Abstract: The present disclosure provides a precast column and a method for manufacturing the same, in which the precast column includes a base, a main structure, multiple main reinforcing bars and a concrete structure. The base includes multiple couplers disposed on a bottom mold and multiple stirrups surrounding the multiple couplers. One side of the main structure is connected to the base, and the main structure includes a hollow tube disposed inside the main structure. The multiple main reinforcing bars pass through the main structure, one end of each of which is connected to the corresponding one of the multiple couplers. The concrete structure covers the base, the main structure and the multiple main reinforcing bars.

Abstract: A pre-fabricated reinforcement cage structure and a method of hoisting and assembling the same are provided. The pre-fabricated reinforcement cage structure comprises: a pre-fabricated reinforcement cage, a plurality of couplers, and a first rebar-mounting frame. The first rebar-mounting frame comprises a first top, a first bottom plate and a first lateral plate. The first top has a plurality of notches formed along an edge of the first top plate, and each of the plurality of the notches is configured to receive a first end portion of the corresponding one of the plurality of rebars in the pre-fabricated reinforcement cage. A first end portion of each of the plurality of rebars abuts against a first top surface of the first bottom plate. Each of the first top plate and the bottom plate is connected to the first lateral plate.

Abstract: An architectural fiducial structure and a construction method using the same are provided. The construction method includes: providing a first fiducial structure, wherein the fiducial structure has a first portion extending along a first direction, a second portion extending along a second direction and a precasting column structure, and wherein the first direction and the second direction forms an angle; providing a first shear wall extending along the first direction and connecting a first end of the first shear wall to the first portion of the first fiducial structure; and providing a second shear wall extending along the second direction and connecting a first end of the second shear wall to the second portion of the first fiducial structure.

Abstract: The present disclosure relates to a precast base. The precast base comprises a precast concrete body, a plurality of corrugated steel pipes, and a lifting part. The precast concrete body comprises a top surface, a bottom surface opposite to the top surface, and a plurality of mounting holes, each of which penetrates from the top surface to the bottom surface of the precast concrete body. The plurality of corrugated steel pipes are respectively embedded in the plurality of mounting holes. The lifting part is embedded in the top surface of the precast concrete body and is close to the center of the top surface.

Abstract: A method of manufacturing a waffle slab includes providing a bottom mold separately on columns and exposing joint heads of the columns from the bottom mold; providing first sets of beam bars separately on the bottom mold to be parallel along a first direction; and providing second sets of beam bars separately on the bottom mold to be parallel along a second direction, wherein the second sets b of beam bars are configured to intersect with the first sets of beam bars without interference and together they form accommodation spaces for waffle molds.

Abstract: The present disclosure relates to a precast base. The precast base comprises a precast concrete body, a plurality of corrugated steel pipes, and a lifting part. The precast concrete body comprises a top surface, a bottom surface opposite to the top surface, and a plurality of mounting holes, each of which penetrates from the top surface to the bottom surface of the precast concrete body. The plurality of corrugated steel pipes are respectively embedded in the plurality of mounting holes. The lifting part is embedded in the top surface of the precast concrete body and is close to the center of the top surface.

Abstract: The subject disclosure relates to a reinforcement cage, a jig and a method for making the reinforcement cage. The reinforcement cage includes a plurality of reinforcement units, which are arranged along a first direction, and a plurality of main bars. Each reinforcement unit includes a first stirrup, which is substantially rectangular, at least one second stirrup and at least one third stirrup. The first stirrup includes a first side, a second side, a third side and a fourth side. The first side and the third side are opposite to each other, and the second side and the fourth side are opposite to each other. The at least one second stirrup is connected to the first side and the third side of the first stirrup. The at least one third stirrup is connected to the second side and the fourth side of the first stirrup and substantially perpendicular to and fixed to the at least one second stirrup.

Abstract: A pre-fabricated reinforcement cage structure and a method of hoisting and assembling the same are provided. The pre-fabricated reinforcement cage structure comprises: a pre-fabricated reinforcement cage, a plurality of couplers, and a first rebar-mounting frame. The first rebar-mounting frame comprises a first top, a first bottom plate and a first lateral plate. The first top has a plurality of notches formed along an edge of the first top plate, and each of the plurality of the notches is configured to receive a first end portion of the corresponding one of the plurality of rebars in the pre-fabricated reinforcement cage. A first end portion of each of the plurality of rebars abuts against a first top surface of the first bottom plate. Each of the first top plate and the bottom plate is connected to the first lateral plate.

Abstract: A method of manufacturing a waffle slab includes providing a bottom mold separately on columns and exposing joint heads of the columns from the bottom mold; providing first sets of beam bars separately on the bottom mold to be parallel along a first direction; and providing second sets of beam bars separately on the bottom mold to be parallel along a second direction, wherein the second sets b of beam bars are configured to intersect with the first sets of beam bars without interference and together they form accommodation spaces for waffle molds.

Abstract: The present disclosure provides a precast column and a method for manufacturing the same, in which the precast column includes a base, a main structure, multiple main reinforcing bars and a concrete structure. The base includes multiple couplers disposed on a bottom mold and multiple stirrups surrounding the multiple couplers. One side of the main structure is connected to the base, and the main structure includes a hollow tube disposed inside the main structure. The multiple main reinforcing bars pass through the main structure, one end of each of which is connected to the corresponding one of the multiple couplers. The concrete structure covers the base, the main structure and the multiple main reinforcing bars.

Abstract: An architectural fiducial structure and a construction method using the same are provided. The construction method includes: providing a first fiducial structure, wherein the fiducial structure has a first portion extending along a first direction, a second portion extending along a second direction and a precasting column structure, and wherein the first direction and the second direction forms an angle; providing a first shear wall extending along the first direction and connecting a first end of the first shear wall to the first portion of the first fiducial structure; and providing a second shear wall extending along the second direction and connecting a first end of the second shear wall to the second portion of the first fiducial structure.

Abstract: A beam-column joint structure is provided. The beam-column joint structure comprises: a hollow rectangular steel frame consisting of a first sidewall, a second sidewall, a third sidewall and a fourth sidewall and a plurality of H-beams, each of the H-beams being fixedly attached to an outer surface of at least some of these sidewalls. Some of the H-beams may be eccentric with respect to the sidewalls to which they are attached.

Abstract: A rebar cage is provided, which includes a continuous stirrup having two opposite lateral sections and a middle section located therebetween. The continuous stirrup includes a plurality of first portions extending along a Z-axis direction and located in the two lateral sections, a plurality of second portions connecting the tops of two adjacent first portions along an X-axis direction, and a plurality of third portions located in the middle region and each connecting the bottoms of two of the first portions along a Y-axis direction wherein a plurality of longitudinal tie bars extend along the X-axis direction and are connected to the first portions.

Abstract: The present invention relates to a method and a system for processing building energy information. The method includes the following steps: inputting data of a building information model into building energy simulation software; automatically selecting a building category or manually selecting a building category from a group of building categories provided by the building energy simulation software; in response to the selected building category, inputting a plurality of parameters into a lookup table of the building energy simulation software in accordance with a database of the building energy simulation software; and generating an estimation of a building's energy consumption through a calculation by the building energy simulation software based on the parameters.

Abstract: The present disclosure relates to a jig for manufacturing a reinforcement cage, which comprises a base member, a plurality of rollers disposed on the base member and spaced at intervals, a trolley which is movable on the base member; a driving device for driving the trolley; and a member for positioning the main reinforcement disposed at the first end of the base member.

Abstract: A rebar cage is provided, which includes a continuous stirrup having two opposite lateral sections and a middle section located therebetween. The continuous stirrup includes a plurality of first portions extending along a Z-axis direction and located in the two lateral sections, a plurality of second portions connecting the tops of two adjacent first portions along an X-axis direction, and a plurality of third portions located in the middle region and each connecting the bottoms of two of the first portions along a Y-axis direction wherein a plurality of longitudinal tie bars extend along the X-axis direction and are connected to the first portions.

Abstract: The present disclosure relates to a jig for manufacturing a reinforcement cage, which comprises a base member, a plurality of rollers disposed on the base member and spaced at intervals, a trolley which is movable on the base member; a driving device for driving the trolley; and a member for positioning the main reinforcement disposed at the first end of the base member.

Abstract: A beam-column joint structure is provided. The beam-column joint structure comprises: a hollow rectangular steel frame consisting of a first sidewall, a second sidewall, a third sidewall and a fourth sidewall and a plurality of H-beams, each of the H-beams being fixedly attached to an outer surface of at least some of these sidewalls. Some of the H-beams may be eccentric with respect to the sidewalls to which they are attached.

Abstract: The present invention relates to a method for processing building information modeling data including the following steps: inputting a building information model's data that includes two types of multiple objects; identifying the objects to generate results of identification; dividing the objects into a first category and a second category in accordance with the results of identification; removing the objects of the second category; readjusting the first category of objects in accordance with a predetermined rule of a building energy simulation software; and defining attributes of the objects of the first category.

Abstract: The present disclosure relates to a jig for manufacturing a reinforcement cage, which comprises a base member, a plurality of rollers disposed on the base member and spaced at intervals, a trolley which is movable on the base member; a driving device for driving the trolley; and a member for positioning the main reinforcement disposed at the first end of the base member.