A method for manufacturing a non-magnetic spatial latticed shell structure composed of carbon fiber plate members. The load-bearing member of the latticed shell structure is made of non-magnetic carbon fiber plate, and joints are made of non-magnetic titanium alloy material. The magnetic shielding layer is provided on the roofing system above the structural layer, and a non-magnetic space with a magnetic field strength lower than 1 nT is formed inside the structure. The load-bearing members are fixed by two carbon fiber limb plates in the form of inter-limb connection and forms an hollow rectangular built-up section; and the joint comprises a titanium alloy gusset plate, a titanium alloy bolt group, and a carbon fiber limb plate; the magnetic shielding layer of the roofing system comprises a shielding layer pad, a shielding layer, a shielding laminate, a buffer layer, a permalloy plate, and a batten.

The invention relates to a space curved reticulated shell structure formed by stacking and combining rhombic dodecahedrons, comprising a one-way curved reticulated shell structure, a positive curvature two-way curved reticulated shell structure and a negative curvature two-way curved reticulated shell structure, the array combined revolution body is generated by rotating the orthogonal array combination body around the space rotation axis by a certain angle; boundary cutting structures are generated by the plane boundary in span direction or the curved boundary in span direction cutting the array combined revolution body; the plane boundary cutting structure respectively generates a one-way curved reticulated shell structure, a positive curvature two-way curved reticulated shell structure and a negative curvature two-way curved reticulated shell structure respectively through one-way bending arching, positive curvature two-way bending arching and negative curvature two-way bending arching.

A load-bearing frame of a building based on a gridshell designed for bearing weight and external loads from detached compartments for various purposes. The main structural elements of the gridshell are designed in such a way that they can be used in fastening detached compartments or to ensure the separate position of these compartments. It is assumed that with the use of the gridshell there will be no need in continuous covering.

There is described a method of manufacturing a dome (2), the method comprising: providing a plurality of beams (6, 106, 206, 306), each of the plurality of beams (6, 106, 206, 306) comprising one or more slots (16, 22); and engaging at least one of the slots (16, 22) of each of the plurality of beams (6, 106, 206, 306) with a slot (16, 22) of the one or more slots (16, 22) of another of the plurality of beams (6, 106, 206, 306) so as to form at least part of the dome (2). There is also described a dome (2) manufactured in accordance with the method.

This structure 100 of the present invention comprises two ceiling members 110a, 110b, four wall members 120a-120d, and two floor members 130a, 130b, wherein each of the four wall members has a first joint edge joined to the two ceiling members, a second joint edge joined to the two floor members, a third joint edge joined to one among the four wall members adjacent to the respective four wall members, and a fourth joint edge joined to another one among the four wall members adjacent to the respective four wall members, and wherein the two ceiling members, the four wall members, and the two floor members are each formed of a foamed body.

Disclosed is a rollable framework based on the RF (Reciprocal Frame) system, which can be used as post-disaster emergency structures, fair stands, industrial tents, or roof shells to meet the shelter needs of architecture, military, non-governmental organizations, and can be used as a vault by opening the closed rollable form.