TWI739228B - Energy dissipation structure - Google Patents
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- TWI739228B TWI739228B TW108144089A TW108144089A TWI739228B TW I739228 B TWI739228 B TW I739228B TW 108144089 A TW108144089 A TW 108144089A TW 108144089 A TW108144089 A TW 108144089A TW I739228 B TWI739228 B TW I739228B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
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- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
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- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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Abstract
Description
本發明係關於一種消能結構。本發明提供的消能結構適用於建築結構、橋樑、軌道交通等工程結構。The present invention relates to an energy dissipation structure. The energy dissipation structure provided by the invention is suitable for construction structures, bridges, rail transit and other engineering structures.
在一般的建築結構中,通常含有大量的砌體牆,這些砌體牆並不屬於主體結構,但會對主體結構提供一定的額外剛度,在地震作用下,這些砌體牆可能損壞、倒塌,從而對主體結構造成一定的影響。為了提高主體結構的安全性,通常可以在主體結構中安裝消能器來減少主體結構的地震作用,但會產生額外的費用。這些額外費用對於重要建築來說,尚可接受,但對於一般建築或農村建築,則不太容易接受。In general building structures, there are usually a large number of masonry walls. These masonry walls do not belong to the main structure, but they provide a certain amount of extra rigidity to the main structure. Under the action of an earthquake, these masonry walls may be damaged or collapsed. This will have a certain impact on the main structure. In order to improve the safety of the main structure, energy dissipators can usually be installed in the main structure to reduce the seismic effect of the main structure, but additional costs will be incurred. These additional costs are acceptable for important buildings, but not easy for general buildings or rural buildings.
另外,在現在的消能減震(振)結構中,消能器對主體結構的消能減震(振)作用,均是通過有限的、局部的、集中的消能器來實現。實際工程中,由於建築、結構、設備等方面的制約,消能器的佈置位置往往受到限制;此外,由有限數量的消能器來發揮對主體結構的消能減震(振)作用時,對單個消能器的承載力等力學性能有較高的要求,從而使單個消能器的設計、製造、安裝均具有一定的難度。因此,基於上述原因,常規的消能器對主體結構的消能作用在一定程度上受到影響。In addition, in the current energy dissipation and shock absorption (vibration) structure, the energy dissipation and shock absorption (vibration) effects of the energy dissipator on the main structure are all realized through limited, local, and concentrated energy dissipation devices. In actual engineering, due to restrictions on buildings, structures, equipment, etc., the placement of energy dissipators is often restricted; in addition, when a limited number of energy dissipators play the role of energy dissipation and shock absorption (vibration) on the main structure, There are higher requirements on the mechanical properties such as the bearing capacity of a single energy dissipator, which makes the design, manufacture, and installation of a single energy dissipator have a certain degree of difficulty. Therefore, based on the above reasons, the energy dissipation effect of the conventional energy dissipation device on the main structure is affected to a certain extent.
因此,本領域技術人員一直致力於開發一種新的具有消能減震(振)功能的消能結構。Therefore, those skilled in the art have been committed to developing a new energy dissipation structure with energy dissipation and shock absorption (vibration) functions.
有鑒於現有技術的上述缺陷,本發明提供了一種新的消能結構,要解決的技術問題是提高主體結構(建築結構、橋樑、軌道交通等)的消能減震(振)效果,減少消能減震(振)裝置對建築、結構、設備等造成的影響,並降低成本,方便安裝。In view of the above-mentioned shortcomings of the prior art, the present invention provides a new energy dissipation structure. The technical problem to be solved is to improve the energy dissipation and vibration reduction (vibration) effect of the main structure (building structure, bridge, rail transit, etc.), and reduce the energy dissipation. It can reduce the impact of shock (vibration) devices on buildings, structures, equipment, etc., and reduce costs and facilitate installation.
為解決上述問題,本發明採取的技術方案是:一種消能結構,所述消能結構內填充和/或安裝有多個耗能體。In order to solve the above-mentioned problems, the technical solution adopted by the present invention is: an energy dissipation structure in which multiple energy dissipation bodies are filled and/or installed.
優選地,所述多個耗能體佈置於同一消能子結構,和/或佈置於同一面牆體。Preferably, the multiple energy dissipation bodies are arranged in the same energy dissipation substructure, and/or arranged on the same wall.
優選地,所述耗能體包括耗能材料和/或消能器,所述消能結構內還填充有多個剛體,所述多個剛體中的至少一部分通過多個所述耗能材料和/或消能器連接;或者,所述耗能體包括消能器,所述消能器通過以下其中之一或以下多種組合的方式佈置:1)橫向並排佈置;2)縱向並排佈置;3)斜向並排佈置;4)多行多列陣列佈置;5)交叉佈置;6)無規則排列;或者,所述耗能體包括由耗能材質製成的片狀耗能體、和/或耗能材質製成的塊狀耗能體、和/或耗能材質製成的線狀耗能體、和/或耗能材質製成的杆狀耗能體;所述片狀耗能體、和/或塊狀耗能體、和/或線狀耗能體、和/或杆狀耗能體以下其中之一或以下多種組合的方式佈置:1)橫向並排佈置;2)縱向並排佈置;3)斜向並排佈置;4)多行多列陣列佈置;5)交叉佈置;6)無規則排列;或者,所述耗能體包括耗能材料和消能器,多個所述消能器中的至少一部分通過多個所述耗能材料連接。Preferably, the energy dissipating body includes an energy dissipating material and/or an energy dissipator, and the energy dissipating structure is also filled with a plurality of rigid bodies, and at least a part of the plurality of rigid bodies passes through a plurality of the energy dissipating materials and / Or the energy dissipator is connected; or, the energy consuming body includes an energy dissipator, and the energy dissipator is arranged by one of the following or a combination of the following: 1) horizontally arranged side by side; 2) longitudinally arranged side by side; 3 ) Obliquely arranged side by side; 4) Multi-row and multi-column array arrangement; 5) Cross arrangement; 6) Irregular arrangement; Or, the energy consuming body includes a sheet-shaped energy consuming body made of energy consuming material, and/or A block-shaped energy dissipating body made of energy dissipating materials, and/or a linear energy dissipating body made of energy dissipating materials, and/or a rod-shaped energy dissipating body made of energy dissipating materials; the sheet-shaped energy dissipating body, And/or block energy consuming bodies, and/or linear energy consuming bodies, and/or rod-shaped energy consuming bodies are arranged in one of the following or multiple combinations of the following: 1) horizontally arranged side by side; 2) longitudinally arranged side by side; 3) Obliquely arranged side by side; 4) Multi-row and multi-column array arrangement; 5) Cross arrangement; 6) Irregular arrangement; Or, the energy consuming body includes energy consuming materials and energy dissipators, and a plurality of the energy dissipators At least a part of it is connected by a plurality of the energy-consuming materials.
優選地,所述剛體包括金屬材料剛體、和/或非金屬材料剛體、和/或金屬非金屬複合材料剛體;或者,所述剛體包括實心剛體、和/或空心剛體;或者,所述剛體包括砌塊。Preferably, the rigid body includes a metal material rigid body, and/or a non-metal material rigid body, and/or a metal and non-metal composite material rigid body; or, the rigid body includes a solid rigid body and/or a hollow rigid body; or, the rigid body includes Block.
優選地,所述砌塊包括實心砌塊、和/或多孔砌塊、和/或空心砌塊。Preferably, the blocks include solid blocks, and/or porous blocks, and/or hollow blocks.
優選地,所述耗能材料包括變形耗能材料、和/或摩擦耗能材料、和/或黏滯耗能材料、和/或黏彈耗能材料、和/或攪拌耗能材料、和/或液壓耗能材料。Preferably, the energy-consuming material includes deformable energy-consuming materials, and/or friction energy-consuming materials, and/or viscous energy-consuming materials, and/or viscoelastic energy-consuming materials, and/or stirring energy-consuming materials, and/or Or hydraulic energy-consuming materials.
優選地,所述變形耗能材料包括變形耗能金屬材料、和/或變形耗能非金屬材料、和/或變形耗能金屬非金屬複合材料。Preferably, the deformable energy-consuming material includes a deformable energy-consuming metal material, and/or a deformable energy-consuming non-metal material, and/or a deformable energy-consuming metal non-metal composite material.
優選地,所述變形耗能金屬材料包括軟鋼、和/或鋼、和/或鋁、和/或鉛、和/或銅、和/或合金;所述變形耗能非金屬材料包括橡膠、和/或高分子材料、和/或環氧樹脂、和/或結構膠、和/或環氧樹脂砂漿、和/或環氧基、和/或環氧黏結劑、和/或聚氨酯黏結劑、和/或橡膠黏結劑、和/或丙烯酸酯黏結劑;所述變形耗能金屬非金屬合成材料包括鉛黏彈、和/或鋼黏彈、和/或疊層橡膠。Preferably, the deformation energy-consuming metal material includes mild steel, and/or steel, and/or aluminum, and/or lead, and/or copper, and/or alloy; the deformation energy-consuming non-metallic material includes rubber, and /Or polymer materials, and/or epoxy resins, and/or structural adhesives, and/or epoxy resin mortars, and/or epoxy groups, and/or epoxy adhesives, and/or polyurethane adhesives, and / Or rubber bonding agent, and/or acrylate bonding agent; the deformation energy dissipating metal non-metallic synthetic material includes lead viscoelastic, and/or steel viscoelastic, and/or laminated rubber.
優選地,所述摩擦耗能材料包括摩擦耗能金屬材料、和/或摩擦耗能非金屬材料、和/或摩擦耗能金屬非金屬複合材料。Preferably, the friction energy dissipating material includes a friction energy dissipating metal material, and/or a friction energy dissipating non-metal material, and/or a friction energy dissipating metal non-metal composite material.
優選地,所述摩擦耗能金屬材料包括鋼-鋼摩擦耗能材料、和/或鋼-銅摩擦耗能材料、和/或鋼-鉛摩擦耗能材料、和/或銅-鉛摩擦耗能材料、和/或銅-鉻摩擦耗能材料;所述摩擦耗能非金屬材料包括砂漿耗能材料、和/或瀝青耗能材料、和/或黏滯耗能材料、和/或黏彈性耗能材料、和/或加固用砂漿、和/或加固用鐵氟龍;所述摩擦耗能金屬非金屬複合材料包括橡膠和金屬、高分子材料和金屬、鐵氟龍和鉻。Preferably, the friction energy dissipating metal material includes steel-steel friction energy dissipating material, and/or steel-copper friction energy dissipating material, and/or steel-lead friction energy dissipating material, and/or copper-lead friction energy dissipating material Materials, and/or copper-chromium friction energy dissipation materials; the friction energy dissipation non-metallic materials include mortar energy dissipation materials, and/or asphalt energy dissipation materials, and/or viscous energy dissipation materials, and/or viscoelastic energy dissipation materials Energy materials, and/or reinforcement mortar, and/or reinforcement Teflon; the friction energy-consuming metal non-metal composite material includes rubber and metal, polymer material and metal, Teflon and chromium.
優選地,所述的多個消能器為同一種,或者,所述的多個消能器為不同種。Preferably, the plurality of energy dissipation devices are of the same kind, or the plurality of energy dissipation devices are of different kinds.
優選地,所述消能器為以下一種或幾種:速度相關型消能器、或位移相關型消能器、或複合型消能器。Preferably, the energy dissipator is one or more of the following: a speed-related energy dissipation device, or a displacement-related energy dissipation device, or a composite energy dissipation device.
優選地,所述消能器為以下一種或幾種:黏滯消能器、黏彈性消能器、黏滯阻尼牆、黏彈性阻尼牆、金屬阻尼牆、金屬屈服型消能器、金屬摩擦型消能器、金屬剪切型消能器、鉛擠壓消能器、連梁消能器、屈曲約束支撐、屈曲約束鋼板牆、調諧質量消能器、調諧液體消能器、鉛橡膠消能器、組合式鉛橡膠消能器、鉛黏彈性消能器、流體黏彈性消能器、軟鋼摩擦消能器、記憶合金消能器、扇形消能器、用於隔震的橡膠支座。Preferably, the energy dissipation device is one or more of the following: viscous energy dissipation device, viscoelastic energy dissipation device, viscous damping wall, viscoelastic damping wall, metal damping wall, metal yield type energy dissipation device, metal friction Type energy dissi Energy dissipation device, combined lead rubber energy dissipation device, lead viscoelastic energy dissipation device, fluid viscoelastic energy dissipation device, mild steel friction energy dissipation device, memory alloy energy dissipation device, sector energy dissipation device, rubber bearing for vibration isolation .
本發明的有益效果為:本發明一方面是將非主體結構的砌體牆轉變為帶有耗能能力的牆,增加對主體結構的耗能作用,從而能解決非主體結構的砌體牆在地震作用下損壞、倒塌所帶來的對主體結構影響,同時也不顯著增加額外費用;另一方面將現有的單個消能器的設置改變成多個離散化的耗能體,方便耗能體的安裝。The beneficial effects of the present invention are: on the one hand, the present invention transforms a non-main structure masonry wall into a wall with energy dissipation capacity, increases the energy dissipation effect on the main structure, and can solve the problem of the non-main structure masonry wall The damage and collapse caused by the earthquake will affect the main structure without significantly increasing additional costs; on the other hand, the existing single energy dissipator is changed into multiple discrete energy consuming bodies, which is convenient for the energy consuming bodies. installation.
以下將結合附圖對本發明的構思、具體結構及產生的技術效果作進一步說明,以充分地瞭解本發明的目的、特徵和效果。In the following, the concept, specific structure and technical effects of the present invention will be further described with reference to the accompanying drawings, so as to fully understand the purpose, features and effects of the present invention.
本申請所採用的術語“消能子結構”應當被理解為:用於與消能結構直接連接的主體結構單元,消能子結構的主要作用是工程結構的承力。消能子結構的例子包括但不限於:由相鄰的框架梁和框架柱構成的主體結構單元、由相鄰的框架梁和剪力牆構成的主體結構單元、由某根連梁或某個消能結構相連的相鄰的剪力牆。The term "energy dissipating substructure" used in this application should be understood as: the main structural unit directly connected to the energy dissipating structure, and the main function of the energy dissipating substructure is the bearing capacity of the engineering structure. Examples of energy dissipating substructures include, but are not limited to: the main structural unit composed of adjacent frame beams and frame columns, the main structural unit composed of adjacent frame beams and shear walls, a certain connecting beam or a certain Adjacent shear walls connected by energy dissipation structures.
本案中所採用的術語“消能器”應當被理解為:任何適用於建築、橋樑、鐵路等工程結構的利用結構耗能原理來實現消能目的的裝置。結構耗能原理是在結構物某些部位(如支撐、剪力牆、連接縫或連接件)設置耗能(阻尼)裝置(或部件),通過該裝置產生摩擦,彎曲(或剪切、扭轉),彈塑性(或黏彈性)滯回變形來耗散或吸收地震輸入結構的能量,以減小主體結構的地震反應,從而避免結構產生破壞或倒塌。在本領域,“消能器”也可以被稱為“阻尼器”。適用於本發明的“消能器”包括但不限於速度相關型消能器、位移相關型消能器、複合型消能器。具體地可以為:黏滯消能器、黏彈性消能器、黏滯阻尼牆、黏彈性阻尼牆、金屬阻尼牆、金屬屈服型消能器、金屬摩擦型消能器、金屬剪切型消能器、鉛擠壓消能器、連梁消能器、屈曲約束支撐、屈曲約束鋼板牆、調諧質量消能器(TMD)、調諧液體消能器(TLD)、鉛橡膠消能器、組合式鉛橡膠消能器、鉛黏彈性消能器、流體黏彈性消能器、軟鋼摩擦消能器、記憶合金消能器、或扇形消能器。消能器也包括類似於用於隔震的橡膠支座(用於消能時)的裝置。適用於本發明的“消能器”可以為金屬材質,也可以為非金屬材質;適用於本發明的“消能器”可以為主動式,也可以為被動式。The term "energy dissipator" used in this case should be understood as: any device suitable for construction, bridges, railways and other engineering structures that uses the principle of structural energy dissipation to achieve the purpose of energy dissipation. The principle of structural energy dissipation is to install energy dissipation (damping) devices (or parts) in certain parts of the structure (such as supports, shear walls, joints or connectors), through which friction, bending (or shearing, and torsion) are generated. ), elastoplastic (or viscoelastic) hysteresis deformation to dissipate or absorb the energy input to the structure in order to reduce the seismic response of the main structure, thereby avoiding damage or collapse of the structure. In the art, "energy dissipator" can also be called "damper". The "energy dissipator" applicable to the present invention includes, but is not limited to, speed-related energy dissipators, displacement-related energy dissipators, and composite energy dissipators. Specifically, it can be: viscous energy dissipation device, viscoelastic energy dissipation device, viscous damping wall, viscoelastic damping wall, metal damping wall, metal yield type energy dissipation device, metal friction type energy dissipation device, metal shearing type energy dissipation device Energy Dissipator, Lead Extrusion Energy Dissipator, Connecting Beam Energy Dissipator, Buckling Restraint Support, Buckling Restrained Steel Wall, Tuned Mass Energy Dissipator (TMD), Tuned Liquid Energy Dissipator (TLD), Lead Rubber Energy Dissipator, Combination Type lead rubber energy dissipation device, lead viscoelastic energy dissipation device, fluid viscoelasticity energy dissipation device, mild steel friction energy dissipation device, memory alloy energy dissipation device, or sector energy dissipation device. The energy dissipator also includes a device similar to the rubber bearing used for shock isolation (when used for energy dissipation). The "energy dissipater" applicable to the present invention may be made of metal or non-metallic material; the "energy dissipater" applicable to the present invention may be an active type or a passive type.
本案中所採用的術語“附屬構件”應該被理解為:用於將消能器安裝到主體結構的結構件,例如支撐、支墩等。The term "accessory member" used in this case should be understood as: a structural member used to install the energy dissipater to the main structure, such as a support, a buttress, etc.
本案中所採用的術語“連接節點”應該被理解為:主體結構之間,或消能器與附屬構件或主體結構的連接所涉及到的連接結構,以及消能器與主體結構的連接所涉及到的連接結構,包括但不限於混凝土、鋼筋混凝土、砌體結構、鋼連接結構、螺栓、銷軸、焊接點、預埋件、節點板、橡膠、膠水等。The term "connection node" used in this case should be understood as: the connection structure involved between the main structure, or the connection between the energy dissipater and the accessory component or the main structure, and the connection between the energy dissipater and the main structure The connection structures obtained include but are not limited to concrete, reinforced concrete, masonry structures, steel connection structures, bolts, pins, welding points, embedded parts, gusset plates, rubber, glue, etc.
本案中所採用的有關尺寸限定的描述,例如,“顯著地大於”、“相近”等應該被理解為在相應的工程結構領域所理解的意義。本案中所採用的有關形狀和位置的描述,例如,“匹配”、“垂直”等應該被理解為在相應的工程結構領域所理解的意義。The description of the size limitation used in this case, for example, "significantly larger", "similar", etc. should be understood as meanings understood in the corresponding engineering structure field. The descriptions of shapes and positions used in this case, for example, "matching", "vertical", etc. should be understood as meanings understood in the corresponding engineering structure field.
本案中所採用的類似“A和/或B”的描述應當被理解為僅有A、僅有B、A和B同時存在三種情況中的一種。The description similar to "A and/or B" used in this case should be understood as one of the three situations where only A, only B, and both A and B exist.
圖1和圖2示出了本發明所提供的消能結構的第一種優選的具體實施方式。Figures 1 and 2 show a first preferred specific implementation of the energy dissipation structure provided by the present invention.
如圖2所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構200中。其中,如圖1所示,消能子結構200包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。剛體300為砌塊,耗能體100為黏彈性材料(橡膠)。與消能子結構200鄰接的剛體與第一框架梁210、第二框架梁220、第一框架柱230、第二框架柱240直接連接,剛體之間用耗能體100進行連接。這裡用的黏彈性材料(橡膠)是一種變形耗能材料,可以在剛體300之間起到消能作用。在該具體實施方式中,耗能體100連成一體,但具有多個部分,這也應當被理解為本發明所說的“多個耗能體”的情況。As shown in FIG. 2, the energy dissipation structure in this specific embodiment includes a plurality of
圖2示出了剛體300的數量為三十個的情況。三十個剛體300被分成五行六列。需要注意的是,圖2所示的情況僅為解釋該具體實施方式的原理,並不說明“剛體300的數量為三十個”以及剛體的此種方式的排列是一種優選的實施方案。本領域技術人員可以根據實際情況選擇剛體300的形狀、大小、數量以及行數和列數。在某些應用場合,多個剛體300和耗能體100也不一定要按行列規則佈置,例如,牆面上預留窗戶的位置無法安裝剛體300,進行佈置時可以空出預留窗戶的位置。FIG. 2 shows a case where the number of
如圖1所示,該具體實施方式所提供的工程結構在多個方向具有消能作用,多個耗能體可以被配置成一部分在x方向具有消能作用,一部分在y方向具有消能作用,一部分在z方向具有消能作用。這樣,發生振動(地震、風振、機械振)時,無論振動波對由第一框架梁210和第二框架梁220所限定的主體結構的主要破壞力的方向是x方向,還是y方向或z方向,多個耗能體都能合起來作為一個整體為主體結構提供消能保護作用,每個耗能體承擔其中一部分的消能功能。耗能體不僅為主體結構提供消能作用,而且還可以極大地降低由剛體構成的牆體的倒塌的概率,保護建築和人員的安全。另外,該具體實施方式所提供的消能原理是將原本單個消能器的消能分散到多個耗能體,每個耗能體相比現有的消能器的尺寸要小很多,加工製造方便;而且,對每個耗能體而言,其力學性能的要求也比現有的單個消能器要低很多,這又會進一步降低消能器的製造、運輸及安裝成本;更重要的是,多個耗能體的安裝非常靈活,具有更廣泛的應用場合。As shown in Fig. 1, the engineering structure provided by this embodiment has energy dissipation effect in multiple directions, and multiple energy dissipation bodies can be configured such that one part has energy dissipation effect in the x direction and the other part has energy dissipation effect in the y direction. , Part of it has an energy dissipation effect in the z direction. In this way, when vibration (earthquake, wind vibration, mechanical vibration) occurs, no matter whether the direction of the main destructive force of the vibration wave on the main structure defined by the
作為該具體實施方式的不同型態,剛體也可以採用各種其他的金屬材料剛體、和/或非金屬材料剛體、和/或金屬非金屬複合材料剛體。剛體可以為實心剛體,也可以為空心剛體。剛體可以包括砌塊(例如磚塊)。砌塊可以為實心砌塊,也可以為多孔砌塊或空心砌塊。As a different form of this specific embodiment, the rigid body may also adopt various other metal material rigid bodies, and/or non-metal material rigid bodies, and/or metal and non-metal composite material rigid bodies. The rigid body can be a solid rigid body or a hollow rigid body. The rigid body may include blocks (for example, bricks). The blocks can be solid blocks, porous blocks or hollow blocks.
作為該具體實施方式的不同型態,耗能體也可以採用各種其他的耗能材料,包括各種變形耗能材料、和/或摩擦耗能材料、和/或黏滯耗能材料、和/或黏彈耗能材料、和/或攪拌耗能材料、和/或液壓耗能材料。變形耗能材料可以包括變形耗能金屬材料、和/或變形耗能非金屬材料、和/或變形耗能金屬非金屬複合材料。變形耗能金屬材料可以包括軟鋼、和/或鋼、和/或鋁、和/或鉛、和/或銅、和/或合金;變形耗能非金屬材料可以包括橡膠、和/或高分子材料、和/或環氧樹脂、和/或結構膠、和/或環氧樹脂砂漿、和/或環氧基、和/或環氧黏結劑、和/或聚氨酯黏結劑、和/或橡膠黏結劑、和/或丙烯酸酯黏結劑;變形耗能金屬非金屬合成材料可以包括鉛黏彈、和/或鋼黏彈、和/或疊層橡膠。摩擦耗能材料可以包括摩擦耗能金屬材料、和/或摩擦耗能非金屬材料、和/或摩擦耗能金屬非金屬複合材料。摩擦耗能金屬材料可以包括鋼-鋼摩擦耗能材料、和/或鋼-銅摩擦耗能材料、和/或鋼-鉛摩擦耗能材料、和/或銅-鉛摩擦耗能材料、和/或銅-鉻摩擦耗能材料;摩擦耗能非金屬材料可以包括砂漿耗能材料、和/或瀝青耗能材料、和/或黏滯耗能材料、和/或黏彈性耗能材料、和/或加固用砂漿、和/或加固用鐵氟龍;摩擦耗能金屬非金屬複合材料可以包括橡膠和金屬、高分子材料和金屬、鐵氟龍和鉻。As a different form of this embodiment, the energy consuming body can also use various other energy consuming materials, including various deformable energy consuming materials, and/or friction energy consuming materials, and/or viscous energy consuming materials, and/or Viscoelastic energy-consuming materials, and/or mixing energy-consuming materials, and/or hydraulic energy-consuming materials. The deformable energy-consuming material may include deformable energy-consuming metal materials, and/or deformable energy-consuming non-metallic materials, and/or deformable energy-consuming metal and non-metal composite materials. The deformation energy-consuming metal material may include mild steel, and/or steel, and/or aluminum, and/or lead, and/or copper, and/or alloy; the deformation energy-consuming non-metallic material may include rubber, and/or polymer materials , And/or epoxy resin, and/or structural adhesive, and/or epoxy resin mortar, and/or epoxy group, and/or epoxy bonding agent, and/or polyurethane bonding agent, and/or rubber bonding agent , And/or acrylate adhesive; deformation energy dissipating metal non-metallic synthetic materials can include lead viscoelastic, and/or steel viscoelastic, and/or laminated rubber. The friction energy consuming material may include friction energy consuming metal materials, and/or friction energy consuming non-metal materials, and/or friction energy consuming metal and non-metal composite materials. The friction energy dissipating metal material may include steel-steel friction energy dissipating material, and/or steel-copper friction energy dissipating material, and/or steel-lead friction energy dissipating material, and/or copper-lead friction energy dissipating material, and/or Or copper-chromium friction energy dissipation materials; friction energy dissipation non-metallic materials may include mortar energy dissipation materials, and/or asphalt energy dissipation materials, and/or viscous energy dissipation materials, and/or viscoelastic energy dissipation materials, and/or Or reinforcement mortar, and/or reinforcement Teflon; friction energy-consuming metal non-metal composite materials can include rubber and metals, polymer materials and metals, Teflon and chromium.
圖3和圖4示出了本發明所提供的消能結構的第二種優選的具體實施方式。Figures 3 and 4 show a second preferred embodiment of the energy dissipation structure provided by the present invention.
如圖3和圖4所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構中。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100為消能器,具體為金屬屈服消能器,剛體300為砌塊。多個剛體300分別通過多個耗能體100連接。As shown in FIGS. 3 and 4, the energy dissipation structure in this embodiment includes a plurality of
圖4示出了剛體300的數量為六個,耗能體100的數量為九個的情況。六個剛體300被分為兩排三列。九個耗能體100被分成兩組,第一組水平佈置;第二組豎直佈置。所有耗能體100合起來作為一個整體為由第一框架梁210和第二框架梁220所限定的主體結構提供消能保護作用,每個耗能體100承擔其中一部分的消能功能。需要注意的是,圖3和圖4所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列方式是一種優選的實施方案。本領域技術人員可以根據實際情況選擇剛體300和耗能體100的數量以及佈置方式。FIG. 4 shows a case where the number of
圖5示出了本發明所提供的消能結構的第三種優選的具體實施方式。Fig. 5 shows a third preferred embodiment of the energy dissipation structure provided by the present invention.
如圖5所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構中。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100為變形耗能非金屬材料,具體為橡膠材料,剛體300為砌塊。多個剛體300分別通過多個耗能體100連接。As shown in FIG. 5, the energy dissipation structure in this specific embodiment includes a plurality of
圖5示出了剛體300的數量為五個,耗能體100的數量為四個的情況。五個剛體300排列成五行,四個耗能體排列成四行。所有耗能體100合起來作為一個整體為由第一框架梁210和第二框架梁220所限定的主體結構提供消能保護作用,每個耗能體100承擔其中一部分的消能功能。需要注意的是,圖5所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列方式是一種優選的實施方案。本領域技術人員可以根據實際情況選擇剛體300和耗能體100的數量以及佈置方式。FIG. 5 shows a case where the number of
圖6示出了本發明所提供的消能結構的第四種優選的具體實施方式。Fig. 6 shows a fourth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖6所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構200中。消能子結構200包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100為變形耗能非金屬材料,具體為橡膠材料,剛體300為砌塊。多個剛體300分別通過耗能體100連接。As shown in FIG. 6, the energy dissipation structure in this specific embodiment includes a plurality of
圖6示出了剛體300的數量為十五個、耗能體100的數量為二十二個的情況。十五個剛體300排列成五行三列,二十二個耗能體100被分成兩組,第一組用於連接水平方向上相鄰的剛體300,第二組用於連接豎直方向上相鄰的剛體300。需要注意的是,圖6所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列方式是一種優選的實施方案。本領域技術人員可以根據實際情況選擇剛體300的數量以及佈置方式。FIG. 6 shows a case where the number of
圖7示出了本發明所提供的消能結構的第五種優選的具體實施方式。Fig. 7 shows a fifth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖7所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構中。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100為變形耗能非金屬材料,具體為橡膠材料,剛體300為砌塊。多個剛體300分別通過耗能體100連接。在該具體實施方式中,多個剛體300包括多種形狀,例如,長方體、正方體、三棱柱、球體。圖7所示的例子僅僅表示剛體300可以為多種形狀,並不說明上述形狀的設置是一種優選的實施方案。本領域技術人員可以根據實際情況選擇剛體300的數量、形狀以及佈置方式。As shown in FIG. 7, the energy dissipation structure in this specific embodiment includes a plurality of
圖8和圖9示出了本發明所提供的消能結構的第六種優選的具體實施方式。Figures 8 and 9 show a sixth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖8和圖9所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中,並通過附屬構件301(具體為支墩)與消能子結構連接。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100為消能器,具體為金屬屈服消能器。多個耗能體100分別通過附屬構件301與第一框架梁210和第二框架梁220連接。多個耗能體100之間可以通過緊固件連接,也可以通過一體成型或其他方式連接。As shown in Figures 8 and 9, the energy dissipation structure in this specific embodiment includes a plurality of
圖8和圖9示出了耗能體100的數量為十個的情況,十個耗能體100被分成兩行五列。需要注意的是,圖8和圖9所示的情況僅為解釋該具體實施方式的原理,並不說明“耗能體100的數量為十個”以及“十個耗能體100被分成兩行五列”是一種優選的實施方案。本領域技術人員可以根據實際情況選擇耗能體100的數量以及行數和列數。在某些應用場合,多個耗能體100也不一定要按行列規則佈置,例如,牆面上預留窗戶的位置無法安裝消能模組,多個消能模組進行佈置時可以空出預留窗戶的位置。根據該具體實施方式提供的原理,多個耗能體100還可以有其它佈置方式,例如,單行多個消能模組橫向並排佈置,或者,單列多個消能模組縱向並排佈置,或者以上述佈置方式的組合方式進行佈置。8 and 9 show a case where the number of
圖10示出了本發明所提供的消能結構的第七種優選的具體實施方式。Fig. 10 shows a seventh preferred embodiment of the energy dissipation structure provided by the present invention.
如圖10所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構中,並通過附屬構件301(具體為支墩)與消能子結構連接。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。剛體300為砌塊。耗能體100為變形耗能非金屬材料,具體為橡膠材料,多個砌塊分別通過耗能體100連接。砌塊和耗能體100分別通過附屬構件301與第一框架梁210和第二框架梁220連接。As shown in FIG. 10, the energy dissipation structure in this specific embodiment includes a plurality of
圖10示出了砌塊的數量為十個的情況,十個砌塊被分成兩行五列。需要注意的是,圖10所示的情況僅為解釋該具體實施方式的原理,並不說明“砌塊的數量為十個”以及“十個砌塊被分成兩行五列”是一種優選的實施方案。本領域技術人員可以根據實際情況選擇砌塊的數量以及行數和列數。Figure 10 shows a case where the number of blocks is ten, and the ten blocks are divided into two rows and five columns. It should be noted that the situation shown in FIG. 10 is only for explaining the principle of the specific embodiment, and does not indicate that "the number of blocks is ten" and "the ten blocks are divided into two rows and five columns" are a preferred option. implementation plan. Those skilled in the art can choose the number of blocks and the number of rows and columns according to the actual situation.
圖11示出了本發明所提供的消能結構的第八種優選的具體實施方式。Fig. 11 shows an eighth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖11所示,該具體實施方式中的消能結構與第六種具體實施方式基本相同,也包括多個耗能體100,並通過附屬構件301(具體為支墩)與消能子結構連接。耗能體100為金屬屈服消能器。As shown in FIG. 11, the energy dissipation structure in this specific embodiment is basically the same as that in the sixth specific embodiment, and it also includes a plurality of
與第六種具體實施方式所不同的是,該具體實施方式中的耗能體100的數量為十二個,十二個耗能體100被分成兩組,兩組都被分成三行兩列,兩組之間具有預留給窗戶的空間。需要注意的是,圖11所示的情況僅為解釋該具體實施方式的原理,並不說明“耗能體100的數量為十二個”以及“十二個耗能體100的佈置方式”是一種優選的實施方案。The difference from the sixth specific embodiment is that the number of
從該具體實施方式提供的說明可以看出,本發明提供的技術方案的一個顯著的優點是,消能器的安裝的應用場合更廣,對於現有的單個消能器不能使用的消能子結構,該具體實施方式提供的消能結構也能適用。It can be seen from the description provided in this specific embodiment that a significant advantage of the technical solution provided by the present invention is that the installation of the energy dissipator has a wider range of applications, and the energy dissipation substructure that cannot be used by the existing single energy dissipator , The energy dissipation structure provided by this specific embodiment can also be applied.
根據該具體實施方式提供的原理,耗能體100的佈置也可以根據實際情況做出各種不同型態,例如,預留的空間可以為牆面的任何位置或任何形狀,在此不再詳述。According to the principle provided by this specific embodiment, the arrangement of the
圖12示出了本發明所提供的消能結構的第九種優選的具體實施方式。Fig. 12 shows a ninth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖12所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。As shown in FIG. 12, the energy dissipation structure in this specific embodiment includes a plurality of
耗能體100為金屬屈服消能器,數量為三十個,被分成六行五列。需要注意的是,圖12所示的情況僅為解釋該具體實施方式的原理,並不說明“耗能體100的數量為三十個”以及“三十個耗能體100被分成六行五列”是一種優選的實施方案。The
圖13示出了本發明所提供的消能結構的第十種優選的具體實施方式。Fig. 13 shows a tenth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖13所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。另外,消能結構還包括第一連接元件131和第二連接元件132。其中,多個耗能體100的一端通過第一連接元件131與第一框架梁210和第一框架柱230的連接節點相連接,多個耗能體100的另一端通過第二連接元件132與第二框架梁220和第二框架柱240的連接節點相連接。As shown in FIG. 13, the energy dissipation structure in this specific embodiment includes a plurality of
耗能體100為杆式消能器,多個杆式消能器基本平行佈置,每個耗能體100在至少兩個方向上具有消能作用,也就是圖中所示的x方向和z方向。耗能體100的一端與第一連接元件131連接並朝向第一框架梁210和第一框架柱230的連接節點,另一端與第二連接元件132連接並朝向第二框架梁220和第二框架柱240的連接節點。圖13示出了耗能體100的數量為四個的情況,需要注意的是,圖13所示的情況僅為解釋該具體實施方式的原理,並不說明“耗能體100的數量為四個”是一種優選的實施方案。本領域技術人員可以根據實際情況選擇耗能體100的數量。The
該具體實施方式中的消能結構可以替代現有的筒式黏滯消能器或屈曲約束支撐(包括沿軸向延伸的細長主體),這相當於用多個耗能體100共同承擔現有的單個筒式黏滯消能器或屈曲約束支撐的消能作用,很顯然,這使得每個耗能體100的力學性能的要求要比現有的單個消能器要低得多,加工製造方便,消能器的製造、運輸及安裝成本可以降低。同樣的,該具體實施方式提供的方案也有安裝靈活的有益效果,兩個耗能體之間可以空出一定的距離,留出一定的空間安裝其它結構。The energy dissipation structure in this specific embodiment can replace the existing cylindrical viscous energy dissipation device or buckling restraint support (including an elongated body extending in the axial direction), which is equivalent to using multiple
作為該具體實施方式的不同型態,耗能體100還可以採用軟鋼絲,這樣可以進一步降低成本。耗能體100也可以採用各種由耗能材質製成的片狀耗能體、和/或耗能材質製成的塊狀耗能體、和/或耗能材質製成的線狀耗能體、和/或耗能材質製成的杆狀耗能體。耗能體的排列方式可以為橫向並排佈置,也可以為縱向並排佈置,或者斜向並排佈置,或者多行多列陣列佈置,或者交叉佈置,或者無規則排列等。As a different type of this specific embodiment, the
圖14示出了本發明所提供的消能結構的第十一種優選的具體實施方式。Fig. 14 shows an eleventh preferred embodiment of the energy dissipation structure provided by the present invention.
如圖14所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。多個耗能體100的兩端都與消能子結構連接。As shown in FIG. 14, the energy dissipation structure in this specific embodiment includes a plurality of
耗能體100為軟鋼絲,多個耗能體100分為兩組,第一組基本平行佈置,第二組基本平行佈置,第一組耗能體100和第二組耗能體100相互交叉佈置。多個耗能體100在至少兩個方向上具有消能作用,也就是圖中所示的x方向和z方向。The
圖15示出了本發明所提供的消能結構的第十二種優選的具體實施方式。Fig. 15 shows a twelfth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖15所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中,並通過附屬構件301(具體為連梁)與消能子結構連接。消能子結構包括第一剪力牆250和第二剪力牆260。耗能體100為連梁消能器的一種,例如金屬屈服消能器。多個耗能體100通過附屬構件301與第一剪力牆250和第二剪力牆260連接。As shown in FIG. 15, the energy dissipation structure in this specific embodiment includes a plurality of
耗能體100的數量為十個,被分成五行兩列。需要注意的是,圖15所示的情況僅為解釋該具體實施方式的原理,並不說明“耗能體100的數量為十個”以及“十個耗能體100被分成五行兩列”是一種優選的實施方案。本領域技術人員可以根據實際情況選擇耗能體100的數量以及行數和列數。The number of
圖16示出了本發明所提供的消能結構的第十三種優選的具體實施方式。Fig. 16 shows a thirteenth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖16所示,該具體實施方式中的消能結構包括多個耗能體100和多個剛體300,消能結構放置於消能子結構中,並通過附屬構件301(具體為連梁)與消能子結構連接。消能子結構包括第一剪力牆250和第二剪力牆260。剛體300為砌塊。耗能體100為變形耗能非金屬材料,具體為橡膠材料,多個砌塊分別通過耗能體100連接。耗能體100和砌塊通過附屬構件301與第一剪力牆250和第二剪力牆260連接。As shown in FIG. 16, the energy dissipation structure in this embodiment includes a plurality of
砌塊的數量為八個,被分成四行兩列。需要注意的是,圖16所示的情況僅為解釋該具體實施方式的原理,並不說明“砌塊的數量為八個”以及“八個砌塊被分成四行兩列”是一種優選的實施方案。本領域技術人員可以根據實際情況選擇砌塊的數量以及行數和列數。The number of blocks is eight, divided into four rows and two columns. It should be noted that the situation shown in FIG. 16 is only for explaining the principle of the specific embodiment, and does not indicate that "the number of blocks is eight" and that "eight blocks are divided into four rows and two columns" are a preferred option. implementation plan. Those skilled in the art can choose the number of blocks and the number of rows and columns according to the actual situation.
圖17示出了本發明所提供的消能結構的第十四種優選的具體實施方式。Fig. 17 shows a fourteenth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖17所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一剪力牆250和第二剪力牆260。耗能體100為連梁消能器的一種,例如金屬屈服消能器。多個耗能體100直接與第一剪力牆250和第二剪力牆260連接。As shown in FIG. 17, the energy dissipation structure in this specific embodiment includes a plurality of
耗能體100的數量為四十個,被分成五行八列。需要注意的是,圖17所示的情況僅為解釋該具體實施方式的原理,並不說明“耗能體100的數量為四十個”以及“四十個耗能體100被分成五行八列”是一種優選的實施方案。本領域技術人員可以根據實際情況選擇耗能體100的數量以及行數和列數。The number of
圖18示出了本發明所提供的消能結構的第十五種優選的具體實施方式。Fig. 18 shows a fifteenth preferred specific embodiment of the energy dissipation structure provided by the present invention.
如圖18所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100包括兩組,分別為多個第一耗能體101和多個第二耗能體102,第一耗能體101為消能器,例如金屬屈服消能器。第二耗能體102為耗能材料,例如橡膠材料。第一耗能體101通過第二耗能體102進行連接。通過該具體實施方式提供的消能結構可以提供更進一步的消能作用。當位於x方向的地震波形成對主體結構的破壞力時,多個第二耗能體102首先提供消能作用;當第二耗能體102不足以提供足夠的消能保護作用是,第一耗能體101可進一步提供消能作用。As shown in FIG. 18, the energy dissipation structure in this specific embodiment includes a plurality of
圖18示出了第一耗能體101的數量為九個,第二耗能體102的數量為六個的情況。九個第一耗能體101被分成三行三列,六個第二耗能體102被分成兩行三列。需要注意的是,圖18所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列是一種優選的實施方案。本領域技術人員可以根據實際情況選擇第一耗能體101和第二耗能體102的數量以及行數和列數。FIG. 18 shows a case where the number of first
圖19示出了本發明所提供的消能結構的第十六種優選的具體實施方式。Figure 19 shows a sixteenth preferred specific implementation of the energy dissipation structure provided by the present invention.
如圖19所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100包括兩組,分別為多個第一耗能體101和多個第二耗能體102,第一耗能體101為消能器,例如金屬屈服消能器。第二耗能體102為耗能材料,例如橡膠材料。第一耗能體101通過第二耗能體102進行連接。As shown in FIG. 19, the energy dissipation structure in this specific embodiment includes a plurality of
圖19示出了第一耗能體101的數量為九個,第二耗能體102的數量為兩個的情況。九個第一耗能體101被分成三行三列,兩個第二耗能體102被分成兩行。需要注意的是,圖19所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列是一種優選的實施方案。本領域技術人員可以根據實際情況選擇第一耗能體101和第二耗能體102的數量以及行數和列數。FIG. 19 shows a case where the number of first
圖20示出了本發明所提供的消能結構的第十七種優選的具體實施方式。Fig. 20 shows a seventeenth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖20所示,該具體實施方式中的消能結構包括多個耗能體100,消能結構放置於消能子結構中。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一框架梁210和第二框架梁220、第一框架柱230和第二框架柱240。耗能體100包括兩組,分別為多個第一耗能體101和多個第二耗能體102,第一耗能體101為消能器,例如金屬屈服消能器。第二耗能體102為耗能材料,例如橡膠材料。第一耗能體101通過第二耗能體102進行連接。As shown in FIG. 20, the energy dissipation structure in this specific embodiment includes a plurality of
圖20示出了第一耗能體101的數量為三個,第二耗能體102的數量為六個的情況。三個第一耗能體101被分成三行,六個第二耗能體102被分成兩行三列。需要注意的是,圖20所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列是一種優選的實施方案。本領域技術人員可以根據實際情況選擇第一耗能體101和第二耗能體102的數量以及行數和列數。FIG. 20 shows a case where the number of the first
圖21示出了本發明所提供的消能結構的第十八種優選的具體實施方式。Fig. 21 shows an eighteenth preferred embodiment of the energy dissipation structure provided by the present invention.
如圖21所示,該具體實施方式中的消能結構包括多個耗能體,消能結構放置於消能子結構中,並通過附屬構件301(具體為連梁)與消能子結構連接。在該具體實施方式中,消能結構不包括剛體。消能子結構包括第一剪力牆250和第二剪力牆260。耗能體包括兩組,分別為第一耗能體101和多個第二耗能體102,第一耗能體101為消能器,例如金屬屈服消能器。第二耗能體102為耗能材料,例如橡膠材料。第一耗能體101通過第二耗能體102進行連接,第一耗能體101和多個第二耗能體102通過附屬構件301與第一剪力牆250和第二剪力牆260連接。As shown in FIG. 21, the energy dissipation structure in this specific embodiment includes a plurality of energy dissipation bodies, and the energy dissipation structure is placed in the energy dissipation substructure, and is connected to the energy dissipation substructure through an accessory member 301 (specifically, a connecting beam) . In this specific embodiment, the energy dissipation structure does not include a rigid body. The energy dissipation substructure includes a
圖21示出了第一耗能體101的數量為兩個,第二耗能體102的數量為一個的情況。需要注意的是,圖21所示的情況僅為解釋該具體實施方式的原理,並不說明上述排列是一種優選的實施方案。本領域技術人員可以根據實際情況選擇第一耗能體101和第二耗能體102的數量以及行數和列數。FIG. 21 shows a case where the number of the first
以上詳細描述了本發明的較佳具體實施例。應當理解,本領域的普通技術人員無需創造性勞動就可以根據本發明的構思作出諸多修改和變化。因此,凡本技術領域中技術人員依本發明的構思在現有技術的基礎上通過邏輯分析、推理或者有限的實驗可以得到的技術方案,皆應在由權利要求書所確定的保護範圍內。The preferred embodiments of the present invention have been described in detail above. It should be understood that those of ordinary skill in the art can make many modifications and changes according to the concept of the present invention without creative work. Therefore, all technical solutions that can be obtained by those skilled in the art through logical analysis, reasoning or limited experiments based on the concept of the present invention on the basis of the prior art should fall within the protection scope determined by the claims.
100:耗能體 101:第一耗能體 102:第二耗能體 131:第一連接元件 132:第二連接元件 200:消能子結構 210:第一框架梁 220:第二框架梁 230:第一框架柱 240:第二框架柱 250:第一剪力牆 260:第二剪力牆 300:剛體 301:附屬構件100: energy consuming body 101: The first energy consuming body 102: The second energy consuming body 131: The first connecting element 132: The second connecting element 200: Energy Dissipation Substructure 210: The first frame beam 220: second frame beam 230: first frame column 240: second frame column 250: The first shear wall 260: Second Shear Wall 300: rigid body 301: accessory components
圖1是本發明所提供的消能結構和消能子結構的第一種優選的具體實施方式的結構示意圖。 圖2是圖1所示的消能結構的結構示意圖。 圖3是本發明所提供的消能結構和消能子結構的第二種優選的具體實施方式的結構示意圖。 圖4是圖3所示的消能結構的結構示意圖。 圖5是本發明所提供的消能結構和消能子結構的第三種優選的具體實施方式的結構示意圖。 圖6是本發明所提供的消能結構和消能子結構的第四種優選的具體實施方式的結構示意圖。 圖7是本發明所提供的消能結構和消能子結構的第五種優選的具體實施方式的結構示意圖。 圖8是本發明所提供的消能結構和消能子結構的第六種優選的具體實施方式的結構示意圖。 圖9是圖8所示的消能結構的結構示意圖。 圖10是本發明所提供的消能結構和消能子結構的第七種優選的具體實施方式的結構示意圖。 圖11是本發明所提供的消能結構的第八種優選的具體實施方式的結構示意圖。 圖12是本發明所提供的消能結構和消能子結構的第九種優選的具體實施方式的結構示意圖。 圖13是本發明所提供的消能結構和消能子結構的第十種優選的具體實施方式的結構示意圖。 圖14是本發明所提供的消能結構和消能子結構的第十一種優選的具體實施方式的結構示意圖。 圖15是本發明所提供的消能結構和消能子結構的第十二種優選的具體實施方式的結構示意圖。 圖16是本發明所提供的消能結構和消能子結構的第十三種優選的具體實施方式的結構示意圖。 圖17是本發明所提供的消能結構和消能子結構的第十四種優選的具體實施方式的結構示意圖。 圖18是本發明所提供的消能結構和消能子結構的第十五種優選的具體實施方式的結構示意圖。 圖19是本發明所提供的消能結構和消能子結構的第十六種優選的具體實施方式的結構示意圖。 圖20是本發明所提供的消能結構和消能子結構的第十七種優選的具體實施方式的結構示意圖。 圖21是本發明所提供的消能結構和消能子結構的第十八種優選的具體實施方式的結構示意圖。FIG. 1 is a schematic structural diagram of a first preferred specific implementation of an energy dissipation structure and an energy dissipation substructure provided by the present invention. Fig. 2 is a schematic structural diagram of the energy dissipation structure shown in Fig. 1. Fig. 3 is a schematic structural diagram of a second preferred embodiment of the energy dissipating structure and the energy dissipating substructure provided by the present invention. Fig. 4 is a schematic structural diagram of the energy dissipation structure shown in Fig. 3. Fig. 5 is a schematic structural diagram of a third preferred embodiment of the energy dissipating structure and the energy dissipating sub-structure provided by the present invention. Fig. 6 is a schematic structural diagram of a fourth preferred embodiment of the energy dissipating structure and the energy dissipating sub-structure provided by the present invention. FIG. 7 is a schematic structural diagram of a fifth preferred embodiment of the energy dissipation structure and the energy dissipation substructure provided by the present invention. FIG. 8 is a schematic structural diagram of a sixth preferred embodiment of the energy dissipation structure and the energy dissipation substructure provided by the present invention. Fig. 9 is a schematic structural diagram of the energy dissipation structure shown in Fig. 8. Fig. 10 is a schematic structural diagram of a seventh preferred embodiment of the energy dissipating structure and the energy dissipating sub-structure provided by the present invention. FIG. 11 is a schematic structural diagram of an eighth preferred embodiment of the energy dissipation structure provided by the present invention. Fig. 12 is a schematic structural diagram of a ninth preferred embodiment of the energy dissipating structure and the energy dissipating sub-structure provided by the present invention. FIG. 13 is a schematic structural diagram of a tenth preferred embodiment of the energy dissipating structure and the energy dissipating substructure provided by the present invention. FIG. 14 is a schematic structural diagram of an eleventh preferred embodiment of the energy dissipation structure and the energy dissipation substructure provided by the present invention. Fig. 15 is a schematic structural diagram of a twelfth preferred embodiment of the energy dissipating structure and the energy dissipating substructure provided by the present invention. FIG. 16 is a schematic structural diagram of a thirteenth preferred embodiment of the energy dissipation structure and the energy dissipation substructure provided by the present invention. FIG. 17 is a schematic structural diagram of a fourteenth preferred embodiment of the energy dissipating structure and the energy dissipating substructure provided by the present invention. FIG. 18 is a schematic structural diagram of a fifteenth preferred embodiment of the energy dissipation structure and the energy dissipation substructure provided by the present invention. Fig. 19 is a schematic structural diagram of a sixteenth preferred embodiment of the energy dissipating structure and the energy dissipating sub-structure provided by the present invention. 20 is a schematic structural diagram of a seventeenth preferred embodiment of the energy dissipating structure and the energy dissipating substructure provided by the present invention. FIG. 21 is a schematic structural diagram of an eighteenth preferred embodiment of the energy dissipation structure and the energy dissipation substructure provided by the present invention.
100:耗能體 100: energy consuming body
300:剛體 300: rigid body
Claims (16)
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CN114961389B (en) * | 2022-05-30 | 2023-05-09 | 福建省中霖工程建设有限公司 | Steel plate damping wall for energy dissipation and shock absorption |
ES2963020A1 (en) * | 2023-11-06 | 2024-03-22 | Univ Valencia Politecnica | NON-STRUCTURAL, SEISMICALLY INSULATED CONSTRUCTION PLATE AND NON-STRUCTURAL, SEISMICALLY ISOLATED CONSTRUCTION PANEL WHICH COMPRISES SAID PLATE (Machine-translation by Google Translate, not legally binding) |
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CN105793497A (en) * | 2013-09-05 | 2016-07-20 | 敦·阿卜杜勒·拉扎克研究中心 | A rubber part for incorporation into a brick or masonry wall in a reinforced concrete frame to protect against damage caused by seismic activity |
TWM572914U (en) * | 2017-08-08 | 2019-01-11 | 薩摩亞商迅能薩摩亞商有限公司 | Connecting device for energy dissipation component and energy dissipation shock-absorption structure |
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CN102268900B (en) * | 2011-06-11 | 2012-12-19 | 广州大学 | Damped anti-seismic filling wallboard for framework |
CN102505781B (en) * | 2011-11-11 | 2014-07-02 | 西安理工大学 | Energy dissipating and shock absorbing system having dense reinforcement structure |
CN103643752A (en) * | 2013-12-09 | 2014-03-19 | 大连理工大学 | Assembled building block damping wall |
CN205206076U (en) * | 2015-12-08 | 2016-05-04 | 广州大学 | A energy dissipation shock attenuation stairwell structure for frame construction |
CN106836549A (en) * | 2017-03-30 | 2017-06-13 | 贵州大学 | A kind of slip filling wall with frcition damper |
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CN105793497A (en) * | 2013-09-05 | 2016-07-20 | 敦·阿卜杜勒·拉扎克研究中心 | A rubber part for incorporation into a brick or masonry wall in a reinforced concrete frame to protect against damage caused by seismic activity |
TWM572914U (en) * | 2017-08-08 | 2019-01-11 | 薩摩亞商迅能薩摩亞商有限公司 | Connecting device for energy dissipation component and energy dissipation shock-absorption structure |
TWM596786U (en) * | 2019-04-22 | 2020-06-11 | 薩摩亞商迅能有限公司 | Energy dissipation structure |
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