Inverted fastening mortise building structure for resisting earthquake, strong wind and trunami and technical procedure thereof

Abstract

Disclosed is an inverted fastening mortise structure of building for resisting an earthquake, strong wind or tsunami and technical procedure thereof. The adopted inverted fastening mortise makes mortises ring lie in dividing space between ground ring beam of building and foundation ground and makes building press and composite suspended in patand. The inverted fastening mortise structure like a sleeping dragon eliminates earthquake, wind and tide, including longitudinal and transverse waves in the aspect of direction of earthquake waves, sectional wave, swing wave and crawling wave in the aspect of shape, the promotion of wind moment of combined wind and horizontally pushing of tsunami wave. The inverted fastening mortise structure eliminates the destroy to building in the process of displacement of building and foundation by control the disaster energy of the three disasters.

What is claimed is: 
     
         1 . An inverted fastening mortise building structure for resisting earthquake, strong wind and tsunami, wherein scattered and non-standard mortises with different diameters are invertedly fastened in dividing space of building and foundation structure; the structure forms a press-fit relationship of energy with the building and foundation, a clustering relationship with a container body of ground ring beam and a squeezing, fluid and friction relationship with container of mortise; when any one of the above-mentioned three disasters invades with their body and energy, clustering state and feature of pressing composite of the inverted fastening mortise are destroyed, and the inverted fastening of mortise generates separation, free moving, disintegration, reinforced composite, renewal and rebuilding, wherein separation, free moving and disintegration are completed by two-way mortise mechanism; the resistance for disaster of building in its life time is by the original storing mortises, and the two-way mortise mechanism is effective periodically; the reinforced composite, renewal and rebuilding are completed by reinforced composite mechanism of mortise, and the endless life time for building and larger possibilities to resist disaster can be completed by the reinforced composite of mortises and adjustment of diameter of mortises, and the reinforced composite mechanism of mortises is permanently effective and the building will be stronger after shaking; the inverted fastening structure is added in an integrated way in newly-built buildings; the structure is added in a way of breaking up into parts in old buildings; the structure is embedded in a dividing way, stuck in a comprehensive way and infiltrated in a carrying way in old buildings of seismically active zones and monsoon zones; the capture of the invisible disaster energy by the tangible moving of mortise replaces the destruction of building and foundation during displacement. 
     
     
         2 . The building structure of  claim 1 , wherein non-standard mortises deserted by tripod bearing mortise structure of above invention are classified according to their diameters; mortise with diameter slightly less than 1 cm is called soya mortise; mortise with diameter similar to soybean is called soybean mortise; mortise with diameter similar to mung bean is called mung bean mortise; mortise with diameter similar to wheat grain is called wheat grain mortise; mortise with diameter similar to cracked rice is called cracked rice mortise; mortise with diameter similar to millet is called millet mortise; and mortises are classified by using mesh sieves. 
     
     
         3 . The building structure of  claim 1 , wherein two-way mortise procedure is adopted in the inverted fastening mortise structure by a method comprising: putting a round of mortise with diameter of that of numbered with 1-3 after the mortise layer is spread; mortises with high density and small mortise diameter are sunk into mortise gap of edge of mortise frame to prepare for condition change during the process of tamping mortises; the pressing mortises perform moving in groove in a sliding way when an earthquake with no longitudinal wave happens; when earthquake with small longitudinal wave happens, mortises with small diameters are firstly infiltrated to the position under dado of patand to extend the dado, namely, bearing surface and slipping surface of building, and building and foundation are combined with big sliding surface; when earthquake with big longitudinal wave happens, the pressing mortise is disintegrated, and mortises with large diameter are infiltrated to the position under dado of patand to obtain more effective moving of mortises. 
     
     
         4 . The building structure of  claim 1 , wherein reinforced composite mechanism is adopted to control the storing degree and classify the inverted fastening mortises; reinforced fastening cylinder is provided in the bearing points of building and any other positions in need; mortises in reinforced fastening cylinder are integrated into one part with pressing mortises and have the same frequency with sliding mortises to supplement running of mortises; a movable sheet for stopping mortises getting out is provided in the reinforced fastening cylinder; reinforced composite mortises are all for in without out and can be added for multiple times; diameter of reinforced composite mortises is adjusted according to requirements to guarantee the removing of influence of earthquake; the inverse ratio of sliding mortise of building makes the building stronger as shaking becomes stronger. 
     
     
         5 . The building structure of  claim 1 , wherein pressing surface of inverted fastening mortise is highly smooth, and all ground and wall surfaces are in a status of no friction; same meshing force and joint force are formed in binary composition and unitary composition of pressure layer; smooth surface for placing mortises are made by glass steel mould; rough surface for fastening is made by dividing concrete and wet marl slurry with a common mould; all necessary mortise blocking plate, mortise pressing plate, mortise blocking plate of mortise pressing wing, gull wing plate, reinforced mortise cylinder, single-border frame, four-border frame, mortise storage jar are included. 
     
     
         6 . The building structure of  claim 1 , wherein a structural gap exists in the intersections of ground and beam of inverted fastening mortise; swollen three-ply wood or swollen thin wood covered with plastic film is arranged before casting concrete and are pulled out in a dry and shrinking status after building of building is completed; dividing line is obtained by the shrink of wood and concrete; patand surface contacting with mortises is fit for mortises dividing film; and mortises dividing film is obtained by plastic film covered before casting the patand of concrete. 
     
     
         7 . The building structure of  claim 1 , wherein adding of inverted fastening mortise structure step by step for remedy in a way of breaking up into parts is adopted in old mud and stone buildings, open pocket buildings with bricks, mixed buildings, stilt style buildings, stone based buildings and “jerry-built” buildings without regulations; comprising: making free ground on ground, and adding ground ring beam and frame shear plane in building; combining segmented mould plates in a common mould when adding ground ring beam; numbering the ground ring beams according to the requirement of design; filing wet marl slurry into patand mould when casting patand, and filing frame shear plane with concrete; numbering patand of concrete according to requirement of design; replacing patand of marl with concrete after solidafication of frame shear plane; two-way mortises or reinforced composite mortise technique of cast-in-situ without board, mortise pressing board, mortise blocking board is used to replace in the process of replacing in a way of breaking up into parts. 
     
     
         8 . The building structure of  claim 1 , wherein embeddedness in a dividing way is adopted in modification of old castles and middle-height buildings by a method comprising: destroying key concrete of bearing of old patand with non-impact force and cleaning slag thereof; reserving steel frame of original patand during destroying; rebuilding free ground under bearing points of steel frame, and the thickness of free ground should be three times of that of the original wall; putting four swollen wooden bars under original patand in four rounds, and covering a film; putting into cracked rice; moving into mortise pressing plate; installing reinforced fastening cylinder; fixedly tying all connected reinforcing steel bars; pressing a mould plate; putting into concrete; supplementing mortises to reinforced fastening cylinder and tamping with vibration; tamping concrete in mould with a vibration spear after installing a movable sheet for stopping mortises getting out; removing the dry and shrinking wooden bars after the concrete is solidified and maintained; cutting original patand among mortise pressing plates to separate building and foundation; carrying out the cutting process and embedding process of steel pieces at the same time; removing the steel pieces one by one after building is completed. 
     
     
         9 . The building structure of  claim 1 , wherein sticking in a comprehensive way is adopted in high building by a method comprising: first, rebuilding free ground, second, cutting a dividing line of building and foundation in wall foundation and drilling holes for connecting the inner and outer reinforcing steel bars; there is no gap between the cutting line and the free ground, and there is a gap with 10 cm between the cutting line and the lower drilling holes; embedded steel pieces into wall and cutting off excessive parts; moving the pre-made mortise storing frame into designed position; combined in a common mould, covering swollen plates, and covering a plastic film; tying all reinforcing steel bars of patand and all connected reinforcing steel bars; putting mortises into the frame; then putting mortises with small diameter into the round of the upper edge of mortise frame; wetting and squeezing pure grout into holes of wall and putting concrete into mould; moving mortise storing jar into the frame; putting reinforced composite mortises into the jar; tamping mortises with a vibrating spear, and covering with a mortise covering board; tamping concrete with a vibrating spear till full load; taking off the dry board after the building is finished; the inverted fastening mortise in patand can against wind and earthquake. 
     
     
         10 . The building structure of  claim 1 , wherein moving range of the surrounding of free ground is limited by providing an anti-slip slope with proper gradient and distance for moving to stop endless horizontal drift of building in strong winds and wave of tsunami; wherein the building consumes energy in being lifted longitudinally instead of being folded horizontally.