CN110344633B

CN110344633B - Building designed by utilizing ship appearance and ballast stone principle and not falling down in earthquake

Info

Publication number: CN110344633B
Application number: CN201910653418.5A
Authority: CN
Inventors: 胡松林
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-07-19
Filing date: 2019-07-19
Publication date: 2021-03-19
Anticipated expiration: 2039-07-19
Also published as: CN110344633A

Abstract

The invention discloses a building which is designed by utilizing the ship appearance and ballast stone principle and cannot fall down in an earthquake, belongs to the field of building earthquake resistance, and mainly solves the problem that the building is damaged and collapsed in the earthquake. The building base is designed into a ship appearance structure, metal or nonmetal with heavier specific gravity is used as a ballast stone structure, and a circle of buffer pressing plate is constructed at the outer edge of a ship board part, so that when an earthquake occurs, the buffer pressing plate crushes a buffer structure body below the ship board part, the impact force generated by the earthquake is absorbed by most parts, and the building cannot be damaged in the earthquake. The angle that can utilize the buffering clamp plate to consume behind the earthquake impact force the foundation ditch bottom surface is designed to 45-60, and the building can not surpass above angle under any circumstance yet, can guarantee personnel, equipment, the safety of building itself.

Description

Building designed by utilizing ship appearance and ballast stone principle and not falling down in earthquake

Technical Field

The invention relates to the technical field of building earthquake resistance, in particular to a building which is designed by utilizing the principles of ship appearance and ballast stone and cannot fall down in an earthquake.

Background

China is in the Pacific ocean seismic zone and the Eurasian seismic zone, is one of the most serious countries in the world, and has the advantages of large seismic intensity, wide distribution, high frequency and weight loss. China with more than 35% of earthquakes of the 20 th century global continent over 7 grades. 321.9 ten thousands of houses collapsed by the earthquake of Tangshan occurring in the early morning of 7-28 th of 1970, 24.4 thousands of people die, and 54 hundred million yuan is directly lost economically. At that time, 65 thousands of people are in the population, and more than 95% of houses collapse.

The earthquake has the characteristics of strong outbreak and difficult prediction, the current monitoring and forecasting of the earthquake is a worldwide problem, and even if the earthquake prediction is carried out, if the self earthquake resistance of the construction engineering is weak, the building is difficult to avoid huge loss (data source of earthquake damage and building design, first edition of 5 months in 2017 of Chinese building industry publisher, edition of building disaster prevention series congress book compilation committee, page of 'introduction').

The earthquake-proof technology of the modern buildings mostly adopts the traditional earthquake-proof technology. In order to mitigate the effects of earthquakes on buildings, the traditional design approach is to design the structure as an "anti-seismic" structure, which resists the effects of the earthquake by increasing the structural member cross-section and strength. Multiple earthquake damage shows that the structure designed in this way can not collapse in a large earthquake, but the loss caused by the damage of internal equipment and decoration of the building is also huge, so that the building with higher protection requirements on the equipment and facilities in the building is difficult to meet the requirements sometimes by adopting the traditional earthquake-resistant design method, and the cost is huge (data source 'earthquake-proof building design guideline', first edition of 2016 (12 months) of Chinese building industry Press, edition of Schertzel waves and the like, sequence pages).

There is another book that is neutral and has an objective analysis of modern buildings. The book was authored by 48 experts at the building academy of sciences as authoritative. The book indicates that: the foundation of the traditional building is fixedly connected to the ground, the earthquake action received by the building is gradually amplified from bottom to top during earthquake, so that structural members are damaged, and people in the building feel strong vibration. In order to ensure the safety of the building, the design strength of structural components is inevitably increased, the consumption of materials is high, the seismic force is an inertia force, the section of the structural components of the building is large, the used materials are high, the mass is large, and the earthquake action is increased (a data source, namely the repair, reinforcement and reconstruction technology of buildings after earthquake disasters, the first edition of 2017 of Chinese building industry Press, the title of enlightenment, 192 pages).

In the field of building earthquake resistance, another large door group is a seismic isolation technology.

Seismic isolation techniques have a history of over 100 years. In 1881, the Japanese scholars proposed in great abundance: several layers of log are first set on the foundation in crisscross arrangement, concrete is poured on the log, and then the house is covered on the log. However, the application conditions of the seismic isolation technology are relatively severe, and the application range is relatively narrow: 1. the requirement is that the body shape is basically regular, and the height does not exceed 40 m; 2. it is only suitable for various types of low-rise industrial civil (civil) buildings in earthquake areas; 3. the construction site is only suitable for I, II and III types, but not for soft sites (data source & lt & ltbuilding repair, reinforcement and reconstruction technology after earthquake disaster & gt, first edition 2017 of Chinese architecture industry Press, vengean-Bosch guide edition, page 195).

The lead rubber support is said to be widely applied to actual structures, but researches show that the support is greatly influenced by the frequency of seismic waves, and the installation of the lead rubber support can amplify the seismic response of the structures to the seismic waves with the ground frequency characteristic, so that the adverse effect on the seismic resistance is generated. Although the shock insulation range of the support is wide, the device is not easy to control, and relative displacement occurs between the upper structure and the shock insulation device (data source building earthquake resistant design, second edition of scientific Press 2007, Schuzze and the like, p 304). Other data show that the seismic isolation technology which attempts to achieve the purposes of shock isolation and energy dissipation is difficult to popularize in a large area all over the world due to strict material requirements, difficult manufacturing technology, high cost and the like.

Japan is the world 'earthquake-resistant country' and is also the inventor of the seismic isolation technology, but the seismic isolation technology has been developed in the cause of over one hundred years, and the whole country of Japan is more than two thousand. Up to now, only hundreds of shock-isolated buildings have been built and reinforced in the United states (data source "design guidelines for shock-isolated buildings", first edition of 2016 (12 months) by the Chinese Press for the building industry, and the Xuezyan et al, pages 5-6). Although the cost of a seismic isolation building is only increased by about 5 percent compared with that of a non-seismic isolation building, other data show that only 3100 seismic isolation buildings exist all over the world.

In 1998, 17 months, 10.4 million houses collapse in the great earthquake of Osaka, Japan, and about 10 trillion yen is directly lost economically.

It also appears that seismic isolation techniques are not flexible.

There is data showing that the building fortification intensity of the upper part of the basic quake-proof system of the laminated rubber support can be reduced by 1 to 2 degrees. In addition, the seismic isolation technology is complex in design, and monitoring and management are very complicated.

The traditional earthquake-proof technology and the earthquake-proof technology developed in the last hundred years adopt a 'straight line thinking' mode, the diameter, the strength, the rigidity or the thickened steel bars and the like of the main stressed parts of beams, columns and the like of the building are reinforced on one surface, or the building is placed on a plurality of laminated rubber supports.

The former does not solve the problem of eliminating the inertial force on the building during an earthquake, but relies on the "digestion" of the building itself. Thus, the building itself is damaged or collapsed. In the latter method, the aim of shock insulation is achieved by using laminated rubber and the like, but the huge weight generated by a huge building can press the laminated rubber to be almost as thin as a piece of newspaper, so that the aim of strong shock absorption can not be achieved, and therefore the shock insulation building can not exceed 40 meters generally. The huge inertia impact force in earthquake can only reduce the earthquake intensity of one or two degrees of buildings on the upper layer of the shock insulation support.

Disclosure of Invention

Aiming at the problems in the prior art, the invention fully utilizes the characteristics of bearing and instantly and uniformly dispersing the pressure or external force applied by the hemispheroid and the derivative thereof, fully exerts the 'special characteristics' of the hemispheroid to the utmost extent, and provides a building which is designed by utilizing the ship appearance and the ballast stone principle and cannot fall down in the earthquake. The inventor skillfully builds the building on a ship-shaped base which is poured by reinforced concrete and has partial characteristics of a hemisphere by utilizing 'curve thinking', and places a metal or nonmetal object with higher specific gravity at the center position of the bottom of a cabin to be used as 'ballast stone'.

In order to achieve the purpose, the invention adopts the following technical scheme:

a building designed by utilizing the appearance of a ship and the ballast stone principle and not falling down in an earthquake comprises a building body, a base which is embedded in a foundation and is fixed with the building body into a whole, and a ballast stone structure filled in the base; the base is designed into a ship appearance structure made of reinforced concrete or other materials, the two ends of the ship appearance structure are 1/2 hemispheroids, the middle of the ship appearance structure is a semi-cylinder, the diameters of the 1/2 hemispheroids and the semi-cylinders are matched, the cambered surface part of the base faces to one side of a foundation, the plane part of the base faces to one side of a building body, the height and weight of the building body and the weight of the base are in positive correlation, and the gravity center of the building body (under the full load condition) is located at the center of the base.

Further, the ballast stone structure placed on the hull portion of the base is a metal body or a non-metal body with a relatively high specific gravity as a ballast weight. The ballast stone structure is lead blocks, steel blocks, iron blocks or reinforced concrete blocks and the like.

Further, a buffer pressing plate which protrudes outwards and is made of reinforced concrete or other materials is arranged on the outer edge ship board part of the base; when the building is inclined due to an earthquake, the maximum inclination angle of the building body and the base does not exceed 45 degrees due to the buffer pressure plate.

Further, the buffer pressure plate is arranged on the side portion of the base for one circle.

Furthermore, a plurality of ribbed plates made of reinforced concrete or other materials are arranged below the buffer pressing plate on the edge of the base, and one part of the ribbed plates is connected with the buffer pressing plate and the other part of the ribbed plates is connected with the base.

Further, a plurality of the ribs are arranged at intervals.

Furthermore, a buffer structure filled in the foundation and composed of sintered bricks or concrete customized according to the design requirement or other materials is arranged around the base and the buffer pressing plate, and when the building body and the base incline, the buffer pressing plate reduces the inclination speed by crushing the buffer structure.

When a strong earthquake comes, the shape and the weight of the base of the ship shape structure absorb most of the inertia force transmitted by the earthquake and transmit a small part of the inertia force to the building body at the upper part. The upper building body can be designed according to a high earthquake-resistant structure, and the residual negligible inertial force is easily absorbed and digested by the building.

The ship profile base under the ground can be regarded as an object formed by an infinite number of arched curves, and the ship profile base has the capacity of resisting and quickly dispersing inertia force, so that most of the inertia force applied to the ship profile base is transmitted to the whole ship profile base in a moment, and the inertia force applied to the buffer structure filled around the ship profile base is transmitted to the buffer structure filled around the ship profile base. Finally, the water is instantaneously transferred to the four walls of the foundation and the ground (earth).

When the building body on the ground inclines to the opposite direction, the buffer pressing plate on the side part of the ship can crush the part of the buffer structure below the ship. And the 'buffering structures' can 'absorb' most of the inertia force transmitted when the building body shakes. The relevant seismic data show earthquakes all over the world, with 70% -80% of earthquakes usually being only 2-3 seconds, and the highest recorded being only 80 seconds. Because the base of the ship appearance structure is not completely fixed in the foundation, the ship appearance structure can instantly transmit the inertial force transmitted by the seismic waves to the buffer structure arranged underground around through small-amplitude back-and-forth shaking. The building body on the upper layer is subjected to extremely small inertia, and the inclination of the building body is not more than 45 degrees at most due to the circle of buffer pressing plate arranged on the outer edge of the ship appearance base. Therefore, the building body can only slowly shake in the earthquake, the maximum inclination does not exceed 45 degrees, and the building collapse phenomenon can not occur.

The present invention follows the core essence of newton's second law of motion (F ═ ma) and the dartboard principle: when an earthquake occurs, if a rigid body, without any restraint, is placed on the ground, it will move in the opposite direction to the ground under the action of inertial force. On the contrary, it is fixed on the ground and cannot move freely, so that it must internally digest this inertial force and generate a lot of cracks and even collapse near its foundation (data source earthquake damage and building design, first edition of 5 months in 2017 of Chinese building industry press, Master edition of building disaster prevention series symposium committee, pages 13-15).

The invention relates to a base of a ship appearance structure poured by reinforced concrete, which disperses the inertia force caused by earthquake in the shaking process caused by earthquake to ensure that a building body can not collapse absolutely and the loss is reduced to the minimum.

1/2 hemispheres and their derivatives (such as the appearance of a boat in this design) can be considered by themselves "objects made up of numerous arcuate curves". Like an arch bridge, an arch-shaped curved object can uniformly transmit external force applied to any part to the whole object, and if a certain part is in a force relationship with the ground, the arch-shaped curved object can transmit the force to the ground. All things being said, the ship appearance base also has the function.

The invention further improves the absorption of inertia force brought by earthquake by arranging the buffer structure. The buffering structure body can be a red brick, a blue brick and other sintered bricks, and can also be a concrete block and other materials customized according to design requirements, and the concrete blocks have different compressive properties due to different cement marks, sand and stone proportions and volumes. The buffer structures have the function of achieving the purpose that the building inclines or shakes slowly in a strong earthquake according to the self weight of the building to be protected. The material of which the cushioning structure is made can therefore be neither too soft nor too hard and can be determined in practice by calculation and experimentation.

The method is used for preventing the common low-rise, multi-rise and small high-rise buildings and the high-rise buildings from being earthquakes.

For a super high-rise building or a building with heavy self weight, due to the limited available land area, a ship board part with a heightened (deeply buried) base ship side can be adopted, the weight is increased, a certain number of buffer pressing plates are additionally arranged on the outer sides of the heightened ship board with the ship side and the original base, and corresponding rib plates are arranged. The inclination angle of the building limit is determined by the specific design requirement to determine which layer of the buffer pressing plate can touch the ground of the foundation pit.

The advantages of the heightened base are as follows: firstly, the stability is higher, secondly, the buffering structure body which can be used as the buffering material is thicker when the earthquake, especially the strong earthquake occurs, thirdly, because the number of the buffering pressure plates is increased, the inertia force received by the base can be more quickly transmitted out, and the influence on the base and the building body on the base is reduced to the lowest.

Has the advantages that: although the traditional shockproof technology is simple, the effect is not good, and a great deal of facts prove that the invention is not repeated. Although the seismic isolation technology has some damping effects, the seismic isolation technology is only effective for medium-and low-rise buildings (below 40 m), basically does not use high-rise buildings, and is very complex and tedious in design, construction, detection and monitoring.

When the modern most great scientist einstein said: the nature of science is in fact the simplest, the most simple, and the comprehension like a picture (interpretation).

The Chinese moral education classic moral classic of moral, namely the Chinese moral classic and the Chinese moral classic of moral to moral, also form a four-character true word, which means that the basic principle, the method and the law of everything are extremely simple.

The oldest Chinese is also the classic with the greatest famous atmosphere, which is the book of changes. On Zhouyi, family dictionary, old ancestors also written "all things in the way of the Chinese traditional Chinese philosophy' Ming dynasty" in all things without missing ", that is, all things in all things are composed of curves, and all things in all things are in all things in all words.

The invention has the advantages of simple principle, simple structure, durability, low cost, simple, convenient and efficient design, construction, calculation, detection and management, the engineering quantity is far lower than that of the traditional earthquake-proof technology and is much lower than that of the earthquake-proof technology, and the input cost and the later maintenance cost are far lower than that of the earthquake-proof technology.

The inventors of the present invention consider that: the design is the only modern, and can integrate various effective anti-seismic measures and solve the optimal technical scheme of any seismic problem in a one-stop way.

The invention has simple structure, great benefit and durability, is easy to detect and manage in the operation process, and after the highest survival rate after the use is calculated and predicted in the early stage of design and construction, the weight (dead weight) of the whole building enables the gravity center of the whole building to always fall on the central position of the base.

The invention has wide design and application. Because town streets are generally in a straight line form, and buildings on two sides of the streets are in a cuboid form, the occupied width of the invention is not large, and the invention has high practicability.

From the macroscopic world, the design proves that the structure and the shape of the invention can ensure that the building can not fall down in the earthquake. Firstly, 70% of all bridges (roads and railways) in the world are arch bridges, because the arch structure can quickly transmit stress to all arch bodies until the stress is transmitted to the ground or rock mass; secondly, all the caves naturally formed in the world are arched roofs (the roofs in other shapes are collapsed for a long time), and the weight of thousands of tons of mountain bodies on the head and around the head can be 'jacked' only by the shape; thirdly, all artificially constructed living cave caves in the world are all round arches simulating natural caves; fourth, of all the shapes of objects in the world, only spheres and hemispheres are those consisting of "infinite arcuate curves," and their ability to resist and rapidly dissipate inertial forces is not achievable by any other shape.

Nature has spent hundreds of millions of years, and the human society has also presented us with a very "complete" and "very brilliant" chain of evidence, using ancient and modern "industrial products".

Drawings

FIG. 1 is a schematic diagram of an embodiment of the present invention.

Figure 2 is a side view of an embodiment of the present invention.

Fig. 3 is a top view of an embodiment of the present invention.

FIG. 4 is a schematic view of the embodiment of the present invention showing the impact pad touching the ground floor after crushing the entire impact structure in an earthquake.

Fig. 5 is a front view of the restored building body after the earthquake is ended.

Fig. 6 is a schematic diagram of another embodiment of the present invention.

Detailed Description

The present invention is further illustrated by the following figures and examples, which include, but are not limited to, the following examples.

Examples

As shown in figures 1-5, the building designed by using the principle of ship appearance and ballast stone and not falling down in earthquake comprises a building body 6, a base 1 which is embedded in a foundation 7 and is integrated with the building body into a ship appearance structure, a ballast stone structure 2 filled in the base, a buffer pressure plate 3 which is arranged outside the base along the shipboard part and protrudes outwards, a plurality of rib plates 4 which are arranged at intervals under the buffer pressure plate at the edge of the base, and a buffer structure 5 which is arranged around the base and the buffer pressure plate and filled in the foundation. The base 1 is designed into a ship appearance structure made of reinforced concrete or other materials, the two ends of the ship appearance structure are 1/2 hemispheroids, the middle of the ship appearance structure is a semi-cylinder, the diameters of the 1/2 hemispheroids and the semi-cylinders are matched, the cambered surface part of the base faces one side of a foundation, the plane part of the base faces one side of a building body, the height and weight of the building body and the weight of the base are in a positive correlation, namely the higher the building body is, the heavier the base is; the center of gravity of the building body is at the base center position at any time of the normal state, and the overall size and weight of the base and ballast stone structure are determined by the fact that the overall center of the building body (ground portion) is always at the base center position at the time of "full load" (weight after maximum estimated occupancy). The ballast stone structure placed on the hull part of the base is a metal body or a non-metal body with a heavier specific gravity and is used as a ballast weight. The ballast stone structure 2 is a lead block, a steel block, an iron block or a reinforced concrete block and the like. The buffer pressing plate 3 is made of reinforced concrete or other materials and is arranged on the side part of the base for a circle; when an earthquake occurs to incline the building, the maximum inclination angle of the building body and the base does not exceed 45 degrees through the buffer pressing plate, namely the width of the buffer pressing plate on one side of the base is the width of the outer edge of the buffer pressing plate contacting the bottom surface of the foundation pit when the building body inclines to 45 degrees. The ribbed slab 4 is made of reinforced concrete or other materials, and one part of the ribbed slab is connected with the buffer pressing plate and the other part of the ribbed slab is connected with the base. The buffer structure 5 is made of sintered bricks or concrete customized according to design requirements or other materials, and can be red bricks, blue bricks and the like or customized concrete blocks; when the building body and the base are inclined, the buffer pressing plate reduces the inclination speed by crushing the buffer building body. The building body 6 can be designed according to a conventional earthquake-resistant structure, and the structure of the building body is not changed in the invention. The foundation 7 can be designed into a foundation pit form larger than the base, the periphery and the ground can be additionally reinforced through concrete or reinforced concrete, the structure can also be embodied that the bottom of the base is in contact with the bottom of the foundation pit, the rest part is filled with a buffer structure to surround the base, the strength of the foundation pit can be equivalent to that of the base, and the strength of the buffer structure is slightly lower than that of the base.

The design is about the base tilting problem. In places with less earthquake times and lower intensity, the buildings with people can be designed to have the maximum inclination in the range of 50-60 degrees; if only storage (no people) is needed, the maximum inclination of the building can be designed to be 45 degrees; the specific situation can be calculated and determined according to the state of the building and the local situation of the building.

As shown in fig. 4, when an earthquake occurs, the building body and the base are caused to shake back and forth in opposite directions by the inertia force generated by the shaking of the ground. Firstly, the buffer pressing plate on the outer edge of the upper part of the base crushes the buffer area constructed by the red bricks on the lower part of the base, and in the process, each layer of red bricks on the lower part inevitably exerts acting force on the buffer pressing plate when the whole building shakes, so that reaction force is generated. Energy can be transferred according to the law of conservation of energy. The inertia force generated by the whole building due to earthquake can be transferred to each layer of red bricks in the process of crushing each layer of red bricks by the buffer pressing plate, and finally transferred to the periphery of the foundation pit and the ground. Meanwhile, other parts of the base can crush red bricks in slow inclination and shaking to generate the same effect of a buffering pressing plate.

Even if the earthquake intensity is very high, the red bricks on one side of the buffering structure body are all crushed by the buffering pressing plates and other parts of the base, the buffering pressing plates on the edges of the ship appearance reach the bottom surface of the foundation pit according to the design, the building still keeps 60-50 degrees (the temperature can be designed to be 45 degrees when people live away), and the earthquake-proof buffering structure is basically harmless to personnel and equipment. In any case, due to the buffering effect of the buffering pressure plate and the buffering structure, when an earthquake happens in the 2-3 seconds (the vast majority of earthquakes are 2-3 seconds, and the longest earthquake is not more than 80 seconds), the building only slowly shakes, and people in the building can not be nervous and frightened psychologically. Furthermore, due to the design of the cushioning press plate and the cushioning structure, even a moderate intensity earthquake becomes a slight shock.

As shown in fig. 5, after the earthquake is over, the whole building returns to the original state due to the action of the ballast weight at the lower part of the middle of the ship-shaped base and the semi-cylinder structure of the ship shape.

As another embodiment, when the self weight of the building body is heavy or the building needs to be constructed to be a super high rise and the land area used by the building is limited, the supporting and anti-falling requirements under the condition that the occupied area of the base is not obviously enlarged can be met through the reinforced design of the base part. The method specifically comprises the following steps: the ship board part of the base is vertically heightened to form a ship side part, at least two layers of buffer pressing plates protruding outwards are arranged on the outer sides of the base and the ship side part, a certain interval exists between the buffer pressing plates, the width of the buffer pressing plates is gradually reduced from top to bottom, and corresponding ribbed plates are additionally arranged between the buffer pressing plates. As shown in figure 6, the ship board part of the base is heightened to form a ship board part, and three layers of buffer pressing plates are arranged on the outer side of the ship board part, so that the bottom of the building body can extend into the upper part of the base or not according to actual conditions.

Through the design, the building is effectively prevented from collapsing in the earthquake.

The above-mentioned embodiments are only preferred embodiments of the present invention, and do not limit the scope of the present invention, but all the modifications made by the principles of the present invention and the non-inventive efforts based on the above-mentioned embodiments shall fall within the scope of the present invention.

Claims

1. A building designed by utilizing the ship appearance and ballast stone principle and not falling down in earthquake comprises a building body, and is characterized by also comprising a base which is embedded in a foundation and is fixed with the building body into a whole, and a ballast stone structure filled in the base; the base is designed into a ship appearance structure made of reinforced concrete or other materials, the two ends of the ship appearance structure are 1/2 hemispheroids, the middle of the ship appearance structure is a semi-cylinder, the diameters of the 1/2 hemispheroids and the semi-cylinders are matched, the cambered surface part of the base faces one side of a foundation, the plane part of the base faces one side of a building body, the height and weight of the building body and the weight of the base are in positive correlation, and the gravity center of the building body is located at the center of the base;

the outer edge of the ship board part of the base is provided with a buffer pressing plate which protrudes outwards and is made of reinforced concrete or other materials; when an earthquake occurs to enable the building to incline, the maximum inclination angle of the building body and the base does not exceed 45 degrees through the buffer pressing plate;

and when the building body and the base incline, the buffer pressing plate reduces the inclination speed by crushing the buffer structure.

2. The building for preventing collapse during earthquake according to claim 1, wherein said ballast stone structure is a metal body or a non-metal body having a relatively high specific gravity as a ballast weight placed on said hull portion of said foundation.

3. The building of claim 2, wherein the ballast stone structure is lead, steel, iron or reinforced concrete.

4. The building for preventing earthquake falling designed according to the ship profile and ballast stone principle of claim 1, wherein the buffer pressure plate is arranged at the side part of the base for one circle.

5. The building for preventing falling in earthquake according to claim 1, wherein a plurality of ribs made of reinforced concrete or other materials are disposed under the buffer pressure plate on the edge of the base, and a part of the ribs is connected to the buffer pressure plate and a part of the ribs is connected to the base.

6. The building for preventing earthquake falling designed according to the ship profile and ballast stone principle of claim 5, wherein a plurality of said ribs are arranged at intervals.

7. The building designed according to the ship profile and ballast stone principle of claim 1, wherein the side part of the base is vertically heightened to form a side part and a ballast stone structure is added correspondingly, and at least two layers of buffer pressing plates protruding outwards are arranged on the outer sides of the base and the side part, and the buffer pressing plates are spaced and gradually reduced in width from top to bottom.