TW523566B - A dual-column quake isolating and decreasing structure system and construction method thereof - Google Patents

Abstract

This invention provides a dual-column quake isolating and decreasing structure system and construction method thereof, to be applied inside a building to form an isolating level, including: a number of dual-columns and a first bumping space formed thereto, two horizontal beams which are connected to two dual-columns with vertical space in between them to form the second bumping space, and an energy-decreasing bumper installed in the second bumping space. When horizontal earthquake force impacts on the building, the first bumping space enables the inner column (the first column) of the dual-column to produce a great elastic horizontal deformation to obtain isolating effect, while the non-elastic quake-decreasing function produced by the energy-decreasing bumper installed in the second bumping space will confine the deformation of the inner column inside the first space to weaken the horizontal earthquake force.

Description

B7 V. In the description of the invention, [Creation area] structural system and its construction method. ,,,. A seismic isolation structure constructed as an isolation layer [Description of Known Skills] Block: bit: =, the Philippine plate and the Eurasian plate caused earthquakes, since 88: 9 = impact, displacement caused the plate is often large Since the earthquake, the 33-story uplift in 1991 has caused shocks in the whole province. ^ 1 The squeezing of the second plate of the distant seas and seas has caused another earthquake nightmare, leaving the people of Taiwan still in fear. Most of the casualties caused by the earthquake come from the destruction and collapse of the building structure, causing a delay in the first rescue time and increasing casualties. Therefore, the people in the earthquake zone have all researched and constructed the earthquake resistance of the building i in order to reduce the earthquake and the building = The loss of life and property, the known $ shock energy dissipation device, such as the inventor of the first month, "in the Republic of China 8 0 s 1 Announcement number 16 " 1 blame (application number q 4 丄 8 θ) "Earthquake elimination device b", and the following two similar umbrellas were reported in the Republic of China on July 21, 2003, f number 2 27 28 if: (application number 8 3 2 0 ^ 210 ） "Scissor-type shock absorption and energy dissipation device", and the number of the public announcement No. 2 3 4 4 4 4 (application number 8 3 2 0 1 3 7 8) announced on November 1st of the Republic of China The patent case of "pressure-bearing shock absorption and energy dissipation device", and the latest 9 of the 11th year of Q. April 1st announcement No. 4 8 2 8 5 1 (Case No. 8 9 1 2 1 3 3 4) "Replaceable anti-seismic device and its construction method" 'all use the combination of a triangular or X-shaped steel sheet to page 4 Associate (CNS) Μ Specification (21〇χ297 public Dong)

‘(Please read the precautions on the back before filling out this page) Order — 523566 V. Description of the invention (2) The deformation caused by the earthquake force is to offset the destructive force of the earthquake to achieve the effect of damping energy. However, if the energy reduction device cooperates with the relevant components of the building structure, the benefits of building isolation and vibration reduction will be more obvious. As shown in the first figure, it is a ground beam of a basement 10 connected to an inner pillar 1 and the inner pillar 11 and connected to a beam 12 on the upper level. An outer pillar 13 surrounds the inner pillar 11 and forms a space 14 and The outer column 13 is connected to the ground beam 10 but is not connected to the upper beam 12, and a buffer energy dissipation device 15 is installed on the top of the pillar of the outer column 13 so that the buffer energy dissipation device 15 is interposed between the outer column 13 between the top end and the bottom surface of the upper beam 12 beam. When the earthquake generates transverse force on the building, the main structure composed of the upper beam 12 and the inner column 11 is transversely displaced relative to the outer column 13 because the buffer space is provided between the outer column 13 and the inner column n. 14, so that the inner column U can be elastoplastically displaced, but is subject to the effect of the buffer energy dissipation device 15, and absorbs part of the lateral force transmitted to the building due to the earthquake. Although the above example is the same as the change of the shape of the structural components of the building #the same work, there is still room for the development of the configuration of the structure and the configuration of the buffer energy dissipation device. The inventors have accumulated years of experience in the industry and are actively engaged in research, and a new "double-column-isolated structure system and its construction method" has emerged. [Creation summary] ^ Therefore, one object of the present invention is to provide a double-column-isolated shock-absorbing structure system, which is a vibration-isolation layer system having a double-column and a buffer energy-dissipation device. Another object of the present invention is to provide a method for constructing the above-mentioned double-column-isolated structure.

This paper is applicable to the _ home standard (⑽A4 specification (210X297 mm) 523566 A7 ——___ B7 _____ V. Description of the invention (3) Therefore, a double-column-isolated structure system of the present invention is used in a building structure A double-column isolation system is formed in the body. The double-column isolation system includes: a lower-level structural unit composed of a plurality of horizontally-intersecting lower beams forming a lattice-like structural unit; an upper-level structural unit that is composed of a plurality of horizontally-intersecting upper layers The beams form a lattice-shaped structural unit, and the plurality of upper beams correspond to the plurality of lower beams; the plurality of support beams extend from the intersection of the lower beams to the intersection of the corresponding upper beams and connect the upper and lower beams. Lower structural unit; an intermediary structural unit interposed between the upper and lower structural units, the intermediary structural unit consisting of a plurality of second pillars and a plurality of intermediary beams straddling between the second pillars; the plurality of branches The second pillars are hollow pillars that surround the corresponding first pillars, and between the inner edges of the second pillars and the outer edges of the corresponding first pillars. Forming a first buffer space; the top surface of the plurality of intermediary beams and the bottom surface of the corresponding upper beam forming the second buffer space; and a plurality of buffer energy dissipation devices are placed in the second buffer space to connect the intermediary structural unit and the Upper-level structural unit; In addition, the construction method of the above-mentioned double-column-isolated structure system is as follows: ⑴ Complete the lower-level structural unit; ⑴ Complete the plurality of first columns and connect with the lower-level structural unit; (3) Complete the hollow The 21st page of __.__ I 6 pages This paper size applies to Chinese National Standard (CNS) A4 (210X297 mm) (Please read the precautions on the back before filling this page)

， 可 I. Lin- 4 4 5 Description of the pillars and connecting each of the second pillars with a plurality of intermediary beams across the interphase; ") The buffer energy dissipation device is connected to the intermediary beams; Guang Guangyan 5) The plural structure is single it, so that the upper beam 6 70 is connected to the upper buffer energy dissipating device. ^ Corresponding to the top surface of the intermediary beam, such as when the lateral vibration force acts on the building structure, borrow a brother. The buffer space of the company provides the deformation space of the first column to facilitate the lateral elastic deformation of the f-th column and the use of the non-elastic damping effect of the buffer energy dissipation device of the second buffer space to control the first column. The first buffer space is deformed, thereby reducing the seismic lateral force. [Simplified description of the drawings] Other features and advantages of the present invention will be clear in the following detailed description of the car yoke yoke example with reference to the drawings Presentation, in the drawings: The first figure is a layout of a conventional buffer energy dissipating device and a double column placed on the top of an outer column; the second figure is a layout diagram of a first embodiment of the present invention, which is not intended; The third picture is the second picture A sectional view; the fourth diagram is a schematic diagram of the relationship between the double columns of the third diagram; the fifth diagram is a waterproof diagram of the upper structure unit and the intermediate structure unit; the sixth diagram is a connection diagram of the buffer energy dissipation device according to the first embodiment of the present invention; The seventh figure is a three-dimensional analysis of the buffer energy dissipation device according to the first embodiment of the present invention.

Page Size of this paper applies to Chinese National Standard (CNS) A4 (210X297 mm) 523566

Figure 8: Schematic diagram of the construction steps when the appropriate layer of a steel structure building according to the first embodiment of the present invention is a seismic isolation layer; Figure 9 is a diagram of the first embodiment of the present invention A schematic diagram of another construction step when a suitable layer in a steel structure building structure is a vibration isolation layer; The tenth figure is a suitable layer in a reinforced concrete building structure according to the first embodiment of the present invention Schematic diagram of the construction steps when the seismic isolation layer is used; Figure 11 is a schematic diagram of the second embodiment of the present invention; Figure 12 is a schematic diagram of the third embodiment of the present invention; Figure 12 is a partial section of the 12th figure A schematic diagram; and the fourteenth diagram is a schematic diagram of a fourth embodiment of the present invention. [Detailed description of the preferred embodiment] Please refer to the second and third figures of the first embodiment of the present invention for the structural plan and sectional view of a building 2. The structure of the building 2 has a plurality of levels above and below the level. Structural units 30, 3, and 32 (the second figure of this embodiment only shows three-layer structural units), the columns 40 and 41 connected between the upper and lower structural units 30, 31, and 32 are connected between the columns. Beams 50, 52, and 54 and transverse partitions (floor or raft-based) 60, 62, and 64 connected between the beams. An upper structure unit 31, a lower structure unit 30, an intermediate structure unit 7 and a plurality of buffer energy dissipating devices 8 constitute a shock absorbing and damping layer 9. In this embodiment, the seismic isolation layer 9 is disposed on the underground floor of the building 2 so that when the building 2 is subjected to the lateral seismic force, the lateral force can be absorbed by the seismic isolation layer 9 so that the seismic isolation layer is below the seismic isolation layer. The force will not be enlarged to the interval __ ^ page δ This paper size applies the Chinese National Standard (CNS) Α4 specification (210X297 mm) (Please read the precautions on the back before filling this page), τ · Lin: ο Above the 2 seismic layer, it achieves the effect of seismic isolation and protects the overall structure of the building 2: Cheng: the seismic isolation layer ", and the lower structural unit 3. It consists of a plurality of" 50 wooden edges staggered into a grid (such as The second figure), the material between the next 50 is made up of-6G continuous plate-body, composed-good shape = plate beam structure (this embodiment is a raft-based plate). Relative to the lower structural unit 30,-the upper structural unit 31 is located above the lower structural unit 3 () = distance, which is intersected by a plurality of _ 52 horizontally staggered into a grid (as shown in the figure) between the upper beam 52 It can be even more-the transverse partition plate is "connected into one", and the grid structure of the grid (this embodiment is a floor version of the ground floor). A plurality of branch-column 40 is connected to the lower structure upright Above the unit, 'the tops of the plurality of first pillars 40 are connected to the superstructure unit Η: connected' in the traditional structural form of the building 2 which is so common-common .: The intermediate structure unit 7 is interposed between the superstructure unit m and The intermediary structural unit 7 and the lower structural unit are structurally connected between the lower structure unit 30, but the distance from the upper structural unit 31-the distance is not connected: the plural buffer energy dissipation device 8 is selected in an appropriate position. Between the intermediate structure unit 7 and the upper structure unit 31, the intermediate structure unit 7 and the upper structure unit 31 are connected by the buffer energy dissipating device 8. The intermediate structure unit 7 is composed of a plurality of second pillars. 42 and straddling the second pillar 42 is composed of a plurality of intermediary beams 56. Referring to the fourth figure together, the plurality of second pillars 42 are hollow pillars each surrounding the outside of the corresponding first pillar 40, and the second pillar 42 A first 523566 A7 B7 is formed between the inner edge 422 and the outer edge 401 of each corresponding first column. 5. Description of the invention < A buffer space 70; the top surface of the plurality of intermediate beams and the corresponding upper beam 62 The bottom surface forms the second buffer space 72. A buffer energy dissipating device is installed in the _th buffer space 72. In the second buffer space 72 between the pair of second pillars 42, a plurality of buffer energy dissipating devices are installed. Device 8 (shown in the second and third figures ^ 示 # 安 裂 一 处 Representative). The form of the buffer energy dissipating device 8 can also have various options, mainly because the buffer energy dissipating device 8 has an inelastic shock absorption effect. It is enough to dissipate the seismic energy. For example, the inventor has recently been approved to announce the use of the buffer energy dissipation device in the M2 851 "replaceable seismic device and its construction method" (see Figure 6) And the seventh figure), can be used in the two buffer spaces 72. As shown in the seventh figure The buffer energy dissipation device 8 shown in the figure includes a bottom profile 80, a bottom plate 81, a plurality of χ-shaped steel rice 82, a top rice fan_ several pad plates 84,-top cymbal steel 85, and a plurality of cooperation The bolt assemblies are assembled in the above order; the bottom rice 81 and the top silver M are provided with correspondingly spaced slots 811 and 83, and each end of the χ-shaped steel silver 8 is Set into the corresponding slots 811 and 831, respectively. The “slabs 84 are arranged on the top sheet S3 and bounded by the top profile steel ^ = There is a vertical buffer space formed between the sheet 83. ° Item Please refer to the third and sixth figures. The buffer energy dissipation device 8 a # The top surface of the intermediary beam 56 and the bottom surface of the upper beam 52 are installed in the space 72. When the lateral vibration force is applied to the building 2 Jieshi, Youchong provides _ 柱 70 between the first pillar 40 and the second pillar 42 to provide the first pillar 40 with deformation space and benefit. You Chong Er ^ Di—Carcass No. 40 (Please read the precautions on the back before filling in this page) 复 Reorder-Page 82 Available Page 10 This paper is the standard for financial compliance (CNs) Α4 size (21GX297) (Writing) 8 8 Five invention description The column 40 X joint can provide appropriate flexibility, that is, the-section size, = and ^ parts can be smaller than other parts of the column ... Supporting capacity for vertical load. The 4th and 2nd buffer space 72__, which is controlled by the damping action of At Zhuangyin, has a non-elastic amount. Λ The change of the pillar 40 in the first buffer space 70 is therefore-the first buffer space 70 between the two pillars allows the first main body to be flexible and flexible, and-the side is installed by the second buffer space 72 and The buffer energy dissipating device i 8 that reduces the f effect controls the first cylinder 40 to change back and forth, and naturally achieves the function of buffering and dissipating the fly, so that the transverse force brought by the earthquake affects the structure figure 2 of the surface 2 The seismic isolation layer configured by the double-column seismic isolation structure system can reduce the seismic force of buildings and structures below the seismic isolation layer. Moreover, the seismic force does not go above the seismic isolation layer. The building structure is enlarged, so that the whole building structure can maintain elastic force, which greatly improves the seismic safety of the building structure. For other details of the present invention, please refer to the third figure, in the first pillar 40 and the upper beam. At the intersection of 52, the two sides 521 of the upper beam 52 may be relatively widened from the bottom of the beam, so that the distance of the side 52 of the beam beyond the outer edge 421 of the second column is greater than that of the second column 42. The distance between the inner edge 422 and the outer edge 401 of the first cylinder 40. In a special shape In addition, the second pillar 42 can be designed to have sufficient strength to resist horizontal forces to suppress the lateral large deformation of the first pillar 40, and it can also have sufficient strength to resist vertical load to bear the first pillar 40's buckling. The transferred vertical load is mentioned on page 11. The paper size is applicable to the Chinese National Standard (CNS) A4 (210X297 mm).

1. A t-C, please read the precautions on the back before filling in this page) 523566 _ B7 V. Description of the invention (9 / The second line of defense for the vibration isolation structure system. As shown in the fourth figure, the second The column 〇 and the formed first buffer space 70, without affecting the shape of the first bean ^, can also be filled with strong ground | 40 lateral change material. Saline material 74 such as Polyron, soft filling Qi ^ As shown in the third and fifth figures, since the intermediary junction superstructure unit 31 is in contact, it is not outside the building 2: its superstructure unit 31 is in the basement of the second column 21 near the outer side of the soil. The top of the outer wall 44 (refer to the second picture) is not in contact with the shape: ― 211 ′ In order to prevent water and moisture from entering the interior of the building 2, the room is called a flexible waterproof jointing material 212. The jointing material = Silicon series or polyester rubber series .... In the present invention, if the vibration isolation layer is planned to be used in a private space, the intermediate beam 56 provides a second buffer space between the upper beam 52 and the intermediate beam 56 in pairs. They can also be connected by a transverse partition 66 (refer to the third picture) to connect the intermediary beams into one. The grid-like plate body provides privacy underneath for home living room, bedroom, etc. Refer to Figure 11 again, which shows the shock-absorbing layer of the present invention! Can also be set as a normal building The height of the second floor of the building is to increase the length of the inner sweep 40 and increase the flexibility of the inner pillar 40. Between the lower beam 50 and the intermediary beam 56 that reach the two outer pillars 42, a partition beam 5 is still provided. And connect the partition 68 on the partition beam 58 to maintain the function of je commonly used on the second floor. — 'In this issue, page 12 This paper applies the Chinese National Standard (CNS) Α4 specification (21〇 χ297 mm) ιυ is classified as a private space, such as 5! ^ Bu Diao used soap room use, then the top surface of a solid wall ΓΓΛΙxibo pillar 42 to replace the intermediary beam 'in the solid wall 51' θ rank beam The second buffer space 72 is formed between the bottom surface of 52 to buffer the energy dissipating device 8. Please also take a look at the twelve pictures of the younger brother Xuan Xuan & 讶, and you can also use the underground W to project into the room. A section—the thick section 55, the thick section is formed by the bottom surface of the beam 52 of this layer. The second buffer space 72 is provided with a buffer energy dissipating device 8.-Another embodiment of the present invention is shown in the fourteenth figure, and if the first pillar 42 is made of brick or a light compartment, it basically bears Horizontal horizontal force = Limited force 'Therefore, two upper and lower beams can be suspended from the upper beam 52: stop block 522, sandwiched between the two support blocks 522—a solid wall η, and the two stop blocks 522 and The solid wall 51 forms the same third buffer space 73 as the first buffer space 70; and the top surface of the solid wall 51 and the bottom surface of the upper beam 52 form a second buffer cymbal 72 to cushion the energy dissipation device 8. At this time, when the distance of the lateral flexible deformation of the first column 40 is greater than the first buffer space 70, the contact block 522 is blocked from contact with one side of the solid wall 51, and the solid wall 51 & the stop block must be It has sufficient stiffness to prevent the first cylinder 40 from continuing to deform, and the buffer energy dissipating device 8 of the “second buffer space” exerts an inelastic damping effect to control the first cylinder 40 in the first buffer space 70 Of deformation. Similarly, the two ends of the thick plate portion 55 in the third embodiment may be the same as the two sides of the solid wall 51 in this embodiment, and a stop block 522 may be set up from the upper beam 52 to make the stop block 522 A buffer space is formed without contacting the two ends of the thick plate portion 53, and its function is the same as that of the above embodiment, and will not be described again. Page 13 523566, the description of the invention, the construction steps of the double-column-isolated structure of the present invention may be slightly different depending on whether it is a steel structure or a concrete structure. The following description of the construction site of the towel please refer to the first-embodiment: Figure and In the third figure, the construction steps of the other embodiments are referred to the first embodiment, which are easy to know, and will not be repeated. When it is applied to the appropriate layer of the steel structure, the construction steps are as follows (see Figure 8): (1) Complete the lower structural unit 30: Complete the lower structural unit Beam 50 and diaphragm 60; (2) Assembling a first pillar 40: a plurality of first pillars 40 are assembled on the lower structural unit 30 and connected to the lower structural unit 30; a second pillar 42 is assembled: A plurality of second pillars 42 are spaced from a first buffer space 70 around a corresponding outer periphery of each of the first pillars 40, and each of the second pillars 42 is connected to the lower structure single 7C 30, and the second The pillar 42 constitutes a part of an intermediary structural unit 7; the intermediary beam 56 is assembled: a plurality of intermediary beams 56 are connected across the adjacent second pillar 42 to form another part of the intermediary structural unit 7; female I Buffer energy dissipating device 8: A plurality of buffer energy dissipating devices 8 are connected to the top surface of the intermediary beam 56; tu becomes an upper structural unit 3 丨: a plurality of upper layer beams 52 are connected to the upper part of each adjacent first column 40, and On (3) 4) 5) (6

Page 14 This paper size applies Chinese National Standard (CNS) A4 specification (210X297mm T (please read the precautions on the back before filling this page), 1) (7) 523566 5. Description of the invention (12) The bottom surface of the beam 52 and the corresponding intermediary beam are separated by a first-π 1 such as the first% of the space 72, and the upper horizontal partition 62 can be completed on the upper layer. The wooden solid state buffer energy dissipation device 8: in the second The buffering energy dissipation device 8 is connected to the upper beam 52 in the buffer space 72 to complete the fixation. Because it is a steel structure construction, the above steps ⑴, and the previous and subsequent times can be modified as follows (please refer to the ninth figure together): () Xincheng superstructure unit 31: a plurality of upper beams 52 are connected to the upper part of the adjacent first column 40, and the upper beams 62 are completed in the upper layer = 52, and the superstructure 2 70 31 is completed. Corresponding to the corresponding intermediary, the top surface of the crossbeam 56 is separated by a second buffer space 72. (6 ') / Constant buffer energy dissipation device 8: Install a buffer energy dissipation device 8 in the second buffer space 72 so that it is in contact with the bottom surface of the upper beam 52 and the intermediary The top surfaces of the beams 56 are connected. It is applied to a reinforced concrete When one of the appropriate layers of the building structure is a seismic isolation layer, the construction steps are as follows (refer to the tenth figure): (1) Complete the lower structural unit 30: the lower beam 50 and the reinforced concrete 60. Operation (tie bars and pour concrete and maintain health); 疋 Form the first pillar 40: overlap the lower structural unit 30, and stand the pillars of the first pillar 40, seal the side formwork, pour the concrete , Health maintenance and demoulding; page 15 This paper size applies to Chinese National Standard (CNS) A4 specifications (210X297). (Please read the precautions on the back before filling this page). Order | (2) 523566 V. Invention Explanation (13 (3) The operation of Xincheng intermediary structural unit 7 before pouring: installing a buffer material 74 around the outer edge of each corresponding first pillar 40 is an internal mold, and the space occupied by the buffer material is a first Cushioning space 70 · 'Sequentially outside the cushioning material 74 overlaps the second pillar 42 pillars from the lower structural unit 30, seals the second pillar 42 side molds, sets up the span and interposes between the second pillars 42 k-beam 56 outer mold and the steel bar forming the intermediary beam 56; installation of buffer energy dissipation device 8 bottom concrete section steel 80 ... Anchor steel bars connected below the bottom profile steel 80 of the buffer energy dissipating device 8 are buried in the intermediary beam; follow-up operation of the intermediary structure unit 7: placing the second column 42 of the intermediary structure unit 7 and the concrete of the intermediary beam 56 The bottom profile steel 80 is fixed to the top surface of the intermediary beam; the upper structural unit 3 1 is completed: the molds for the upper beam 52 and the upper diaphragm 62 across the first pillar 40 are sealed, tie bars, and the plural The top n-shaped steel 85 of the buffer energy dissipating device 8 is buried in the upper beam 52 with the anchoring bar connected above it, and the upper structural unit 3 is poured. Concrete, health and demoulding; (7) Installing the buffer energy dissipating device 8: the buffer energy dissipation device 8 other components, a bottom sheet 81, a plurality of X-shaped steel sheets 82, a top sheet 83, and a plurality of pad sheets 84, and a plurality of matched bolt assemblies 86 are set on the bottom surface of the upper beam 52 and Intermediate horizontal 4) (5) (6) Ningzhi (Please read the precautions on the back before filling out this page) Page 16 This paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm) 523566 A7 B7 14 5 2. Description of the invention Between the top surfaces of the beams 56 (second buffer space). (The Society will read the notes on the back before filling in this page.) However, the above are only the preferred embodiments of the present invention. When this cannot be used to limit the scope of the present invention, that is, anyone who applies for a patent in accordance with the present invention The scope and simple equivalent changes made in the content of the creation description should still fall within the scope of the invention patent. '' P.17 This paper size applies Chinese National Standard (CNS) A4 (210X297 mm) 523566 A7 B7 V. Description of the invention (15) [Comparison of component numbers] 2 Building 30 Lower structural unit 31 Upper structural unit 40 First Cylinder 401 First cylinder outer edge 42 Second cylinder 421 Second cylinder outer edge 422 Second cylinder inner edge 50 Lower beam 52 Upper beam 521 Beam side 522 Stopper 53 Exterior wall 55 Thick section 56 Intermediate beam 58 Reinforcing beams 60 transverse partition 62 transverse partition 66 transverse partition 68 transverse partition 7 intermediary structural unit 70 first buffer space 72 second buffer space 73 third buffer space 74 buffer material 8 buffer energy dissipation device 80 bottom profile steel 81 Bottom sheet 811 Slotted 82 X-shaped steel sheet 83 Top sheet 831 Slotted 84 Backing sheet 85 Top profile steel 9 Vibration isolation layer (please read the precautions on the back before filling this page) Page 18 This paper size applies to Chinese national standards (CNS) A4 size (210X297 mm)

Claims (1)

523566 Application scope 10 15 20 25 1 ·-A kind of double-column-isolated shock-absorbing structure forms a vibration-damping structure in a building structure, including: salty exhibition floor, the double-column-isolating structure system includes the lower layer structural unit, which consists of The reed beams below the intersection of the plural crosses form a zongzi-like structural unit; θ,-an upper structural unit consisting of the upper beams at the intersection of the plural crosses-a zongzi-like structural unit, and the plural upper layers are transverse; Correspondence; / 'A plurality of first pillars extend from the intersection of the lower beam to the intersection of the corresponding upper beam and connect the upper and lower structural units; an intermediary structural unit is interposed between the upper and lower structural units In between, the intermediate structural unit is composed of a plurality of second pillars and a plurality of intermediate beams spanning 1 between the second pillars; the plurality of second pillars are hollow cylinders each surrounding the corresponding first body And a first buffer space is formed between the inner edge of the second pillar and the corresponding first pillar ~ outer edge; the top surface of the plurality of intermediate beams and the bottom surface of the corresponding upper beam form the second buffer. And a plurality of buffer energy dissipating devices are placed in the second buffer space to connect the intermediate structural unit and the upper structural unit; thus, when a lateral seismic force acts on the building structure, it is provided by the first buffer space The first column can produce a large lateral deformation isolation, and use the inelastic damping effect of the buffer energy dissipating device of the second buffer space to control the first column of the upper element (please read the precautions on the back first) (Fill in this page again.) Page 19 This paper is sized for China National Standard (CNS) A4 (21 × 297 mm) 523566 A8 B8 This paper size applies to China National Standard (CNS) A4 (210X297 mm) 523566 A8 B8 C8 D8 、 Applicable patent scope 10 15 20 parts; Set up intermediary beams: plural intermediary beams are connected across the adjacent second column to form another part of the intermediary structural unit; women's buffer energy dissipation device: plural buffer energy dissipation Can be connected to the top surface of the intermediary beam; forming an upper structural unit: a plurality of upper beams are connected to the upper portions of the adjacent first columns, and the bottom surface of the upper beam is separated from the top surface of the corresponding intermediary beam by a second buffer; At the same time, the upper-layer transverse partition can be completed between the upper-layer beams; and the fixed buffer energy-dissipation device: the buffer energy-dissipation device is connected to the bottom surface of the upper-layer beam in the second buffer space to complete the fixing. 7. A construction method of a double-column-isolated shock-absorbing structural system, which is applied to an appropriate layer of a steel structure building structure. The construction steps are as follows: (1) Complete the lower structural unit; complete the lower beam of the lower structural unit. And the horizontal partition between the lower beams; (4) (5) (6 (7) 2) (Please read the notes on the back before filling in this page) Order — 25 first columns: multiple first columns Assembled on the lower structural unit and connected to the lower structural unit; Assembled second pillars: a first buffer space is spaced around the outer periphery of the corresponding first pillars, a plurality of first bodies are formed and each of the two pillars is formed It is connected to the paper layer on page 21 of this paper, which is in accordance with Chinese National Standards (CNS) A4 specifications (210X297 ^) (2) (3) 523566 Δβ Α〇Β8 C8 __ D8 VI. The second column is connected with the structural unit of the patent application The body constitutes a part of an intermediary structural unit; (4) the assembly of an intermediary beam ·· a plurality of intermediary beams are connected across the adjacent second column to form another part of the intermediary structure single 5 yuan; (5) 70% upper structural unit: complex The upper beam is connected to the upper part of each adjacent first column, and the upper beam can be completed at the same time as the upper beam. The upper beam is separated from the bottom surface of the upper beam and opposed to the top surface of the middle beam. Forming a second buffer space; and (6) fixing the buffer energy dissipating device: installing a buffer energy dissipating device in the second buffer space to connect the bottom surface of the upper beam and the top surface of the intermediate beam. 15 8 · A method of defending a double-column-isolated shock-absorbing structural system, which is applied to an appropriate layer in a reinforced concrete building structure. The construction steps are as follows: ⑴% into the lower structural unit: the lower beam and the diaphragm. Reinforced concrete operations (reinforcing bars and placing concrete 20 and keeping healthy); Complete the first column: overlap the lower structural unit, 'stand the first column's reinforcement, seal the side mold, pour concrete, and maintain health And dismantling; complete the pre-washing operation of the intermediary structural unit: install the buffer material around the outer edge of the corresponding first column is page 22 (please read the precautions on the back before filling this page) 25 523566 A8 B8 C8 D8 Application scope of patent 10 15 20 Inner mold, the space occupied by the buffer material is a first buffer space, and the second column ribs and seals are sequentially overlapped from the lower structural unit on the outside of the buffer material. Two-cylinder side molds, the outer molds that span the intermediary beams between the second cylinders, and the steel bars that form the intermediary beams; (4) Installing the bottom of the buffer energy dissipating device: Section steel: the bottom of multiple buffer energy dissipating devices. The anchoring bar connected below the profile steel is buried in the intermediary beam; (5) Subsequent operations of the intermediary structure unit: placing the second column of the intermediary structure unit and the concrete of the intermediary beam, and fixing the bottom profile steel to the top surface of the intermediary beam ; (6) Complete the upper structural unit: seal the mold, tie the bar across the upper beam and the upper diaphragm between the first pillars, and connect the top profile steel of the plurality of buffer energy dissipation devices with the top of it. Anchor steel bars are buried in the upper beams, the concrete of the upper structure unit is placed, health preservation and mold removal; and (7) installation of the buffer energy dissipation device: a bottom sheet of the other components of the buffer energy dissipation device, a plurality of X-shaped steel sheets ,One And a plurality of pad sheet, by a plurality of bolts with the upper cross member assembly stand group (second buffer space) between the bottom surface and the top surface of the intermediary beams. Page 23 This paper size applies Chinese National Standard (CNS) Α4 specification (210X297 mm) (Please read the precautions on the back before filling this page)