Method for determining connecting mode and connecting joint of frame beam and integrated house framework beam
A technology that integrates houses and connects nodes. It is applied in architecture, geometric CAD, design optimization/simulation, etc. It can solve the problems of inability to be used directly, limited building height, self-heavy, etc., and achieve simple structure, resource saving, and easy construction. Effect
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Embodiment 1
[0036] A connection method between frame beams and frame beams of integrated houses and a method for determining connection nodes, including frame beams 1, frame beams 2, plug-in components 3 and supporting bolts 4; the plug-in components 3 include paired mating U-shaped steel plate 5 and L-shaped steel plate 6; L-shaped steel plate 5 consists of a horizontal steel plate 5.1 and a vertical steel plate 5.2 vertically arranged at one end of the horizontal steel plate 5.1; U-shaped steel plate 6 consists of a horizontal steel plate 6.1 and two The vertical steel plates 6.2 and 6.3 vertically arranged at both ends of the horizontal steel plates are composed of steel plates connected by welding with 7 welds.
[0037] In the following, combined with the attached drawings, the length of the integrated house is designed to be 12m, the width is 8m, and the height is 3.3m. The steel frame structure has a column spacing of 6m in the depth direction and a column spacing of 8m in the bay di...
Embodiment 2
[0039] The method for determining the connection node between the frame beam and the integrated building skeleton beam includes the following steps:
[0040] Step 1: Calculate the bolt spacing according to formulas (1) to (4) to ensure that the structure has good integrity under horizontal earthquake loads:
[0041] G=[H+1.2(L+Q)]lh (1)
[0042] f Ek = α max G (2)
[0043]
[0044]
[0045]In the formula: G—representative value of gravity load; H—dead load; L—live load, Q—dynamic load; l—length of frame beam; h—width of frame beam; F Ek —Standard value of seismic action at structure level; α max ——maximum value of horizontal seismic influence coefficient; d——diameter of bolt shank; n——number of bolts; f v b - bolt shear strength; d b — bolt spacing; t — beam flange thickness;
[0046] According to the structural requirements, when the bolt spacing d calculated by formulas (1) to (4) b greater than 15d 0 , the bolt spacing is taken as 15d 0 , where d 0 is the ...
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