WO2017024751A2 - Ground surface construction; complete disaster relief and preservation technology for liquid tank trailers during earthquakes, tsunami, and super storms, and structure and equipment thereof - Google Patents

Description

 Description

 Ground building; Earthquake, tsunami, super strong wind (in the fire), complete technology and its structure and facilities. Technical field: The present invention is aimed at earthquakes, tsunami and super strong winds that cause natural disasters, and often cause great disasters to human society. (The typhoon as the core of the wind), to create a (built) load (base) load and separation mechanism; Ding Cheng floating structure; body downsizing technology. The damage caused by the above-mentioned disasters to the ground buildings and the carrying tanks was completely removed, so that the original building was shaken in the mountains, turned over the river, and the wind and rain fell in the air, and it was unscathed.

 BACKGROUND OF THE INVENTION: The technical invention cites the cohesive force of geophysics, the cohesive force intervenes in the process of accumulation of disasters, neutralizes the release of various disaster forces on the main construction, and bridges the energy in the disaster from start to finish in time, space, and process. Cohesion and conversion effectively avoid the generation of disasters.

 SUMMARY OF THE INVENTION 1. The complete sequence (intensity) detonation technology of the epicenter; 2. Earthquake, tsunami and super strong wind prevention technology; 3. Oil, gas and water storage tanks (in the disaster) carrying the same technology. .

 In the whole technique, with the horizontal tripod as the core, the main solution is the earthquake with the earthquake as the target, from low to high to the invincible fault zone. With the slope as the core, the main disasters, tsunami and super strong winds are combined; Wanquantang is the core, and the duo of the main oil, gas and water storage tanks (during disaster) is dumped.

 Brief description of the drawing: 1. The horizontal tripod of the goose structure - the complete sequence of the epicenter building (intensity). Skills range from innocent earthquakes to unstoppable super-large earthquakes and unbreakable fault zones.

 Figl/83 main load combination map, unlike traditional buildings, the whole building is composed of two parts. The foundation consists of a pile foundation and a dingding joint. The dingzhong is filled with vermiculite and the floating surface is horizontal, forming a main load of the Dingcheng raft.

 Fig 2/83— Fig 7/83, as the basis. In the horizontal Ding series, Fig 3/83 is a multi-layer tripod (base 2); Fig 4/83 is a composite tripod (base 3). Fig 2/83 (base 1); Fig 5/83 (base 4); Fig 6/83 (base 5); Fig 7/83 (base 6) is the long-standing inheritance of the horizontal Ding Cheng; ; Ding Cheng Ding Cheng and block Ding Cheng.

 Fig 8/83 line frame joint shear (elimination) melt ski (built 1); Fig 9/83 frame joint shear (elimination) melt ski (built 2); Fig〗 0/83 joint melting Skid (built 3); Fig 11/83 combined whip stick (built 4); Fig 12/83 goose body (built 5); the main construction project in the design needs to be selected to adjust the different intensity difference between earthquakes.

 It consists of a built-in joint body, a main building, a super-large flat bearing platform, a main building, and a main building.

 This technology takes the Fig 8/83 line frame shear shear sled (built 1, built 2, 3, 4 in the same column) load Fig. 2/83 Ding Cheng Man (base 1) for the superscript, the graphic super large In the earthquake, the technical structure of the disaster is effective.

 Fig 13/83 is a closed map before the earthquake, and the combination of foundation and foundation is like a goose water (卯).

 Fig 14/83^Figl7/83 shows the longitudinal wave coming from the super-large earthquake, the main building is separated from the longitudinal division of the junction - vertical regression ^ left wave vertical - right wave vertical.

 Fig 18/83, after the cross and horizontal waves, the construction and foundation complete the clutch, the combination, and the whole process of the tour.

 In the meantime, no matter how large the seismic wave energy is, how often the frequency intersects and overlaps. Compatible construction (stick, sled) and Ding 卯. The building's vertical energy and seismic shock waves are all exported outside the building. The energy in the building is lifted and the building is safe. Not only is it highly degradable, but it is also effective. Other underarm joints have the same function in the appropriate seismic intensity degradation.

 At the facility level, the shearing frame of the tandem shear-type sled skid is cut into a fusion ski; the skid of the melt ski is cut into a wave-eliminating rod; the order of the rod of the wave-eliminating rod is reduced into a goose body (坻) To ensure the flow of cockroaches and geese. Leave the seismic wave to the raft without leaving it to the building.

 This technique takes the Figl2/83 goose body squat (build 5) load Fig2/83 roman dingding (base 1), Fig5/83 box dingding (base 4), Fig6/83 block dingding (base 5) Fig. 7/83 Ding Cheng Ding Cheng (base 6) is a subscript to illustrate the dialectical treatment of this technical structure in horizontal wave earthquakes without vertical separation.

 Figl 9/83 closed map before the earthquake, such as the light goose floating water (卯), built, base anastomosis.

Fig 20/83 - Fig 23/83 shows the self-combination between the left and right, the front and the rear transverse waves. Fig 24/83, after the seismic waves blended with each other, the load of the epicenter (ground wave) showed the multi-angle, omnidirectional and non-phase-independent self-digestion of the technology. This technique takes the Fig 11/83 combined wave-eliminating rod (built 4). The load Fig 3/83 multi-layer Ding Cheng 卯 float (base 2) is the standard, and the original undamaged super (shallow layer) large earthquake can be resisted. The full sequence (intensity) of the technical structure is valid.

 Fig 25/83 In the closed map before the earthquake, the main building and the transfer level are free, and the floating bearing is like a goose water (卯).

 Fig 26/83—— Fig 29/83 shows the longitudinal spatial motion of the main building and the free tripod in the catastrophic super-large earthquake. The left and right large displacements of the base and the tripod are decomposed in turn.

 A devastating earthquake often brings about a second blow to the tsunami.

 Due to the conformity of foundation and construction in the earthquake, the vertical rise in the original design and the storage of the sag in the stalk and scorpion intersection still exist. This technical structure once again provides the secondary reserve of physical displacement for the shock wave of the tsunami.

 The specific requirements of the tripod should be designed to drain the water, to ensure that there is no water after the disaster, to preserve the life cycle of the original structure, without the need for a trace of post-disaster reconstruction.

 This technique is based on the Fig 11/83 combined wave-eliminating rod (built 4). The load Fig 4/83 compound Ding Cheng 卯 float (base 3) is a special standard, and the extraordinary detonation of this technical structure is in the earthquake before the unbreakable fault zone. ability.

 Fig 30/83 in the closed map before the earthquake, the difference, the composite Ding Cheng; the super-long capacity of the overflow; the main construction of the squatting raft; the non-steel concrete support of the foundation; the main construction without separation;

 Fig 31/83 ^ Fig 34/83 shows the Dingcheng staggered composite structure, overflow and flooding technology. With the vibration of the seismic wave, the movement of the stationary cockroach automatically fills the physical loss of the tear valley.

 Fig35/83 cross-staggered ground waves, the convergence of the proportions, the mutual turbulence of the structure, and the balance of the special effects of the former building.

 _ The criss-crossing of seismic waves; the reverse turbulence of the ground-screen waves; the energy of the sag waves; all in the Dingcheng floating structure.

 The stone slip in the movement is the same as the liquid; the twist in the volume is the same as the liquid; the Rong Rong once again wonderfully floats the main building after the earthquake. 2. The slope of the geese structure - earthquake, tsunami, super strong wind prevention technology. The earthquakes, tsunami, and super-strong winds (the typhoon-centered winds) invaded from different directions and angles.

 The horizontal structure of this technical structure is changed to the slope; the non-horizontal drift is used to replace the former horizontal state; the beach dam is replaced by the front sill.

 Fig36/83——Fig39/83 in the load-separation mechanism; the joint long and short rods eliminate (swimming) skid; the slope tripod and its shape.

 Earthquakes: Jianshang, the foundation to the sea seat of the slope tripod on the earthquake with the level of the trip to the earthquake relief.

 This technical structure is used to detonate the severe disasters in the earthquake of the foundation and the sea, and the complete set of anti-seismic technology is illustrated.

 Fig 40/83—— Fig 46/83, the main building is on the slope of the tripod, and goes back and forth, experiencing the outer sea wave, the returning sea wave free or inland wave, and the returning wave is free from the beach dam and once again.

 Tsunami: Fig47/83—— Fig50/83 illustrates the tsunami that was generated after the earthquake and the impact of the tide on the main beach. The main building in the beach is upper and lower. The space absorbs the shock wave of the tide; the main construction of the vertical joint absorbs the lifting force of the sea wave of the free energy. After the disaster, he returned to the dam beach and was once again stationed in the disaster.

 Super strong wind articles: Small high-rise buildings, super strong winds invade the main building from different wind directions, wind positions, and combined winds. The structure and foundation are automatically replaced by vertical stress instead of anti-stress, and the main force of the main building is turned into vertical Together.

 The sag force is an invisible wind damper. The vertical force at this time is a multiple of the original resultant force.

 The wind torque raises the vertical energy of the built-in wind with the wind moment line, and the wind's non-addition and vertical totals follow, and the vertical force returns the main construction's vertical energy from the gap to the joint. This technology is also based on the Pitted Sea Seat, which shows the degradation of the super-strong wind.

 Fig 51/83—— Fig 52/83, the combined force wind exceeds the joint force, the wind torque is carried from the main building of the slope; the plunging force exceeds the wind moment, the resultant force returns, and the sluice is unilaterally raised and lowered; The wind rises, and the wind rises and the wind dies.

 In the middle and high-rise buildings, the number of layers rises, and the combined wind rises with the construction, and the wind resistance of the building is reversed.

 The invention adds a merging facility outside the main body, so that the energy of the main building can be separated, and the interaction can be carried out. A combined force, multiple resultant forces.

 With the addition of the facility, the structure will be more effective.

Fig 53/83 - Fig 57/83, shows the energy transfer of the parallel structure, from the upper, the lower, the middle, and the ridge Ί-type interconnection.

 Fig 58/83—— Fig 63/83 and the porch abutment shows the alternation of the land and sea breeze, and the redistribution of the respective wind energy by the porch is degraded by the coagulation force of the porch.

 In the high-rise building, the two main buildings and the two bases are connected at the top of the guide wave gallery and the synchronous wave top, and the combined vertical force of the resultant force counteracts the increased wind torque of the resultant wind.

 Fig 64/83 - Fig 65/83 shows the joint structure of the above-mentioned three buildings.

 3, oil, gas, water storage tanks (dangerous) carrying the same technology. In the energy intrusion of the earthquake, tsunami and super strong wind on the carrying tank, the re-wandering of the swimming fluid becomes the re-flow of energy, and the tank in the carrying tank is stabilized and the balance outside the tank is reset.

 The invention adds a broken wave ring in the tank; hangs the floating frame; floats the floating frame. It can stop the re-swimming of swimming liquid, and the combination of vertical and fine waves will eliminate the secondary shock wave. The broken wave ring is fixed on the inner wall of the tank, and the upper and lower sides of each ring are combined; H is formed; the thin bamboo and rattan are combined. The hanging frame is made of drape fabric; the floating frame is made of floating plastic film (available waste).

 Add an umbilical bone to the outside of the tank; Wanquantang. Undertake all the energy outside the design, and the tank is flawless; the liquid is leak-free. Wanquantang and Umbrella are a re-enactment of the goose technology.

 Fig 66/83—— Fig 73/83 shows that the broken wave circle, the hanging floating frame and the floating floating frame dissipate the wave in the earthquake and tsunami, and limit the secondary wave of the swimming fluid.

 Fig 74/83 - Fig 77/83 shows the wall of the can; the edge of the rib; the rib; the broken circle; the hanging frame; the shape inside and outside the floating can.

 Fig 78/83- "A Fig 79/83 shows the self-protection state inside and outside the tank when the liquid tank is overturned.

 Fig 80/83 – Fig 81/83 shows the state of self-protection when the multi-tank and the multi-level cans are overturned.

 Fig 82/83 - Fig 83/83 shows the work of Wanquantang and the condition of bare surface disaster.

 The coincidence of the technical structure of Wanquantang and the multi-tank can include all disasters and their invasive energy, including all typhoons, hurricanes and tornadoes.

 For the 'illustration, the indication of the disaster of the sequence has exaggerated techniques, and the actual response is lower than the order. The arrow is the disaster, the inner L arrow is the vertical quilt, the thin arrow is the load combination direction, 'the heart 效 效 effect. The dotted arrow is the wind line, the middle interrupted arrow is the sea tide line, the intersecting line is the resultant vertical positioning and the wind torque walking line, and the thin straight line is the functional marking line. Ben's 3⁄4 good implementation: '

(1) Determining the main 3⁄4 _; (2) Determining the disaster (earthquake, tsunami, super strong wind, and prevention); (3) Determining the disaster and the base (Horizontal Ding, Po Ding, Wan Quan Tang, and its combined space; (Ping Ping, Po Ping, Tan Ping, Beach Dam, etc.); (4) Choosing a cross tool (row skid, frame skid, melt ski, whip stick, goose body, long stick, sled); (5) choose Attached (guide wave gallery, and the corridor, connected gallery, Cheng ^, synchronous wave top, broken wave circle, umbrella bone, Wanquantang); (6) select the standard (mark 4) 6-7cm, Decrease and increase each l cm into positive and negative progressive. Not more than 2cm down, no more than 12cm upwards. It is forbidden to bring ribs, with edema, lobes, non-slippery, asymmetrical mixed 卯 、, with the same load. Prohibition of non-specific gravity, non-quality, light and fragile. )

 Among them, the balanced facing (disaster) sea seat is better. Construction in the order of piles, tripods, rods (sleds), rafts, and tables.

 : Pile foundation and Chengding joint, Chengding is made of steel reinforced concrete. The surrounding frame is inverted wedge-shaped; the outer and the ground are combined; the inner protection is vertical and vertical.

 The super-large flat bearing platform on the Dingfu surface is made according to the free demand, and the outer edge synchronous wave top and the external building seek the same reason. The load-bearing capacity of the cap is the intersection of the (砼) wave-carrying rod (skip) and the raft. The wave-carrying rod is a combination of five streamlined or cylindrical radial leaks from the goose platform down, rear, left, right and center. The wave-carrying rods are connected by a sled to form a melt skid; the rod, the sled, and the goose are combined with a shearing frame to form a joint shearing skid. The rod and the sled are in the raft layer and the bottom is free.

 Among them, the multi-level tripod is located above the floor, and the longitudinal and transverse waves are similarly separated.

 For the hidden fault zone, the pile foundation can be used according to the main construction needs, but the steel mesh frame joint should not be used between the pile foundations, which hinders the release of seismic energy in the stress. It can be used to surround piles and not to be piled together.

 The fault zone is built on the anti-seismic composite tripod, and the guide wave gallery and the same wave are used to build the inner joint.

After the tearing, the unbalanced building with the unbalanced floating and sinking, the vertical and the reversal of the waves on the tearing side The inability to rectify, the single guided wave gallery and the synchronous wave top are not only invalid, but also self-defeating.

 In reality, the flat area effect of contemporary buildings exceeds the seismic tear groove and the shore drop, which is enough to bridge the physical shift, and the smashing movement under the impact of the earthquake is enough to reset the original construction.

 In the Po Ding structure, the horizontal bottom of the slope with the slope-lifting long and short rods should be kept at the difference of the trajectory, and the standard of the beach under the fixed-point sag is the base point.

 The trip between the tripod, the rod, the skid, and the platform is constructed according to the following procedures.

 A: After the completion of the goose method - after the completion of the body, according to the rod (sled) production requirements to use high-quality resin to make FRP mold shell, a total of four curved (oblique) line has been five column mold. Tie the joint steel frame and stand it up, insert it into the mold from different directions, and replenish and seal the bottom joint. At the same time, fill the same area with five plywood support.

 Enter the vermiculite to the Ding frame floating surface in Dingzhong, fill the concrete in the back mold (the lifting hook exposes the plane). Use a vibrating rod to tamper and use a flat vibrating machine to level the layer, so that the vermiculite layer is slightly higher than the 1-2 η frame surface, 1 cm in the frame along the groove (carefully placed), and a three-ply plate on the tripod frame (Do not extend into the layer). A layer of 2m/m glass steel was placed on the Dingfu splint and enamel layer. The steel mesh layer is laid as designed, and the bearing platform is cast, and the joint is integrated with the rod and the skid. The naturally sinking platform is compacted. The main construction is constructed on the basis of the design.

 This technique uses the initial intervention mechanism. The load sharing of the Dingcheng raft is started from this time, and the earthquake begins to be out of the building. The completion of the building and the goal of disaster relief are achieved. The wooden splint after construction is degraded by air and humidity, and the free space under the FRP is laid.

 B: First goose squat method - After Ding Cheng, make a rod (sled) body, and immediately make a cap to make a cap (retaining the hole and removing the mold). After the mold is removed, the hydraulic jack is lifted by a gap of 2 cm at the joint of the platform and inserted into the wooden wedge fixed cap. After injecting the meteorite into the tripod of the jack, remove it with a vibrating stick. The hole is sealed with a glass fiber reinforced plastic sheet, and the concrete is sealed on the hole. After the removal of the wooden wedge, the integrated de-shocking facility was completed, and the pressed wooden wedge space became the built-up load free space. The main construction and the foundation are in harmony, and the earthquake-preventing and anti-disaster effect of the building will last forever. (Please consider using fire retardant resin for fire and fire protection).

 C: 卯 卯 卯 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Paving a layer of meteorite from No. 2 to No. 3, sweeping with a broom, filling the original meteorite structural gap, casting the cap on it to the design requirements.

 When the cross tool is activated, it needs to be cast with a mold shell, which is divided into closed and open type.

 Ding: Closed mold tire placement method - using wood and woodworking tools to make the rods, skids and shears in the mold tires as required, and cut the rods, sleds and shears according to the structure and angle. Segment (extended extension at the outer end). The "tires" of each segment are combined into a body, wrapped with a plastic film, and then framed with a resin and a glass cloth. Remove the wooden tire after curing.

 The selection of the formwork is preferably made of FRP, and the steel plate is second.

 After the mold shell is completed, it is moved into the site, the redundant parts are cut and the respective steel skeletons are inserted into the mold shell and connected to each other, and then the joints are replaced. Fill the form with concrete and compact it with a vibrating rod (the process must be supported by a bracket). The extra-model space is filled with vermiculite, which is to be combined with the cap in the floating surface casting. This method has the same effect as the sorghum geese method, and the mold shell is no longer taken out. This high degree of sealing has a great extension to its natural life cycle. It is suitable for unit engineering.

 : E: Opening and closing mold tire placement method - use the wooden formwork to place the frame plate according to the design shape, and fill the pure slurry molding block into it. After a little drying, the plate is removed, and the corners of the tire material are scraped with a blunt to make them streamlined, ellipsoidal, semi-circular, and the like. The tire outer surface is also made of a resin or a glass cloth on the floating surface and the side surface thereof.

 After the carcass is turned over, the carcass is again reworked, and a single piece or a piece of floating cover mold is brushed thereon. (The modules should be separated by a joint). After the fetus, the mold is formed. The open and closed mold shell can be removed and used repeatedly, which is better for composite group construction. The mud tire manufacturing method may not cover the film, and after the mud tire and the plastic cloth tire are removed, the inner layer should be reversely brushed with the resin liquid to enhance the smoothness.

 It should be brushed with lime paddle or mud pad in the mold shell before repeated use.

 The joints in the construction are fixed with bolts and nuts.

 Rods, sleds, racks with planes, facets, ellipses, semi-circular faces in front, back, left, right, bottom, and floating surfaces.

 No rods and crafts are the same as above.

The non-conjoint main building guides the corrugated gallery and the pavilion, and the two-way all-steel structure is connected to the abutment of the wave top. - The amount of design of this technology needs to be mutually correct, and disasters are eliminated. Pursue the innocence of the building and make the necessary corrections.

 Correction in the design, to adjust the selection of the joints (Ding), cross-over, cross-overs, in the goose, the wave stick, the fuse sled, the joint skid, the row (frame) frame shear sled Step-by-step promotion or downgrade selection.

 The correction during construction is selected by the meteorite calibration method. The original marking is 1 cm above and below the diameter of the meteorite. The density and specific gravity of the small meteorite are increased or adjusted to achieve a suitable amount of slip, which is proportional to the energy of the disaster. . The exchange is divided into full-change, half-change, and three-point three-change. After the exchange, the layer of enamel is stratified by layer by layer.

 After the completion of the correction, the proportion of the filling hole is large or small, and the filling is small, and the vibration method is used to sink the negative floating method to the target. When taking small (positive) filling large (negative), you can use the drum to enter the raft, take the small inside the barrel, fill the outside of the barrel, and divide it with a vibrating rod.

 Industrial applicability:

 The goose structure of the present invention, when static (no disaster) is a structure: dynamic (temporary) is a mechanism. The level of exchange and exchange of energy is released, and the energy of the confrontation in the building is largely exported outside the building, so that the remaining energy is not catastrophic. The natural energy that is struck by the pre-set physical vacancies.

 Even if the design is not completely coordinated with the disaster, the omission of the disaster energy only invades the structural facilities without damaging the original construction, and there is no internal injury in the building.

 The structural technology and the level of earthquake detonation can be simulated and validated by physical models (such as the Japan Hyogo Earthquake Center, China Yunnan University's earthquake-like facilities, etc.). It can also be demonstrated by computer digital technology. In the actual experience, the reduction of the longitudinal wave can be displayed in the water bowl, and the reduction of the transverse wave can be measured by the hanging wire or by the infrared instrument. The tsunami and super strong winds are the same as this example. Facts will prove that this technology is the only practical research result that can effectively restrain earthquakes, tsunamis and super wind disasters until now, and its technological process is the leader in world research.

 The social promotion of this complete set of technologies, the earthquake, tsunami, and super strong winds have ended. The present invention will lead to the rise of a new industry.

Claims

Claims ground construction; containment tank earthquake, tsunami, super strong wind (in disaster) complete set of disaster prevention and preservation technology and its structure and facilities. A building structure with complete defense against earthquakes, tsunami, and super-strong winds (classes with typhoons as the core), characterized by: structural and structural separation; Dingcheng 卯 floating structural synthesis. The main building and the base are inter-loaded and loaded, and its static is a structure; its dynamic is a mechanism. The stability in static is provided by the construction of the foundation, the vertical or the vertical shoal, and the balance in the dynamic is carried out by Chengding, floating raft, the main construction and the construction of the joint. These include the duo of the liquid tank and the over-designed structure of the super-designed Ding Cheng Yu Fu. A method for disaster prevention and disaster relief structure product rights:

 1. The structural synthesis of the vertical cross, which is characterized by: a conjoined building or a split building plus a guide gallery or a joint gallery; the construction of the super-large flat bearing platform and the wave top; There is a wave-clip sledge; a row (frame) frame shear-skid skid;

(Fig 8/83 Fig 12/83) o

 2, Ding Cheng Yu Fu's structural synthesis, its characteristics are: Ding Cheng - horizontal tripod; or multi-layer tripod; composite tripod; drain tripod; free tripod; (Fig 2/83 - Fig7/83) o adjustable Sexual snorkeling layer - positive 5, 4, 3, 2, 1st and 0th standard 卯 (Φ 6-7cm) - negative 1, 2, 3, 4, 5; 卯 layer; frame layer; Point layer; block layer; step layer; overflow layer; circulation layer; closed layer; (Fig 2/83 - Fig7/83) o

3, the structural synthesis of the vertical beach, characterized by: Po Ping; beach flat; beach dam; slope tripod; slope construction; cap; trend wave top; underarm long rod (eliminating) sled; split building There may be a gallery or a gallery; (Fig 36/83 - Fig39/83 _; Fig 53/83 — Fig65/83) c

 4. The internal structure and in vitro re-structure of the swimming liquid tank are characterized by: a broken wave ring in the tank; a floating frame; a floating frame (Fig 66/83 - Fig73/83; Fig77/83). The outer ribs of the can; the ribs; the composite 圩; the grading 圩; Wanquantang; (Fig 74/83 —— Fig83/83).

 A method of building rights:

5. Inter-flow process technology, according to claim 1, characterized in that: 卯 卯 鹅 鹅 坻 坻 , 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 按 鼎In order, the grouting is carried out after the first injection, and the tire and the mold are combined into the crucible. The first goose (坻) after the 卯 method, according to the pile, tripod, rod (sled), goose (坻) sequence after the injection process. During the period, the tire molds are removed and used multiple times. The plastic mixing method, the plastic film, the differential path, the common cover layer, the replacement of the glass fiber film, the casting process _d

6. The method for fabricating the material of the mold and the carcass process, according to claim 1 or 3, characterized in that: the technical process of the closed form process (segmented wooden tire formwork), after the forming of the cross-linking device Molded in, one-time use. The process of opening and closing the mold shell process (mud mold shell), the mold is inserted into the mold after demoulding, and the mold shell is used repeatedly.

 7. Correction technology in the implementation process, according to claim 1, the design effect of 2 or 3 is lack of correction, and its characteristics are: correction in design, adjustment of intersection distance and crossover; correction during construction Adjust with the quality, specific gravity and specific diameter of the floating raft; Correction in the completion, adjust with the three-third ratio combined with the previous method.

 The method of using the extraterritorial technology of the dependent claims:

 8. Orientation (Casporal, Disaster) The technology of floating beach, according to claim 3, is characterized by: pre-disaster orientation and post-disaster homing to the beach.

 9. Directional (non-disaster) Drifting process technology, according to claim 3, is characterized in that: in the same reason, the main building wind shifting, the main building of the wind swaying force is automatically shifted.

 10. The technical invention is cited in the railway; highway; bridge construction, base composite extra-domain bearer, according to claim 1, characterized in that: the technology is cited and oil-transported when external disasters invade; The use of cockroaches, pipe clutches and disaster relief in the movement and the transformation of old buildings.