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    Π–Π΅Π»Π΅Π·ΠΎΠ±Π΅Ρ‚ΠΎΠ½Π½Ρ‹Π΅ стойки стСндового Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½ΠΎΠ³ΠΎ формования для ΠΎΠΏΠΎΡ€ Π²ΠΎΠ·Π΄ΡƒΡˆΠ½Ρ‹Ρ… Π»ΠΈΠ½ΠΈΠΉ 0,4–10 ΠΊΠ’

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    When using the technology of long-line formwork-free shaping for the manufacture of reinforced concrete structures, industrial engineering can be conducted in accordance with the requirements of modern regulatory documents. This allows projects to be developed individually, and production lines can be readjusted in a short time in accordance with emerging needs. In this regard, the possibility of using reinforced concrete posts produced by the technology of long-line formwork-free shaping for 0.4-10 kV overhead line supports is being considered. The designs of such supports are developed on the standard basis of the product range. The problem of establishing the minimum number (two) of cross-sections with different geometric dimensions for all brands of the offered posts is solved, subject to the operational requirements and technological specifications of production. The cross-sections of the proposed posts represent trapeziums, with the dimensions of the upper bases smaller than the dimensions of the lower bases in order to maintain the shape of the freshly formed concrete body of the posts made using long-line formwork-free shaping technology. For posts up to 11.0 m long, a solid cross-section with trapezoid edges is proposed: h = 245 mm; b = 150 mm (an upper base); b1 = 180 mm (a lower base). In the middle part of the cross-section of posts with a length of 11.0 to 16.4 m there is a cavity along the entire length of the posts. Cross-sectional dimensions of such posts are h = 300 mm; b = 205 mm, b1 = 235 mm. Long-line formwork-free shaping technology provides for the reinforcement of prestressed structures with high-strength wire or rope reinforcement. The proposed posts are rein-forced with 5Π’Ρ€1400 rods, therefore, during their operation, the formation of cracks in the tensile zone of concrete is not fore-seen. The rods are located in groups at all corner sections along the cross-section of the post with an equal number of rods in each group, taking into account the technological features of the long-line formwork-free shaping. For the proposed cross-section of hollow posts, produced by long-line formwork-free shaping for 0.4–10 kV overhead line supports, a patent for autility model has been obtained from the Agency for Intellectual Property of Uzbekistan. Qualitative characteristics of the posts for overhead line supports are low material consumption, versatility, manufacturability, innovation, which lies in the fact that their implementation is associated with the design, manufacture and testing of experimental products for use by specific consumers, i. e. with the commercialization.ΠŸΡ€ΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ Ρ‚Π΅Ρ…Π½ΠΎΠ»ΠΎΠ³ΠΈΠΈ стСндового Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½ΠΎΠ³ΠΎ формования для изготовлСния ΠΆΠ΅Π»Π΅Π·ΠΎΠ±Π΅Ρ‚ΠΎΠ½Π½Ρ‹Ρ… конструкций Π΄Π°Π΅Ρ‚ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡ‚ΡŒ вСсти ΠΈΠ½Π΄ΡƒΡΡ‚Ρ€ΠΈΠ°Π»ΡŒΠ½ΠΎΠ΅ ΡΡ‚Ρ€ΠΎΠΈΡ‚Π΅Π»ΡŒΡΡ‚Π²ΠΎ Π² соотвСтствии с трСбованиями соврСмСнных Π½ΠΎΡ€ΠΌΠ°Ρ‚ΠΈΠ²Π½Ρ‹Ρ… Π΄ΠΎΠΊΡƒΠΌΠ΅Π½Ρ‚ΠΎΠ². Π­Ρ‚ΠΎ позволяСт Ρ€Π°Π·Ρ€Π°Π±ΠΎΡ‚ΠΊΡƒ ΠΏΡ€ΠΎΠ΅ΠΊΡ‚ΠΎΠ² Π²Ρ‹ΠΏΠΎΠ»Π½ΡΡ‚ΡŒ ΠΈΠ½Π΄ΠΈΠ²ΠΈΠ΄ΡƒΠ°Π»ΡŒΠ½ΠΎ, Π° производство Π·Π° ΠΊΠΎΡ€ΠΎΡ‚ΠΊΠΈΠΉ срок ΠΏΠ΅Ρ€Π΅Π½Π°Π»Π°Π΄ΠΈΡ‚ΡŒ Π² соотвСтствии с Π²ΠΎΠ·Π½ΠΈΠΊΠ°ΡŽΡ‰ΠΈΠΌΠΈ потрСбностями. Π’ ΡΡ‚Π°Ρ‚ΡŒΠ΅ рассмотрСна Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡ‚ΡŒ примСнСния ΠΆΠ΅Π»Π΅Π·ΠΎΠ±Π΅Ρ‚ΠΎΠ½Π½Ρ‹Ρ… стоСк, ΠΏΡ€ΠΎΠΈΠ·Π²ΠΎΠ΄ΠΈΠΌΡ‹Ρ… ΠΏΠΎ Ρ‚Π΅Ρ…Π½ΠΎΠ»ΠΎΠ³ΠΈΠΈ стСндового Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½ΠΎΠ³ΠΎ формования, для ΠΎΠΏΠΎΡ€ Π²ΠΎΠ·Π΄ΡƒΡˆΠ½Ρ‹Ρ… Π»ΠΈΠ½ΠΈΠΉ 0,4–10 ΠΊΠ’. ΠšΠΎΠ½ΡΡ‚Ρ€ΡƒΠΊΡ†ΠΈΠΈ Ρ‚Π°ΠΊΠΈΡ… ΠΎΠΏΠΎΡ€ Ρ€Π°Π·Ρ€Π°Π±ΠΎΡ‚Π°Π½Ρ‹ Π½Π° Ρ‚ΠΈΠΏΠΎΠ²ΠΎΠΉ Π±Π°Π·Π΅ Π½ΠΎΠΌΠ΅Π½ΠΊΠ»Π°Ρ‚ΡƒΡ€Ρ‹ ΠΈΠ·Π΄Π΅Π»ΠΈΠΉ. РСшСна Π·Π°Π΄Π°Ρ‡Π° ΠΏΠΎ ΡƒΡΡ‚Π°Π½ΠΎΠ²Π»Π΅Π½ΠΈΡŽ минимального количСства (Π΄Π²ΡƒΡ…) ΠΏΠΎΠΏΠ΅Ρ€Π΅Ρ‡Π½Ρ‹Ρ… сСчСний с Ρ€Π°Π·Π»ΠΈΡ‡Π½Ρ‹ΠΌΠΈ гСомСтричСскими Ρ€Π°Π·ΠΌΠ΅Ρ€Π°ΠΌΠΈ для всСх ΠΌΠ°Ρ€ΠΎΠΊ ΠΏΡ€Π΅Π΄Π»Π°Π³Π°Π΅ΠΌΡ‹Ρ… стоСк ΠΏΡ€ΠΈ соблюдСнии эксплуатационных Ρ‚Ρ€Π΅Π±ΠΎΠ²Π°Π½ΠΈΠΉ ΠΈ тСхнологичСских условий производства. ΠŸΠΎΠΏΠ΅Ρ€Π΅Ρ‡Π½Ρ‹Π΅ сСчСния стоСк, ΠΈΠ·Π³ΠΎΡ‚ΠΎΠ²Π»Π΅Π½Π½Ρ‹Ρ… ΠΏΠΎ стСндовой Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½ΠΎΠΉ Ρ‚Π΅Ρ…Π½ΠΎΠ»ΠΎΠ³ΠΈΠΈ, ΠΏΡ€Π΅Π΄ΡΡ‚Π°Π²Π»ΡΡŽΡ‚ собой Ρ‚Ρ€Π°ΠΏΠ΅Ρ†ΠΈΠΈ, Ρƒ ΠΊΠΎΡ‚ΠΎΡ€Ρ‹Ρ… Ρ€Π°Π·ΠΌΠ΅Ρ€Ρ‹ Π²Π΅Ρ€Ρ…Π½ΠΈΡ… оснований мСньшС Π½ΠΈΠΆΠ½ΠΈΡ…, Ρ‡Ρ‚ΠΎ способствуСт ΡΠΎΡ…Ρ€Π°Π½Π΅Π½ΠΈΡŽ Ρ„ΠΎΡ€ΠΌΡ‹ свСТСотформованного Π±Π΅Ρ‚ΠΎΠ½Π°. Для стоСк Π΄Π»ΠΈΠ½ΠΎΠΉ Π΄ΠΎ 11,0 ΠΌ ΠΏΡ€Π΅Π΄Π»ΠΎΠΆΠ΅Π½ΠΎ сплошноС ΠΏΠΎΠΏΠ΅Ρ€Π΅Ρ‡Π½ΠΎΠ΅ сСчСниС с гранями Ρ‚Ρ€Π°ΠΏΠ΅Ρ†ΠΈΠΈ: h = 245 ΠΌΠΌ; b = 150 ΠΌΠΌ (вСрхняя); b1 = 180 ΠΌΠΌ (ниТняя). Π’ срСднСй части ΠΏΠΎΠΏΠ΅Ρ€Π΅Ρ‡Π½ΠΎΠ³ΠΎ сСчСния стоСк Π΄Π»ΠΈΠ½ΠΎΠΉ ΠΎΡ‚ 11,0 Π΄ΠΎ 16,4 ΠΌ имССтся ΠΏΠΎΠ»ΠΎΡΡ‚ΡŒ ΠΏΠΎ всСй Π΄Π»ΠΈΠ½Π΅ стойки. Π Π°Π·ΠΌΠ΅Ρ€Ρ‹ Π³Ρ€Π°Π½Π΅ΠΉ стойки: h = 300 ΠΌΠΌ; b = 205 ΠΌΠΌ; b1 = 235 ΠΌΠΌ ВСхнология стСндового Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½ΠΎΠ³ΠΎ формования прСдусматриваСт Π°Ρ€ΠΌΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅ ΠΏΡ€Π΅Π΄Π²Π°Ρ€ΠΈΡ‚Π΅Π»ΡŒΠ½ΠΎ напряТСнных конструкций высокопрочной ΠΏΡ€ΠΎΠ²ΠΎΠ»ΠΎΡ‡Π½ΠΎΠΉ ΠΈΠ»ΠΈ ΠΊΠ°Π½Π°Ρ‚Π½ΠΎΠΉ Π°Ρ€ΠΌΠ°Ρ‚ΡƒΡ€ΠΎΠΉ ΠŸΡ€Π΅Π΄Π»Π°Π³Π°Π΅ΠΌΡ‹Π΅ стойки Π°Ρ€ΠΌΠΈΡ€ΡƒΡŽΡ‚ΡΡ стСрТнями напрягаСмой ΠΏΡ€ΠΎΠ²ΠΎΠ»ΠΎΡ‡Π½ΠΎΠΉ Π°Ρ€ΠΌΠ°Ρ‚ΡƒΡ€Ρ‹ Π΄ΠΈΠ°ΠΌΠ΅Ρ‚Ρ€ΠΎΠΌ 5 ΠΌΠΌ класса Π’Ρ€1400, поэтому прСдусматриваСтся ΠΏΡ€ΠΎΠ΅ΠΊΡ‚ΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅ стоСк Π±Π΅Π· образования Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½ Π² Ρ‚Π΅Π»Π΅ Π±Π΅Ρ‚ΠΎΠ½Π° ΠΏΡ€ΠΈ эксплуатации. ΠŸΡ€ΠΎΠ²ΠΎΠ»ΠΎΡ‡Π½Π°Ρ Π°Ρ€ΠΌΠ°Ρ‚ΡƒΡ€Π° располагаСтся Π³Ρ€ΡƒΠΏΠΏΠ°ΠΌΠΈ Π²ΠΎ всСх ΡƒΠ³Π»ΠΎΠ²Ρ‹Ρ… участках ΠΏΠΎΠΏΠ΅Ρ€Π΅Ρ‡Π½ΠΎΠ³ΠΎ сСчСния стойки с Ρ€Π°Π²Π½Ρ‹ΠΌ количСством ΠΏΡ€ΠΎΠ²ΠΎΠ»ΠΎΠΊΠΈ Π² ΠΊΠ°ΠΆΠ΄ΠΎΠΉ Π³Ρ€ΡƒΠΏΠΏΠ΅ с ΡƒΡ‡Π΅Ρ‚ΠΎΠΌ тСхнологичСских особСнностСй стСндов Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½ΠΎΠ³ΠΎ формования. На ΠΏΡ€Π΅Π΄Π»Π°Π³Π°Π΅ΠΌΠΎΠ΅ ΠΏΠΎΠΏΠ΅Ρ€Π΅Ρ‡Π½ΠΎΠ΅ сСчСниС ΠΏΠΎΠ»Ρ‹Ρ… стоСк, ΠΏΡ€ΠΎΠΈΠ·Π²ΠΎΠ΄ΠΈΠΌΡ‹Ρ… стСндовым Π±Π΅Π·ΠΎΠΏΠ°Π»ΡƒΠ±ΠΎΡ‡Π½Ρ‹ΠΌ Ρ„ΠΎΡ€ΠΌΠΎΠ²Π°Π½ΠΈΠ΅ΠΌ, для ΠΎΠΏΠΎΡ€ Π²ΠΎΠ·Π΄ΡƒΡˆΠ½Ρ‹Ρ… Π»ΠΈΠ½ΠΈΠΉ напряТСниСм 0,4–10 ΠΊΠ’ ΠΏΠΎΠ»ΡƒΡ‡Π΅Π½ ΠΏΠ°Ρ‚Π΅Π½Ρ‚ Π½Π° ΠΏΠΎΠ»Π΅Π·Π½ΡƒΡŽ модСль Π² АгСнтствС ΠΏΠΎ ΠΈΠ½Ρ‚Π΅Π»Π»Π΅ΠΊΡ‚ΡƒΠ°Π»ΡŒΠ½ΠΎΠΉ собствСнности РСспублики УзбСкистан. ΠšΠ°Ρ‡Π΅ΡΡ‚Π²Π΅Π½Π½Ρ‹Π΅ характСристики стоСк ΠΎΠΏΠΎΡ€ Π²ΠΎΠ·Π΄ΡƒΡˆΠ½Ρ‹Ρ… Π»ΠΈΠ½ΠΈΠΉ – это низкая ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΠ°Π»ΠΎΠ΅ΠΌΠΊΠΎΡΡ‚ΡŒ, ΡƒΠ½ΠΈΠ²Π΅Ρ€ΡΠ°Π»ΡŒΠ½ΠΎΡΡ‚ΡŒ, Ρ‚Π΅Ρ…Π½ΠΎΠ»ΠΎΠ³ΠΈΡ‡Π½ΠΎΡΡ‚ΡŒ, ΠΊΡ€ΠΎΠΌΠ΅ Ρ‚ΠΎΠ³ΠΎ, ΠΈΠ½Π½ΠΎΠ²Π°Ρ†ΠΈΠΎΠ½Π½ΠΎΡΡ‚ΡŒ, ΠΏΠΎΡΠΊΠΎΠ»ΡŒΠΊΡƒ связаны с конструированиСм, ΠΈΠ·Π³ΠΎΡ‚ΠΎΠ²Π»Π΅Π½ΠΈΠ΅ΠΌ ΠΈ испытаниСм ΠΎΠΏΡ‹Ρ‚Π½Ρ‹Ρ… ΠΈΠ·Π΄Π΅Π»ΠΈΠΉ для использования ΠΊΠΎΠ½ΠΊΡ€Π΅Ρ‚Π½Ρ‹ΠΌΠΈ потрСбитСлями, Ρ‚. Π΅. с ΠΊΠΎΠΌΠΌΠ΅Ρ€Ρ†ΠΈΠ°Π»ΠΈΠ·Π°Ρ†ΠΈΠ΅ΠΉ

    Abnormal Na-K-ATPase activity in erythrocytes from patients with diabetes mellitus

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    Aim. To measure Na-K-ATPase activity in erythrocytes from patients with diabetes mellitus (DM), elucidate its relationship with clinical manifestationsof the disease and biochemical blood characteristics. Materials and methods. A total of 76 DM patients were enrolled in this study (39 with DM1 and 35 with DM2). Control group consisted of 11 subjectswithout DM. They were examined for HbA1c, nitrite and nitrate levels in blood and membranes, sialidase activity in erythrocytes and Na-KATPaseactivity measured from variations of inorganic phosphorus content in the presence of ATP. Results. Na-K-ATPase activity in MD patients was significantly lower than in controls (
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