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- home > Supply > Anhui wall beam method change, change Liang Xin Li wall (certified), Anhui wall beams change
Information Name: | Anhui wall beam method change, change Liang Xin Li wall (certified), Anhui wall beams change |
Published: | 2015-04-23 |
Validity: | 0 |
Specifications: | Limited |
Quantity: | |
Price Description: | |
Detailed Product Description: | Refers to the load-bearing walls supporting the weight of the upper floors in the masonry wall structure, drawing on the wall with black beams engineering change Anhui wall, destroyed the entire building will destroy the structure; non-load-bearing walls do not mean support the upper floors of the weight of the wall, just play the one room and another room separated from the wall to change the role of Anhui beams on the drawing hollow walls, there is no wall of the building structure which is not much affected. Load-bearing walls is the result of scientific computing, if the punch decoration on the load-bearing walls, it will affect the structural stability of the building, changing the system of the building structure. Is a very dangerous thing, non-professional designers is best not to change the load-bearing walls. Load-bearing walls to change beams, girders change in situ single brick double shear test method is the site level through cracks in the mortar shear strength approach. 1. working conditions and load-bearing walls measuring point change in situ single beam brick bearing walls double cut it to change the arrangement of beams in situ single brick twin shear law will host situ shear apparatus placed in the wall to change the beam within the slot, the choice of the measuring point Anhui wall beams change how much money should meet the following requirements: (1) multiple points in each survey area load-bearing walls to change the random arrangement of beams in the need for wall change the number of sides of the wall should be close to or equal to the beam. Along with a complete upper and lower two levels of brick and mortar joints as a measuring point (specimen). (2) Specimen two horizontal mortar joint thickness shear plane should be set for 8-12mm. (3) The following parts of the change in the load-bearing beams should not be laid measuring point: 120mm range in the side door and window openings; after construction fill the hole and patched masonry; independent brick columns and window wall. Between the measurement points (4) changes in load-bearing beams of the same wall, the horizontal spacing of not less than 0.62m, the vertical spacing of not less than 0.5m. Anhui wall beam method change, change Liang Xin Li wall (certified), Anhui wall changed by Liang Xin Li Nanyang wall beams provide change. Nanyang City walls change Liang Xin Li (www.hnqtgl.com) (www.hnqtgl.com) is an industry leader in Nanyang, Henan, construction, over the years, the company implementing the scientific management, innovation and development, the principle of honesty and trustworthiness, the maximum to meet customer needs. Liang Xin Li walls change in leadership with the staff warmly welcome all inquiries negotiations to create change Liang Xin Li wall a better future. |
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Copyright © GuangDong ICP No. 10089450, Nanyang City walls change Liang Xin Li All rights reserved.
Technical support: ShenZhen AllWays Technology Development Co., Ltd.
AllSources Network's Disclaimer: The legitimacy of the enterprise information does not undertake any guarantee responsibility
You are the 22815 visitor
Copyright © GuangDong ICP No. 10089450, Nanyang City walls change Liang Xin Li All rights reserved.
Technical support: ShenZhen AllWays Technology Development Co., Ltd.
AllSources Network's Disclaimer: The legitimacy of the enterprise information does not undertake any guarantee responsibility