Ruentex Engineering & Construction Co., Ltd.

Ruentex Engineering & Constructon, Co., Ltd.

Ruentex Construction & Engineering Co., Ltd.

Jui-Chen Wang

Samuel Yin

Jhih-Syuan Chen

Shao Kuo Lu

Kun-Jung Shu

Ming-Huang Lin

Wu-Sung Chen

Wen-Kuei Chang

Tzu-Liang Wu

Chang Yen Wei

Kun-Jung Hsu

Kuen-Lung Chang

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.

Architectural fiducial structure and construction method using the same

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.

Precast base, method of manufacturing the precast base and method of installing architectural structure having the precast base

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.

Waffle slab and structures and method of manufacturing the same

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.

Beam-column joint structure

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.

Rebar cage

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.

Method and system for processing building energy information

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.

Jig and method for making reinforcement cage

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.

Method and system for processing building information modeling data

A lifting device comprises a main body, a clasping assembly, a first shaft and a second shaft. The main body comprises a first through hole, a second through hole and a third through hole therein. The clasping assembly comprises a closed-loop structure configured to be engaged with the third through hole. The first shaft is adapted to be inserted into the first through hole of the main body, and the second shaft is adapted to be inserted into the second through hole of the main body. The main body comprises positioning slots therein and the first and the second shafts have positioning elements thereon. The positioning slots collaborate with the positioning elements to prevent the first and the second shafts from falling out of the first and the second through holes of the main body.

Lifting device for lifting a semi-precast beam and lifting method using the same

The present disclosure relates to a method of forming a waffle slab with concrete surfaces that do not require polishing, the method comprising: providing steel molds connected to each other, and forming a space in the steel molds, wherein at least one of the steel molds has a hole; disposing a plurality of inner molds in the space formed by the steel molds; disposing predetermined steel bar cages between the plurality of inner molds, and between the plurality of inner molds and the steel molds; disposing a steel plate on top surfaces of the steel molds, wherein the steel plate comprises separate air holes; and pouring a Self-Compacting Concrete (SCC) into the space from the hole of the at least one of the steel molds such that the SCC fills the space to form the waffle slab.

Method of forming a waffle slab with concrete surfaces that do not require polishing

The subject invention relates to a beam-column connection structure and method of making the same wherein the beam-column connection structure includes: a precast column comprising a plurality of tension bars horizontally embedded in the precast column; a precast beam comprising a metal plate fastened to an end surface of the precast beam, the metal plate having a plurality of through holes; and a plurality of fasteners, wherein each of the fasteners respectively penetrates through each of the through holes of the metal plate and connects to an end of a corresponding tension bar so that the precast beam is fixed to the precast column.

Beam-column connection structure and method of making the same

A method for forming a plurality of beams connected in series is provided. The method comprises the following steps: providing a plurality of columns; providing a plurality of pre-assembled bar combinations, wherein each of the plurality of pre-assembled bar combinations comprises a plurality of lower main bars and a plurality of lower stirrups, and at least one end of the plurality of the lower main bars has connection sections extending beyond the plurality of lower stirrups; hoisting each of the bar combinations so that the two ends thereof are placed on top of two adjacent columns of the plurality of columns and the connection sections of the plurality of lower main bars of adjacent plurality of bar combinations overlap; and connecting the plurality of connection sections of the plurality of lower main bars of the adjacent plurality of bar combinations.

Method for forming a plurality of beams connected in series

The subject disclosure is related to a beam-column connection structure, comprising a first H-shaped steel beam, a second H-shaped steel beam generally perpendicularly connected to a side of the first H-shaped steel beam, and a third H-shaped steel beam generally perpendicularly connected to another side of the first H-shaped steel beam wherein a main stirrup penetrates these H-shaped steel beams and surrounds the joints thereof.

Growing community of inventors

Taipei, Taiwan

Jui-Chen Wang