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Salve, veni, ut fructus nostros consulas!
Steel space grid gas station project construction

Hoc consilium est spatium quadratum frame / altitudo XVI metrorum / totalis longitudo XXX metrorum / totalis spatium XVIII metrorum

1. Institutionem spatii machinae ferreae peragi debet post acceptationem axis inferioris et tabulae infixae.Requisita subsidii inferioris sunt: ​​altitudo differentia inter subsidia adjacentia (distantiam L2): minor valor L2/800 et 10mm, in eadem elevatione Altitudo differentia inter firmamentum supremi et infimi: 20mm;

2. Determinare institutionem processus spatii machinae ferreae secundum vim et structuram notarum craticulam et condiciones constructionis in situ;

3. Post spatium chalybeum artus inauguratus, cohibendus est;

a.Valor licita longitudinis lateris verticalis et horizontalis declinationis est 1/2000 longitudinis et non debet esse maior quam 30mm;

b.Licitus valor centri cinguli debet esse 1/3000 palmi spacii ferrei, nec maior quam 30mm esse debet;

c.Ad reticulum periferie fultum, altitudo licita declinationis est 1/400 auxiliorum adjacentium, nec debet maior quam 15mm, et maximum et minimum non debet esse quam 30mm maius;nam compago reticuli multiplicibus punctis suffulta, altitudo licita declinatio 1/800 est auxiliorum adjacentium, nec maior quam 30mm debet esse;

d.Declinationem egetis deprehendere secundum speciem et consilium requisita.Post constructionem, deflexio tabulae spatii ferrei non erit maior quam 115% calculi calculi pretii.(Maximum deflexio pretii frameae gridis L/250)

4. Si pilae glutinosae localiter sint, sulcus glutinus pro glutino adhibetur pro pila et baculo glutino, et commissurae glutinis gradus inferior secundo gradu non debet esse.

5. Post institutionem spatii ferrei compagum perfectorum, superficies compagum compagum ac virgarum munda et sordes cicatrices et immunes esse debent.Articuli autem et superfluitates foraminum globulorum claustri commissurae impleantur et adipe signatae sint.

6. In usu craticulae comprehensivae anti-corrosionis sustentationis singulis annis 4 ad 5 peragi debent.

 

1. The installation of the grid frame must be carried out after the acceptance of the lower structure axis and the embedded board. The requirements for the lower support are: the height difference between adjacent supports (distance L2): the smaller value of L2/800 and 10mm, at the same elevation Height difference between the highest and lowest support: 20mm; 2. Determine the installation process of the grid according to the force and structural characteristics of the grid and the actual construction conditions on site; 3. After the grid frame is installed, it should be checked: a. The allowable value of the vertical and horizontal side length deviation is 1/2000 of the length, and should not be greater than 30mm; b. The allowable value of center offset should be 1/3000 of the span of the grid, and should not be greater than 30mm; c. For the mesh frame supported by the periphery, the allowable height deviation is 1/400 of the adjacent support, and should not be greater than 15mm, and the maximum and minimum should not be greater than 30mm; for the mesh frame supported by multiple points, the allowable height deviation is 1/800 of the adjacent support, and should not be greater than 30mm; d. Detect the deflection of the grid according to the specifications and design requirements. After construction, the deflection of the grid frame shall not be greater than 115% of the design calculation value. (Maximum deflection value of grid frame L/250) 4. If there are welding balls locally, groove welding is used for welding the welding ball and the rod, and the welding seam grade should not be lower than the second grade. 5. After the installation of the grid frame is completed, the surface of the joints and rods should be clean and free of scars and dirt. The joints and excess holes of the bolt ball joints should be filled and sealed with grease. 6. During the use of the grid, comprehensive anti-corrosion maintenance should be carried out every 4 to 5 years.
1. The installation of the grid frame must be carried out after the acceptance of the lower structure axis and the embedded board. The requirements for the lower support are: the height difference between adjacent supports (distance L2): the smaller value of L2/800 and 10mm, at the same elevation Height difference between the highest and lowest support: 20mm; 2. Determine the installation process of the grid according to the force and structural characteristics of the grid and the actual construction conditions on site; 3. After the grid frame is installed, it should be checked: a. The allowable value of the vertical and horizontal side length deviation is 1/2000 of the length, and should not be greater than 30mm; b. The allowable value of center offset should be 1/3000 of the span of the grid, and should not be greater than 30mm; c. For the mesh frame supported by the periphery, the allowable height deviation is 1/400 of the adjacent support, and should not be greater than 15mm, and the maximum and minimum should not be greater than 30mm; for the mesh frame supported by multiple points, the allowable height deviation is 1/800 of the adjacent support, and should not be greater than 30mm; d. Detect the deflection of the grid according to the specifications and design requirements. After construction, the deflection of the grid frame shall not be greater than 115% of the design calculation value. (Maximum deflection value of grid frame L/250) 4. If there are welding balls locally, groove welding is used for welding the welding ball and the rod, and the welding seam grade should not be lower than the second grade. 5. After the installation of the grid frame is completed, the surface of the joints and rods should be clean and free of scars and dirt. The joints and excess holes of the bolt ball joints should be filled and sealed with grease. 6. During the use of the grid, comprehensive anti-corrosion maintenance should be carried out every 4 to 5 years.
1. The installation of the grid frame must be carried out after the acceptance of the lower structure axis and the embedded board. The requirements for the lower support are: the height difference between adjacent supports (distance L2): the smaller value of L2/800 and 10mm, at the same elevation Height difference between the highest and lowest support: 20mm; 2. Determine the installation process of the grid according to the force and structural characteristics of the grid and the actual construction conditions on site; 3. After the grid frame is installed, it should be checked: a. The allowable value of the vertical and horizontal side length deviation is 1/2000 of the length, and should not be greater than 30mm; b. The allowable value of center offset should be 1/3000 of the span of the grid, and should not be greater than 30mm; c. For the mesh frame supported by the periphery, the allowable height deviation is 1/400 of the adjacent support, and should not be greater than 15mm, and the maximum and minimum should not be greater than 30mm; for the mesh frame supported by multiple points, the allowable height deviation is 1/800 of the adjacent support, and should not be greater than 30mm; d. Detect the deflection of the grid according to the specifications and design requirements. After construction, the deflection of the grid frame shall not be greater than 115% of the design calculation value. (Maximum deflection value of grid frame L/250) 4. If there are welding balls locally, groove welding is used for welding the welding ball and the rod, and the welding seam grade should not be lower than the second grade. 5. After the installation of the grid frame is completed, the surface of the joints and rods should be clean and free of scars and dirt. The joints and excess holes of the bolt ball joints should be filled and sealed with grease. 6. During the use of the grid, comprehensive anti-corrosion maintenance should be carried out every 4 to 5 years.
Post tempus: Mar-10-2022
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