams andmore slender, dramatic elements. Thinner slabs mean less concrete is required.
In addition, it means a lower overall building height for the same floor- to- floor height. Post- tensioning can thus allow a significant reduction in building weight versus a conventional concrete building with the same number of floors. This reduces the foundation load and canbe a major advantage in seismic areas. A lower building height can also translate to considerable savings in mechanical systems and façade costs.
Another advantage ofpost- tensioning is that beams and slabs can be continuous, i. Structurally, this is much more efficientthan having a beam that just goes from one column to the next. Post- tensioning is the system of choice for parking structures since it allows a high degree of flexibility in the column lay- out, span lengths and ramp configurations. Post- tensioned parking garages can be either stand- alone structures or one or more floors in an office or residential building. In areaswhere there are expansive clays or soils with low bearing capacity, post- tensioned slabs- on- ground and mat foundations reduce problems with cracking and differential settlement. Post- tensioning allows bridges to be built to very demanding geometry requirements, including complex curves, variable superelevation and significant grade changes. Post- tensioning also allows extremely long span bridges to be constructed without the use of temporary intermediate supports.
This minimizes the impact on the environment and avoids disruption to water or road traffic below. In stadiums, post- tensioning allows long clear spans and very creative architecture. Post- tensioned rock and soil anchors are used in tunneling and slope stabilization and as tie- backs for excavations. Post- tensioning can also be used to produce virtually crack- free concrete for water- tanks. TERMINOLOGYA post- tensioning "tendon" is defined as a complete assembly consisting of the anchorages, the prestressing strand or bar, the sheathing or duct and any grout or corrosion- inhibiting coating (grease) surrounding the prestressing steel. There are two main types of post- tensioning: unbonded and bonded (grouted).
An unbonded tendon is one in which the prestressing steel is not actually bonded to the concrete that surrounds it except at the anchorages. The most common unbonded systems are monostrand (single strand) tendons, which are used in slabs and beams for buildings, parking structures and slabs- on- ground.
A monostrand tendon consists of a seven- wire strand that is coated with a corrosion- inhibitinggrease and encased in an extruded plastic protective sheathing. The anchorage consists of an iron casting and a conical, two- piece wedge which grips the strand.
In bonded systems, two or more strands are inserted into a metal or plastic duct that is embedded in the concrete. Thestrands are stressed with a large, multi- strand jack and anchored in a common anchorage device. The duct is then filled with a cementitious grout that provides corrosion protection to the strand and bonds the tendon to the concrete surrounding the duct.
Bonded systems are more commonly used in bridges, both in the superstructure (the roadway) and in cable- stayed bridges, the cable- stays. In buildings, they are typically only used in heavily loaded beams such as transfer girders and landscaped plaza decks where the large number of strands required makes them more economical. Rock and soil anchors are also bonded systems but theconstruction sequence is somewhat different. Typically, a cased hole is drilled into the side of the excavation, the hillside or the tunnel wall. A tendon is inserted into the casing and then the casing is grouted.
Once the grout has reached sufficient strength, the tendon is stressed. In slope and tunnel wall stabilization, the anchors hold loose soil and rock together; in excavations they hold the wood lagging and steel piles in place. CRITICAL ELEMENTSThere are several critical elements in a post- tensioning system.
In unbonded construction, the plastic sheathing acts as a bond breaker between the concrete and the prestressingstrands. It also provides protection against damage by mechanical handling and serves as a barrier that prevents moisture and chemicals from reaching the strand. The strand coating material reduces friction between the strand and the sheathing and provides additional corrosion protection.
Anchorages are another critical element, particularly in unbonded systems. After the concrete has cured andobtained the necessary strength, the wedges are inserted nside the anchor casting and the strand is stressed. When the jack releases the strand, the strand retracts slightly and pulls the wedges into the anchor. This creates a tight lock on the strand.
The wedges thus maintain the applied force in the tendon and transfer it to the surrounding concrete. In corrosive environments, the anchorages and exposed strand tails are usually covered with a housing and cap for added protection. CONSTRUCTIONIn building and slab- on- ground construction, unbonded tendons are typically prefabricated at a plant and delivered to the construction site, ready to install. The tendons are laid out in the forms in accordance with installation drawings that indicate how they are to be spaced, what their profile (height above the form) should be, and where they are to be stressed. After the concrete is placed and has reached its required strength, usually between 3. The tendons, like rubber bands, want to return to their original length but are prevented from doing so by the anchorages.
The fact the tendons are kept in a permanently stressed (elongated) state causes a compressive force to act on the concrete. The compression that results from the post- tensioning counteracts the tensile forces created by subsequent applied loading (cars, people, the weight of the beam itself when the shoring is removed). This significantly increases the load- carrying capacity of the concrete. Since post- tensioned concrete is cast in place at the job site, there is almost no limit to the shapes that can be formed. Curved facades, arches and complicated slab edge layouts are often a trademark of post- tensioned concrete structures.
Post- tensioning has been used to advantage in a number of very aesthetically designed bridges. ENSURING QUALITY CONSTRUCTIONThe amount of post- tensioning strand sold has almost doubled in the last ten years and the post- tensioning industryis continuing to grow rapidly. To ensure quality construction,the Post- Tensioning Institute (PTI) has implemented both a Plant Certification Program and a Field Personnel Certification Training Course.
By specifying that the plant and the installers be PTI certified, engineers can ensure the level of quality that the owner will expect. PTI also publishes technical documents and reference manuals covering various aspects of post- tensioned design and construction.