TW500862B - Dual structure system of light steel concrete and construction method thereof - Google Patents

Abstract

This invention of a dual structure system of light steel concrete and construction method thereof is of a structure including an earthquake energy decreasing foundation and an insulation device of energy absorbing with a light steel cage skeleton system and light concrete filling set on the top. Via this economical structure of earthquake energy decreasing foundation and insulation device, architecture bearing request can be fulfilled with less natural resources than conventional method. At the same time, smaller sections will offer more available space as well as chances, such as integrally arranging a dual structure of beam-column system with slab system, or properly arranging shear walls on each floor to lessen floor height and stair steps. Accordingly, it is capable of improving normal problem of existing reinforced concrete or steel structures and making economical and quick construction possible for low buildings with secure, quake-proof, typhoon-proof, fire-proof, heat-insulating, sound-insulating, and high-efficient performances.

Description

^ 00862 V. Description of the invention (1) [Field of the invention] The present invention relates to a lightweight steel-reinforced concrete binary structural system and its construction method, especially a structural system and construction method applied to buildings; it is based on seismic energy reduction The foundation, combined with energy-dissipation and vibration isolation devices, a structure made of lightweight steel bone cage system and filled with lightweight concrete and its application method. [Background of the invention] The building structure is to provide space for living or activities. It has the characteristics of coating and support. It is economical to support the live load or the static load of the structure without being affected by external forces. Way composition. However, when considering the impact of seismic force, in order to resist the earthquake water resistance, the structural strength requirements and the use of materials have been greatly increased, especially in the concept of increasing the cross section. The high level also consumes a lot of natural resources and causes environmental damage. The largest external force damage in the natural world is an earthquake. The earthquake uses the dynamic acceleration generated by its seismic wave energy to act on the weight of a building. When the weight is greater, the horizontal horizontal force of the earthquake generated by the structure is greater. Traditional monuments, reinforced concrete, and steel-reinforced concrete are all heavy because of their own weight, which is uneconomical and not controversial. The traditional structures used in these days are used to deal with the composition of building structures and the requirements for the strength of structural materials, and ignore the use of excessive structural materials due to the increase of their own weight and the basic structure. Too rigid, forming a medium for seismic energy transmission, and even the continuous impact of seismic force, which generates energy into the transmission of internal stress in the structure, such as torsion, bending moment, and resonance amplification effects, thus causing damage to the building, as When a person is overweight, the health problems caused by the structure are as follows:

V. Description of the invention (2) Issues overlooked by ordinary people! Important buildings such as hospitals, high-rise buildings, bridges, etc., the concept of Jianye's safe seismic energy dissipation can be vigorously applied to the construction of primary structures in recent years. 'Because of economic profit considerations ::; However, low-rise residential buildings However, in the earthquake-stricken Japanese temple, the master also: ::: Ignore 'Also break through the development of low-rise residential construction; m tragic casualties. Concrete, brick and reinforced; traditional earth, brick, and steel t ^ ^ ^ ^ glI ^ p ^ 隹 Serious damage during the September 11 earthquake, and considerable damage during the r disaster, The eye wall or the point filled with heavy concrete, and the heavy steel frame with the monument four wood or light steel structure industry 1 Gan 2 This also introduced the United States two times in environmental protection and humid climate in Taiwan, the use of middle-wood houses Light steel industrial residential brochures promoted by log molds = difficult to promote; and Japanese companies are well-organized, systematic, and modularized; = heading: a new impression, its manufacturing and construction industry is driving a new wave of shares, It is also determined to be in operation or development. The Taiwan Industrial Research Institute and Taiwan enterprises follow up on investment and analysis: the following is the main draw, but in-depth understanding, industry: industry investment, design, assembly and peripheral Ancillary systems, all = ^ & Cars are heavy industries. On the functional issues of power technology, Fan's precision and technology meet the construction site, living habits and regional transmission; it is poor; once it is architecture and culture and soil It ’s different, but it ’s like a car. Page 5 Ming (3) ί = Γΐ :: I am afraid that the original company is not as optimistic as expected, so in the past fifteen years, there have been few investments by companies' no profit has been made in the real world. Shao Fei can reach the commodity 'combined. Fortunately, with a low cost, with limited performance, it can successfully produce a large number of competitors. The magical nature of the company is too high, and on the other hand, its rigidity, ancient 'Increase the strain on the seismic energy, and the horizontal sister directly transmitted, = L is connected to the superstructure, and the steel frame and all the external decoration materials :: 丄: The treatment between the decoration materials requires a lot of toughness. The joints or expensive Ding Wang match 4 and its original and construction requirements test the traditional Taiwanese culture, the appearance of the building is more limited by the assembly method, and the floor height is also wide. The land treatment is difficult to be ideal. In the humid climate of Taiwan, the use of organic logs is still too much, and the non-solid walls still have a gap between the acceptance of Taiwanese dwellings, and the most serious problem is Japan. The economic level of Taiwan ’s economy is NT $ 80,000 to 200,000 per square metre, which has not yet become a popular civilian house. For Taiwan, China, and its earthquake region, it is difficult to benefit the general public. [Objective of the Invention] The main purpose of the present invention is to provide a lightweight steel-reinforced concrete t-element structure system and its construction method, through economical seismic energy-reducing infrastructure and seismic isolation, using one-third of the structural materials. With moderate structure, it can meet the support requirements of the building, which can greatly reduce the use of natural resources, and the reduction of the cross section can increase the net space in addition to the increase of the net space.

Page 6 500862 V. Description of the invention (4) Integral = Potential = Set shear walls on each floor and reduce the height of the floor; The use of ladders in the development of economic aspects and space applications will create new possibilities. In order to achieve the above-mentioned object, the present invention provides a lightweight steel-bone warm soil binary structure system in a +% 3 series system. The system includes a ground-based party Qiaoba exhibition energy-reduction foundation, energy-dissipation installation, and lightweight. Steel-bone cage-shaped skeleton and light-weight hybrid, ¥ + ^ installed in this soil, this energy-isolating isolation device # is set on the basis of seismic energy reduction. The dragon-shaped skeleton is installed on the Feneng vibration isolation device. The lightweight steel skeleton is submitted for approval. Ff ^ ^ ^ 4 The Ziyang Beiyang Moon-shaped skeleton is assembled with light steel bones to form a three-dimensional assembly. And the brand # 盘 μ I At ^ ^, Yitori and private body dragon body type skeleton, the light and early soil system combined with the light steel bone cage skeleton, ~ this wall body. The mouth forms a Vulture system building structure. The present invention also provides a lightweight steel-reinforced concrete II. The steps include the following steps: (a) driving the friction pile into the ground, and connecting the soil to the warrior. (B) Assemble the horizontal rigid base plate above the friction pile; ^ = i connect the friction pile and the horizontal rigid base plate with the joints; (d) install the vibration isolation device on the horizontal rigid base plate; ff) the cage made of steel skeleton beams in t Body shape skeleton on the seismic isolation device: :: inside steel steel beams and columns are assembled with light steel wall uprights and cross bars;; outside nets are assembled outside the light net wall; (h) hydroelectric pipelines are assembled on the cage skeleton; (i ) Assemble the inner mesh on the inside of the light steel wall; (J ,, the quality concrete is poured between the outer mesh and the inner mesh, so that the lightweight / b soil is combined with the lightweight steel cage type skeleton; ^

Page 7 500862 V. Description of the invention (5) (k) In the cage type For the technical content, the drawings are limited only. [Embodiment] The present invention is a construction method, and the lightweight is to set the roof frame by referring to the top of the above-mentioned framework for your reference. The staff can further understand the characteristics of the present invention and the detailed description and drawings of the present invention, but for the purpose of illustration, it is not intended to provide the present invention with a lightweight steel-reinforced concrete binary structure system and its soil binary structure system. And the invention of the construction method, that is, corporatization, the main difference from the traditional concept is that the steel-framed concrete is allowed to have four points: the first is better on the basis of cognition, the second is that the seismically-isolated house is no. The fourth is the quality of steelwork. The light weight, especially the raft, is generally used by economical bone materials. The tough soil strength is required. Please refer to the first figure and the second element structure system. With regard to the first point, the energy transmitted from the earth without being shocked by the earthquake is released in ', generally based on the larger, more rigid, and more connected foundations. It is regarded as a product of two technologies, which is expensive and generally used. The degree of stress is too high, ignoring the large joint stress concentration and weak application, which are used in the main structure for safety concerns. The second figure is the lightweight steel-reinforced concrete of the present invention. 1 4 and light concrete 1 1. The Ming people fell by observing how the big tree stands. The tree will be stretched from the air by the tough branches. The root structure has two parts. 500862 5. The invention description (6) is: Ignored by ordinary people, one is the tree head. The second level of surname is the toughness that the root of the tree keeps: the pivot function formed by the catenary does not produce too many axial force libraries, and no one has turned it into this; the concept of solidity has not yet been mentioned. Qiao I, the body forms the basis of the application of building structure, so how to reduce the impact of earthquake energy on the foundation of the structure concept of the root structure of the tree and the beauty of the ankle, the foundation! The main body of 3 consists of three households; Dagger: The root-shaped seismic energy reduction base is the base plate 2 and friction ... 铰 for articulation; money connection = rigid Ϊ ", two piles; L. Double-click joint 3, three is a number of friction level rigid base plate 2; Shen lovable LV p, D. The center of gravity and fulcrum of the tree formed by the roots of the head and the second base are the base 2 and the simulated tree knot is the main body. In terms of structural concept, 3 is free: = the body is generated and transmitted with horizontal rigid connection. " Based on the internal stress between the same horizontal χ roots, the superstructure can form the upper part of the articulated body during an earthquake), and the balanced platform of flat force can be equal to the displacement of the articulated points when the water is transmitted upward from the foundation. In addition, the magnifying effect of mutual solution, horizontal displacement, and resonance and resonance ": the production of articulated joints that can also avoid internal stress in a wide range 3; simulation of the way of articulation between the tree head and the root of the star, # is the traditional fixed foundation? Shape: Inventor of Ji: The stress fulcrum of force balance, so = straight and horizontal. M avoids the generation of bending moment and torsion. Friction pile 1; The scattered roots are drawn by frictional soil weight and wind; I use the 襄 Xianglian, ^, the thick rubbing pile supporting the tree to draw the root of the tree, which is responsible for the construction of the fifth, the description of the invention (7), the wheel fu 1 ci, the first-heavy, ascending reaction force for the purpose of support History, Fan = Aspect, the needs and countermeasures to eliminate the impact of vibration have been produced for a long time. For example, the gasket of tables and chairs, and the spring to separate the vibration machine is nothing more than rabbits and A cars. Suspension, etc. are all the same concept, its purpose supports, two In order to reduce the impact of energy, it is necessary to dampen the necessary calendar. On the one hand, the vibration isolator is used for building structures, and there have been considerable results in phase isolation I. In recent years, due to the severe earthquake damage, the development of isolation The technology and specifications are becoming more and more sophisticated. Depending on the development of the world, it can be generally divided into the need to be powered, such as AMD, TMD, _, and RB, LRB, etc., which do not need to be powered. Female tongue ⑮w — The κβ temple isolated system, most of which are rich in large and important building structures, such as bridges, hospitals, 15 (] / special. The above system is aimed at importance, weight (units) The load is about 1 = 1 to 1 500. The development of magical structures has high technicality and good results. It is inferred by the world. The difference is that it does not matter: it is like a cricket, and it has low popularity. In addition, major casualties caused by earthquakes still lead to a high proportion of ordinary dwellings. Therefore, in order to make one pound of casualties 'think about the development of energy-efficient and popular devices', the main reason is that on the one hand, if the superstructure is greatly reduced, and = 2 When the support points are increased, the support nodes are evenly distributed. The axial weight of the point will be within one tenth of the general reinforced concrete structure, and the performance requirements of the load range will be relatively reduced, so a new type will be produced: two economic structures and rubber springs for building structures. Research and development of Li Magic. ^ Earthquake (he weighs about 3 to 10 in the early position. The specific method is "substantially reduce and isolate the superstructure 5 | 之 Energy dissipating isolator (isolator) used in the configuration of the cloth 1" _Chen Yi '4, U Natural Rubber

Page 10 J WC3U 厶 5. Description of the invention (8), the combination of spring and steel plate combined to produce vibration-proof and compression-resistant steel plate, and the spring or bolts are connected by wind). "1, the raw materials are better than 2, the use of raw materials is more stable 3, power-free, 4, load-bearing support to support the building 5, the horizontal elasticity is slow and compliant 6, restore the ability to make the function 7, reduce vibration attenuation 8, the brake function in addition to earthquakes Based on the impact of the base isolation method, there is no need for the damping in the isolation system when the upper structure is isolated from top to bottom in the overall structure in order to adjust the external force. The advantages are as follows, and the advantages are as follows: economical capacity, simple and maintenance-free power. Under the function of automatic control and added kinetic energy, "the natural rubber and spring are used as the axial force support and the transverse structure to resist the structure easily. In the case of easy combination, the generation and service life are long. High rigidity spring and rubber can be passed through. Elastic force damping, lifting force [high performance, high performance—shake that shakes strongly at high frequency of earthquake—recovery function of earthquake level building—a function—use of the design of the out-of-ball shake design system to analyze the structure, and provide a structure After exerting the static, until the original attenuation Jianhuang or snails, such as the wind, when it is lowered, it can be seen that the relatively low seismic energy of the seismic isolation system such as the relatively lateral damping rubber and the building anchors and steel lift are three systems. The horizontal force distribution can be optimally the same as that of a stable support, and it is transformed into a strong rocking plate with a restored spring that resists the rigidity of the structure of the building. The isolated area, by using the situation separately,

Chu 862. Description of the invention (9) The basic principle of f earthquake design to improve the overall seismic resistance is to keep the building within the elastic limit during moderate earthquakes, and plastic deformation is allowed during large earthquakes, but the toughness requirements must not exceed the allowable Toughness capacity. The basic principle of creating an earthquake-resistant design is to keep the building within the limit of elasticity during moderate earthquakes, and allow plastic deformation during large earthquakes, but

I * must not be allowed to exceed the allowable toughness. The minimum design total transverse force (V) is calculated according to the following formula: v = ZdxCxW

Zd = ZxI / (1.4xayxFu)

Zd: Design ground surface acceleration coefficient, which is the ratio of the design ground horizontal acceleration to the gravitational acceleration g. · Specification coefficient of the normalized horizontal acceleration of the site = :, the total net load of the killer, and the movable compartment should be included in 75Kg / M2. Acceleration coefficient, representing the return period of the site, m years

Earthquake horizontal surface acceleration is the ratio of gravity acceleration 1: Use factor J ΥInitial undulating seismic force R C Structure α y = 1.—

Fu · Reduction coefficient of the seismic force of the structural system, °, the seismic resistance of the structure, and the dynamic system, the elastic coupling Iw j…, the period, for long-term | FU = R, for short-term vibration Sun Er Αk / high dynamic displacement is approximately the same ^ month b is approximately equal to the plastic system absorption price

500862 V. Description of the invention (ίο) FU = / · 2R-1 The combination of the first and the second at this time is mainly based on the superstructure frame load, the structural static load and the entire first beam and column 50 constitute the rigid frame 1 4 Quantities, Liang Chuan's main structure and exterior. We perfectly inspected the skeleton of its group head, chest as a human, beam, and according to the requirements of the above 1, the rigidity of the three-point cubic, stand-up cage head 9, the formation, column rebar reinforcement In addition, the composition of the person to be observed is the skeleton version of the cavityless body, and the method and the characteristics of the building technique are three-dimensionally sought. The focus of the construction. Surfaces, columns and horizontal bones are filled with light weight, surfaces, so that the concrete is too much collectively or dynamically formed according to the stress, the points of the same composition between the same large, refilling rules: framework, light steel rod 6. The frame is filled with high rigid walls and heavy-duty beam columns, and the internal body supports are small and similar. From the light line and the surface gap, the building skeleton can be assembled according to the outer aluminum of the structure. The composite structural shear energy steel frame structure makes the beam and column stresses such as the structural example of the body structure and the formation of the steel structure and body of the power building structure to support the vertical load type. Build a three-dimensional network of functioning words 7 and inner water and electricity pipelines 8 to form a lightweight steel construction method to reduce the force and increase. In addition to the large frame interruption surface, except for the bending moment, torsion-producing skeleton, filling, and the skeleton, I can (for example, the supporting bones of the thigh body are connected three-dimensionally in a proportionate manner, as described in 142 of the structural element system. Reduce the weight of the building, which is the economic structure of the self-construction, to form an aluminum net. 1 Set up the pillars that have a bone, a cage, and a cage. Cage-like style.

Page 13 500862 V. Description of the invention (11) 2 Oblique 'and new wayward moment frame, or concrete. It should be… that the total transverse force of 3 temples that arrived at more than 25% of the purple alone was added to the rectangular frame and the shear wall to make it more resistant. ^^ 1 $ The rectangular frame and the diagonal frame should be provided with light steel. Bone causes; Stiffness of the protagonist: Distributing seismic force. , Light weight, able to form a group ′ and its rigidity is generally resistant to behavior. In: ί style 1 Yaodu: with ;;: After that, new whole steel can be produced, with light steel wall components, externally sealed gold tubes, or realized in a lightweight form. ^ The fourth point of the metal shoulders to form the cage skeleton structure is the basic requirement of lightweight mixed plasticity, and the use of ball = light, a certain strength and solid 'type strength and insulation generated by sound, you and the cement together Hybrid coagulation: combined with the lightweight steel skeleton cylindrical skeleton 1 -4: water rate and other characteristics, building structure wall. The other is a lightweight steel frame; a good binary system framework 12 and waterproof treatment. The roof is set on the top of wood 1 4-the development of new construction and new construction methods that continue the traditional construction methods and cultural safety and economic requirements of the construction industry, especially to meet the requirements; first of all in the traditional reinforced concrete structure, because the main axis of the Ming Dynasty concept is quite the same The large beam-column cross section is also the main deadweight of the construction cost, and it generates low-energy seismic energy-reducing infrastructure and isolation devices, ^ ° 卩 minutes. If the support of the building can be met through a moderate structure: one-third of the construction materials can reduce the use of natural resources, and the reduction of the cross-section can greatly increase the net space, page 14 ：) U Li 2 V. Description of the invention (12) It is even possible to apply the dual integration of beams and columns and the plate system, and appropriately configure the shear walls on each floor, and reduce the height of the floor and the number of stairs. It is used in economic and space applications. In the development, new possibilities will arise. Twenty-one As shown in the first and second figures, the lightweight steel-reinforced concrete binary construction system construction method of the present invention includes the following steps: (3) Piling: driving the friction pile 1 into the ground to friction and soil Link b) Group just above level 1; c) Apply hinged rigid base plate d) Isolation device base plate 2 e) Cage skeleton into cage shape f) Cage skeleton columns 5 groups g) Light steel wall outside 7; h) Water and electricity pipelines i) Standard column rigidity is used to increase j) Light steel wall base plate: Assemble horizontal rigid base plate 2 to friction pile joint: Use friction joint 3 to connect friction pile 1 and level 2, and vibration isolation device 4 can be installed on horizontal rigidity Installation: Stand up: 5 sets of light steel-framed beams and columns, moon wood on the isolation device 4, · ,, wall standing pillars and crossbars: standing light steel wall standing pillars and crossbars 6M steel-framed beams Side net assembly ·· Assembly on the outer side of light steel ^ ^ Outer aluminum-zinc net assembly: Assemble the hydroelectric connector on the cage-shaped frame. Apply the Λ clothing > bag & road 8; Rigidity; set a rigid joint between the beam and column 5 5 Which five. Description of the invention (13) (k) Washing: Washing light-weight concrete 11 on the outside inscription '', Side Shaoci Net 10 rooms' Made lightweight concrete 11 1 (1) Light steel skeleton cage 14 combined; 屋顶 Roof frame and waterproof treatment; Set roof frame 12 on top of cage frame 1 4 and carry out Waterproof treatment. After the installation step (1), related operations such as the treatment of doors and windows, internal and external wall powder, water and electricity equipment can be performed. In the above disclosure, the outer aluminum word network 7, the mine thunder f々Q ^, tK electric circuit 8, the inner aluminum zinc wire 丄 0, and the light-weight concrete 11 are all indications of intercalation. $ · Ϊ́ 2 方 ί! Steel-bone concrete dual structure system and engineering ☆, from the concept, 1I 2, concrete, and has obtained relevant patents for each element ^ ^ j / c 1 Xiang = Cheng Zhizhengji case, And actively deal with related theories and periods, through the integration of industry, government, and academia, can be used and applied ~ brown people, to achieve the ideal of the occupants have their own house. The above-mentioned 'this invention is practically usable, novel, and innovative; the invention' is extremely industrial, and it is filed in accordance with the Patent Law. Thanks ;: Complying with the patent application requirements obstructs the rights of the inventor. ° Bang Chaya granted the patent in this case to ensure that the above is only the scope of the present invention_ Limits the scope of the patent of the present invention, so the = = feasible embodiment, not equivalent to the technical changes in the content, are returned, In the description and drawings of the present invention, Chen Ming is combined. J M is included in the scope of the present invention

Page 16 500862 Brief description of the drawings Brief description of the drawings: The first diagram is a schematic diagram of the construction system of the present invention. The second diagram is a flowchart of the construction method of the present invention. Explanation of symbols: 1 Friction pile 2 Horizontal rigid base plate 3 Relative joint 4 Energy-absorbing vibration isolation device 5 Beam column 6 Upright post and cross bar 7 Outer aluminum-zinc mesh 8 Hydroelectric pipeline 9 Rigid joint 1 0 Inner aluminum-zinc mesh 1: 1 Lightweight concrete 1 2 Roof structure 1; 3 Earthquake energy reduction foundation 1 4 Lightweight steel cage

Page 17

Claims (1)

500862 6. Scope of patent application 1. A lightweight steel-reinforced concrete binary structural system, including: seismic energy reduction foundation; energy-dissipation isolation device, which is set on the seismic energy reduction foundation; light steel cage A light-shaped steel frame is arranged on the energy-dissipation device. The lightweight steel-bone cage structure is assembled three-dimensionally with light steel bones according to the structural function to form a beam-column and wall-cage-type frame. The soil is combined with the lightweight steel cage cage to form a binary system building structure wall. 2. The lightweight steel-reinforced concrete dual structure system described in item 1 of the scope of the patent application, wherein the seismic energy reduction foundation includes a horizontal rigid base plate, a residual joint and a friction pile, and the hinge joint is connected to the horizontal rigid base plate. Between ^ and rubbing piles, the energy-dissipation and vibration isolation device is installed on the horizontal rigid base plate 1. 1-2 The lightweight steel-reinforced concrete = soil binary structure system described in item i of the scope of the patent application, wherein the lightweight steel cage-cage skeleton is a square steel pipe or a lightweight steel with a light steel wall component , Formed by an outer sealing metal mesh. -Sowing the second steel slurry of the lightweight steel bone concrete as described in the first patent application scope to solidify.亍 Complying with «* Ethylene and cement5, a kind of lightweight steel-reinforced concrete including: e Dangshangyifan structural system construction method, its step (a) driving the friction pile into the ground and connecting with the soil; (b) Assembling the horizontal rigid base plate to the friction pile = square ((: ί friction pile and water ... install the seismic device on the horizontal rigid base plate) 500862 Sixth, the scope of the patent application (e) consists of a light steel bone beam and column to form the cage shape skeleton On the isolation device; (f) Assembling light steel wall uprights and crossbars between light steel steel beams and columns; (g) Assembling the outer net on the outside of the light steel wall; (h) Assembling the hydropower pipeline on the cage skeleton (I) Assemble the inner mesh on the inside of the light steel wall; (j) Pour the lightweight concrete between the outer mesh and the inner mesh, so that the lightweight concrete is combined with the lightweight steel cage type skeleton; (k) in the cage The roof frame is set on the top of the frame. 6. The lightweight steel-reinforced concrete binary construction system construction method described in item 5 of the scope of patent application, wherein the side net outside step (g) is an aluminum net. 7. If a patent is applied for The lightweight steel-reinforced concrete binary structural system construction method described in the scope item 5, which The inner mesh of step (i) is an aluminum-zinc mesh. 8. The lightweight steel-reinforced concrete binary construction system construction method described in item 5 of the scope of the patent application, wherein step (k) is a roof frame and is waterproofed. 9 2. The lightweight steel-reinforced concrete binary structure system construction method as described in item 5 of the scope of the patent application, where step (k) can be followed by processing of doors and windows, strong powder coating inside and outside, interior and exterior installation, and hydropower equipment related operations. 1 0 5. The lightweight steel-reinforced concrete binary structure system construction method described in item 5 of the scope of the patent application, in which rigid joints can be provided between the beams and columns.