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Information Name: | Henan bungalow increased Team | change Liang Xin Li Wall | Henan elevated bungalow |
Published: | 2015-06-08 |
Validity: | 0 |
Specifications: | Any |
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Detailed Product Description: | Wall beam construction method of change depending on the length and the dismantling of the wall of the upper wall of the load to bear, to determine the size of the beam cross-section, and calculate the reinforcement. 2. On both sides of the wall to be removed, and set the price of steel columns rising Henan bungalow, with beams, plus pad under the floor of the hold up on the wall, and add wooden wedge stays tight. Section and pitch of roof support pillars determined by calculation. Fulcrum position within the wavelength range from 1/6 plate end plate (single or multi-layer top layer). For multi-girder need to change the underlying supporting reason as above, just change the pouring hole, pouring on empty. 3. In the column to ensure the stability of the firm, the removal of the wall, at the same time, according to the cross-sectional dimensions of the beam and the supporting beam support length removed at the wall, remove debris Henan bungalow increased, and within range of the beam concrete pouring Henan bungalow increased technology, on the floor along the direction of pouring concrete girder spacing of about 1m, open concrete pouring hole diameter of about 150mm. Wall Liang change Note: 1 must be approved by the design units before construction. 2. Take heavy brick beams, the building should be used for single or multi-storey buildings. 3. The construction of the concrete pouring operation should be continuous, without interruption. The exact order of construction. Roofing should be carried out after the equipment racks installed, the bracket should be set no rubber pads on the roof waterproofing layer, do not install equipment and carry out other construction at the end of waterproof layer. 5. The wall beams change, change load-bearing walls of concrete beams of mixing water prescribed change in the wall beams, reinforced concrete structure is divided into direct and indirect reinforcement reinforcement types, the design can be selected according to the actual conditions and the use of appropriate requirements methods and supporting technology. Direct Consolidation method: reinforced concrete beam compression zone plus cast concrete layer, increase the effective depth of section, expand cross-sectional area, thereby enhancing the flexural member, Shear capability and section stiffness, played strengthening fill Strong effect; outsourcing steel reinforcement is to steel or steel reinforcing member package being outside, encased steel reinforced concrete beams should generally be outsourced wet method, using an epoxy-based grout and other methods to be reinforced with a steel structure commission bonded into a whole, after reinforcement member, due to the tension and compression steel cross-sectional area of ??the cottage increased greatly improved Henan Which is good, so the normal section bearing capacity and a substantial increase section stiffness. The law also called wet enclosing Steel Reinforcement, force, reliable, simple construction, site work is small, but the larger the amount of steel, and should not be the case in the absence of protection for high temperatures above 600C; Suitable for use on do not allow a significant increase in cross-sectional size of the original members, but require a significant increase its carrying capacity of the concrete structure reinforcement. Henan bungalow increased Team | change Liang Xin Li Wall | bungalow increased from Nanyang City, Henan Xin Li 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 walls better future. |
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Copyright © GuangDong ICP No. 10089450, Nanyang City walls change Liang Xin Li All rights reserved.
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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