Precast segment, precast segment assembly and anti-seismic self-insulating constructional column
A technology of prefabricated joints and assemblies, applied in the direction of thermal insulation, building structure, columns, etc., can solve the problems of unfavorable earthquake resistance, reduce the section of structural columns, and the thermal insulation and moisture-proof effects of structural columns are not considered, and achieve good thermal insulation effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0040] figure 1 It is a schematic diagram of the three-dimensional structure of the corner construction column of the first embodiment of the present invention.
[0041] Such as figure 1 As shown, the corner construction column 100 is a type of construction column, which is composed of a plurality of prefabricated section assemblies 110 and a plurality of longitudinal ribs 101 running through these prefabricated section assemblies 110 .
[0042] The prefabricated section assemblies used in the corner construction column 100 include three types, namely the top layer prefabricated section assembly, the middle layer prefabricated section assembly and the bottom layer prefabricated section assembly.
[0043] The ground-floor prefabricated section assembly has two structurally symmetrical precast sections, namely, the bottom-floor forward prefabricated section and the bottom-floor reverse prefabricated section.
[0044] figure 2 It is a schematic diagram of the three-dimensiona...
Embodiment 2
[0081] Figure 17 It is a schematic diagram of the three-dimensional structure of the T-shaped node construction column in the second embodiment of the present invention.
[0082] Such as Figure 17 As shown, the T-shaped joint construction column 200 is another type of construction column, which is also composed of a plurality of prefabricated section assemblies 110 and a plurality of longitudinal ribs 101 running through these prefabricated section assemblies 110 . The T-shaped joint construction column 200 in the second embodiment adopts the same structure as the prefabricated joint of the corner construction column 100 in the first embodiment, so the same symbols are given and the same descriptions are omitted.
[0083] The masonry method of the T-shaped joint construction column 200 in the present embodiment is as follows:
[0084] Firstly, the two bottom-floor forward prefabricated sections 111 interlock each other through their salient corners and make smooth contact ...
Embodiment 3
[0092] Figure 20 It is a schematic diagram of the three-dimensional structure of the cross-shaped node construction column in the third embodiment of the present invention.
[0093] Such as Figure 20 As shown, the cross-shaped node construction column 300 is another type of construction column, which is composed of a plurality of prefabricated sections and a plurality of longitudinal ribs 101 running through these prefabricated sections. The cross-shaped joint construction column 300 in the third embodiment adopts the same structure as the prefabricated joint of the corner construction column 100 in the first embodiment, so the same symbols are given and the same descriptions are omitted.
[0094] The masonry method of the cross-shaped node construction column 300 in the present embodiment is as follows:
[0095] Firstly, the two bottom-floor forward prefabricated sections 111 interlock each other through their salient corners and make smooth contact with the horizontal gr...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 