CN2358159Y - Four-in-one checkered honeycomb shockproof structure - Google Patents

Abstract

The utility model relates to a four-in-one type square check honeycomb shock reducing structure. The main structure is characterized in that a square check honeycomb omnibearing shock reducing flexibility cage body is composed of an outer frame, an inner cylinder body, an inner and an outer rib walls, a floor plate and a corridor cylinder. The shock reducing structure of a building and a shockproof disaster reducing new approach in which shock controls the shocks are put forward, a new scheme in which shock reduction and reinforcement are combined is used, and the characteristic and the advantage of the existing four structures are all-inclusive. The utility model is mainly used for the building construction of real estate development and building design construction enterprises and has the advantages of the enhancement of comprehensive quality, the improvement of integrity and stability, good equal comparison benefit, a little occupation of land, a little material consumption, light total weight and low cost.

Description

Four unification type grid honeycomb shock-damping structures

The utility model relates to a kind of four new unification type grid honeycomb shock-damping structures, belongs to building, building materials and decoration technique field.

It is earthquake-prone region that there is seventy percent territory in known China, and the experience in the design-build of building is all many with lesson, and the measure of antidetonation mitigation mainly is structure-reinforced, and the scheme that adds antishock device that adopts is abroad also arranged; But also lack shock-damping structure and the structure-reinforced technical scheme that combines at present.Existing building structure pattern comprises frame construction, shear wall structure and tubular construction, though differ from one another, compatibility is arranged, and does not have and bag.Chinese patent 98205260.X " four unification grid structure series " also has only compatibility, does not still have and wraps; Also need to develop again with perfect again.

The purpose of this utility model provides a kind of four new unification type grid honeycomb shock-damping structures, and its technical task is: 1, explore the new way that the flexible deformation who utilizes the grid cellular unit realizes making with shake shake; 2, new departure that adopts the shock-damping structure integrated structure to strengthen; 3, the feature of all-embracing existing four kinds of structures and advantage; 4, improve globality, stability and the antidetonation mitigation usefulness of building structure; 5, take up an area of on year-on-year basis little, material consumption less, lower overall weight and cost be low.

The purpose of this utility model is achieved in that 1, four unification type grid honeycomb shock-damping structures, and the flexible cage body of comprehensive damping by a plurality of multilayer grid cellular units (1) and corridor cylindrical shell (2) are formed is characterized in that:

A, a plurality of multilayer grid cellular units (1) are to be connected and combination by outside framework (3), inner barrel (4) external fin wall (5), internal-rib wall (6) and floor (7) are three-dimensional;

B, outside framework (3) are the outer rims of cage body and pass through the bright post of bright beam of load-bearing that do not adorn wallboard, daylighting is landed at the four sides, goes up at outside framework (3) door and window, balcony or curtain wall are installed;

C, inner barrel (4) are the interior ring backbones that passes through the cage body; Its number can be one or more; The cylindrical shell cross sectional shape is square, rectangle, triangle, polygon or abnormity; Barrel is made up of the solid or hollow disjunctor body of wall of T-shaped or the latent post of criss-cross latent beam;

D, external fin wall (5) are outer the T-shaped hollow or solid wall of inner barrel (4) at this layer, and support is connected between outside framework (3) and the inner barrel (4), can cut apart arbitrarily and replace;

E, internal-rib wall (6) are interior the T-shaped hollow or solid wall of inner barrel (4) at this layer, and support is connected between inner barrel (4) the two inboard barrels, can cut apart arbitrarily and replace;

F, floor (7) are the disjunctor cassette ceilings that traverses the latent post of latent beam of each layer of cage body; Also be vertical bottom set (top) plate or the horizontal side plate of grid cellular unit (1).

2, grid cellular unit (1) is characterised in that:

The cross sectional shape of a, grid cellular unit (1) is the rectangle or the square of hexagon; And overlap again with the double cross sectional shape that waves damping element of displacement damper element is similar;

B, grid cellular unit (1) are vertical putting or the flexible member of horizontal and reciprocal running;

The displacement damper element is that the upper end hangs and the lower end support, trembles in the process in ground chatter, and its structure form presents the flexible deformation of compression-bounce-back-recompression-bounce-back again and progressively decay;

Waving damping element is to locate up and down with node to be connected, and rocks in the process in earthquake, and its structure form presents the flexible deformation and the progressively decay of shaking out-putting back-shaking out-putting back;

The solid of c, grid cellular unit (1) constitutes the flexible cage body of comprehensive damping.

3, it is characterized in that of corridor cylindrical shell (2):

Corridor cylindrical shell (2) is made up of wall frame building frame combination escalator, overhead water tank, grid type elevator, natural lighting stair, corridor and cylindrical shell;

The type of attachment of corridor cylindrical shell (2) and inner barrel (4) is that tube connects in tube (8) or the tube tube (9) or tube is cut tube (10).

Compare the advantage of technical solutions of the utility model with prior art: 1, utilize shock-damping structure to realize that globality, stability and antidetonation mitigation performance improve with the shake of shake system; 2, the comprehensive quality of building improves: safety reinforcement, adaptation; The property transformed expansion and functional increase; 3, profitable on year-on-year basis: take up an area of little, material consumption less, lower overall weight and cost be low; 4, the feature of existing four kinds of structures and advantage unification.

Below in conjunction with drawings and Examples the utility model is further specified.

Fig. 1 is the schematic appearance of four unification types building;

Fig. 2 is the damping running schematic diagram of grid cellular unit;

Fig. 3 is the cross section organigram of four unification type high building structures;

Fig. 4 is the cross section organigram of four unification type disjunctor high building structures;

Fig. 5 is the cross section organigram of four many cylindrical shells of unification type high building combining structures;

Fig. 6 is the cross section organigram of four unification type multistory brick-and-concrete structures.

Among the figure 1, grid cellular unit 2, corridor cylindrical shell 3, outside framework 4, inner barrel 5, external fin wall 6, internal-rib wall 7, floor 8, tube connect in tube 9, the tube tube 10, tube and cut tube

Among the embodiment shown in Figure 1, architectural appearance of the present utility model is landed daylighting on four sides, and the general layout novelty is eye-catching round the clock; Also be to build variation combination with modern air cellular structure by laying bricks or stones through ancient Great Wall Qin brick of check in several thousand; Its variation one is that the room is a face brick, and structure is a mortar joint; The 2nd, the cross sectional shape in grid honeycomb room is rectangle or square.Outside framework (3) is the outer rim of cage body and passes through the bright post of bright beam of load-bearing, and joins with latent Liang Yinzhu; Planar shaped as shown in Figure 4, special-shaped step as shown in Figure 5; Do not adorn wallboard, four sides natural lighting and ventilation, extremely frigid zones or special circumstances also can be installed wallboard as one sees fit; Go up installation door and window, balcony or curtain wall arbitrarily at outside framework (3), have triple advantages of frame construction, curtain wall construction and grid structure.

Grid cellular unit (1) shown in Figure 2 is formed flexible of three-dimensional honeycomb by three grid structure unit, and a plurality of multilayer grid cellular units (1) are combined into the flexible cage body of comprehensive damping; Grid cellular unit (1) is the core and the main body of the utility model and shock-damping structure, and the configuration of its cross sectional shape and net muscle all is the rectangle or the square of hexagon, and overlaps again with the double cross sectional shape that waves damping element of displacement damper element is similar; It also is a flexible member of reciprocal running in length and breadth.The upper end hangs the displacement damper element that supports with the lower end, trembles from ground chatter to absorb seismic energy the process, presents the flexible deformation of compression-bounce-back-recompression-rebound again, and decays with the progressively consumption of earthquake energy.Locate the damping element that waves that is connected with node up and down, rock from earthquake and absorb seismic energy the process, present the flexible deformation who shakes out-put back-shake out again-put back again, and decay with the progressively consumption of earthquake energy.Utilize the flexible deformation of structure itself to restrict influence and the infringement of earthquake, realize with the shake of shake system to this building; Need not to add antishock device.

Embodiment shown in Fig. 3,4,5 and 6 is the specific design of the utility model overall technical architecture.Four unification type grid honeycomb shock-damping structures, the flexible cage body of forming by a plurality of multilayer grid cellular units (1) and corridor cylindrical shell (2) of comprehensive damping; Grid cellular unit (1) is to be connected and combination by outside framework (3), inner barrel (4), external fin wall (5), internal-rib wall (6) and floor (7) are three-dimensional; Four unifications of features such as frame construction, tubular construction, shear wall structure and grid structure have been embodied.Be connected and the coupling of corridor cylindrical shell (2) and one or more inner barrels (4) are diversified to adapt to the needs of architectural image; Its type of attachment is that tube connects tube (8) as shown in Figure 3, tube (9) and tube are cut tin (10) shown in Figure 4 and 5 in the tube.Corridor cylindrical shell (2) is made up of around grid type elevator, corridor and cylindrical shell wall frame building frame combination escalator, overhead water tank, natural lighting stair; Expect on year-on-year basis that depletion is few, usable floor area increases, cost reduces, easy to maintenance and natural ventilation and lighting economizes on electricity again.Inner barrel (4) is the interior ring backbone that passes through the cage body; Number is one or more; The cylindrical shell cross sectional shape be square as shown in Figure 3, rectangle as shown in Figure 6, triangle, polygon and abnormity are shown in Fig. 4 and 5; Barrel is made up of the solid or hollow disjunctor body of wall of T-shaped or the latent post of criss-cross latent beam.External fin wall (5) and internal-rib wall (6) be inner barrel (4) T-shaped barrel external with in the hollow wall that connects, and support respectively, hang and be connected between outside framework (3), inner barrel (4) and two inboard barrels thereof and each the floor plate (7), can cut apart arbitrarily and replace shown in Fig. 3,4,5 and 6, particularly bilevel permutations combination be as shown in Figure 3 diversified; Dislocation up and down forms the reciprocal restriction in the running.Each floor plate (7) is the disjunctor hollow wall panel that traverses the latent post of latent beam of this layer cage body, also is vertical bottom set (top) plate or the horizontal side plate of grid cellular unit (1); The ground chatter of each layer of Quan Louyu is trembled and is rocked and all is subjected to reciprocal restriction.

Among the embodiment shown in Figure 3, the utility model high building is the honeycomb arrangement phase double replacement in two-layer room up and down, promptly becomes dynamic cover type house type; Room, changing room all can be cut apart, be communicated with or seal with the passageway by resident family's wish; The compliance of dwelling house improves and the property transformed expansion on year-on-year basis.

Among the embodiment shown in Figure 4, the utility model disjunctor high building adopts tube to connect the type of attachment that tube (9) and tube are cut tube (10) three inner barrels that combine (4) and corridor cylindrical shell (2) in tube (8), the tube.It is big and cost is lower to take up an area of less, usable floor area on year-on-year basis.

Among the embodiment shown in Figure 5, the specific design scheme has varied, and special-shaped outside framework (3) and special-shaped inner barrel (4) are formed long many cylindrical shells of corridor radiant type balcony combination to adapt to programming and distribution; Dynamically cover type house type all can be optional by the wish of resident family; Intensive but the broad view of high building, take up an area of less, for underground bicycle parking, supermarket, folder ground, community's integrated service manages concentratedly to combine with property that condition is provided.Cover type house type and room all leave lightweight and cut off the leeway of cutting apart again.

Among the embodiment shown in Figure 6, the utility model multistory brick-and-concrete structure, safety is strengthened on year-on-year basis, and the building comprehensive quality improves, the globality of brick mix structure, stability and antidetonation mitigation performance obviously improve a step, for advantage has been created in the development of economic and practical type dwelling construction.

Claims (3)

1, four unification type grid honeycomb shock-damping structures, the flexible cage body of comprehensive damping by a plurality of multilayer grid cellular units (1) and corridor cylindrical shell (2) are formed is characterized in that:

A, a plurality of multilayer grid cellular units (1) are to be connected and combination by outside framework (3), inner barrel (4) external fin wall (5), internal-rib wall (6) and floor (7) are three-dimensional;

B, outside framework (3) are the outer rims of cage body and pass through the bright post of bright beam of load-bearing that do not adorn wallboard, daylighting is landed at the four sides, goes up at outside framework (3) door and window, balcony or curtain wall are installed;

C, inner barrel (4) are the interior ring backbones that passes through the cage body; Its number can be one or more; The cylindrical shell cross sectional shape is square, rectangle, triangle, polygon or abnormity; Barrel is made up of the solid or hollow disjunctor body of wall of T-shaped or the latent post of criss-cross latent beam;

D, external fin wall (5) are outer the T-shaped hollow or solid wall of inner barrel (4) at this layer, and support is connected between outside framework (3) and the inner barrel (4), can cut apart arbitrarily and replace;

E, internal-rib wall (6) are interior the T-shaped hollow or solid wall of inner barrel (4) at this layer, and support is connected between inner barrel (4) the two inboard barrels, can cut apart arbitrarily and replace;

F, floor (7) are the disjunctor cassette ceilings that traverses the latent post of latent beam of each layer of cage body; Also be vertical bottom set (top) plate or the horizontal side plate of grid cellular unit (1).

2, four unification type grid honeycomb shock-damping structures according to claim 1 is characterized in that:

The cross sectional shape of a, grid cellular unit (1) is the rectangle or the square of hexagon; And overlap again with the double cross sectional shape that waves damping element of displacement damper element is similar;

B, grid cellular unit (1) are vertical putting or the flexible member of horizontal and reciprocal running; The displacement damper element is that the upper end hangs and the lower end support, trembles in the process in ground chatter, and its structure form presents the flexible deformation of compression-bounce-back-recompression-bounce-back again and progressively decay;

Waving damping element is to locate up and down with node to be connected, and rocks in the process in earthquake, and its structure form presents the flexible deformation and the progressively decay of shaking out-putting back-shaking out-putting back;

The solid of c, grid cellular unit (1) constitutes the flexible cage body of comprehensive damping.

3, four unification type grid honeycomb shock-damping structures according to claim 1 is characterized in that: corridor cylindrical shell (2) is made up of wall frame building frame combination escalator, overhead water tank, grid type elevator, natural lighting stair, corridor and cylindrical shell;

The type of attachment of corridor cylindrical shell (2) and inner barrel (4) is that tube connects in tube (8) or the tube tube (9) or tube is cut tube (10).

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