CN111021567B - Damping structure of small-sized residence - Google Patents
Damping structure of small-sized residence Download PDFInfo
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- CN111021567B CN111021567B CN201911176369.7A CN201911176369A CN111021567B CN 111021567 B CN111021567 B CN 111021567B CN 201911176369 A CN201911176369 A CN 201911176369A CN 111021567 B CN111021567 B CN 111021567B
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- supporting beam
- balancing weight
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- rope
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
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- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a damping structure of a small dwelling house, which comprises a frame structure consisting of support columns and support beams, wherein the support columns are anchored with the ground, and the damping structure is characterized in that: middle beams are fixedly connected between the opposite supporting beams, and a traction rope is anchored in the middle of any supporting beam; the traction rope of any one supporting beam horizontally extends along the middle beam to the other supporting beam opposite to the supporting beam, the traction rope vertically extends downwards after penetrating through the other supporting beam, a balancing weight is fixed at one end of the downward extension of the traction rope, an elastic part is arranged below the balancing weight, two ends of the elastic part are respectively connected with the balancing weight and the ground, and the elastic part is in a balanced state. Through adopting above-mentioned technical scheme, be provided with the elastic component that is in balanced state between the below of balancing weight and the ground, make this small-size house receive with the reverse damping of incline direction, and then produce the acceleration that makes it reset, realize the shock attenuation effect to this small-size house to overall structure is simple, and construction cost is lower.
Description
Technical Field
The invention relates to the technical field of building houses, in particular to a damping structure of a small-dwelling house.
Background
At present, in the field of building, a foundation and a building are firmly combined together in a conventional building, but if the building is built in an area with frequent crustal movement, the building swings due to inertia of crustal movement such as earthquake, the structure of the building is damaged, and finally the risk of collapsing of the building is caused.
The existing damping method for high-rise buildings or large buildings comprises the steps that a hydraulic cylinder is arranged to absorb vibration energy, or a wind damper for hanging a balance weight on a roof and the like can play a damping role, but the damping measure is applied to small-family civil houses such as self-built low-rise houses and the like, so that the cost is very high, the feasibility is poor, and an improvement space exists.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a damping structure of a small-dwelling house, which has the advantages of good damping effect and low construction cost.
The above object of the present invention is achieved by the following technical solutions:
a shock-absorbing structure of small dwelling house includes a frame structure composed of support columns and support beams, the support columns are anchored with the ground, and the shock-absorbing structure is characterized in that: middle beams are fixedly connected between the opposite support beams, and a traction rope is anchored in the middle of any one support beam; the traction rope of any one support beam horizontally extends along the middle beam to the other support beam opposite to the support beam, the traction rope vertically extends downwards after penetrating through the other support beam, a balancing weight is fixed at one end of the downward extension of the traction rope, an elastic part is arranged below the balancing weight, two ends of the elastic part are respectively connected with the balancing weight and the ground, and the elastic part is in a balanced state.
By adopting the technical scheme, the frame structure is a main body bearing structure of a house, the support columns are anchored with the ground in a foundation mode, the middle part of any one of the support beams is fixed with the traction rope, and the traction rope can be a steel wire rope with certain flexibility and bearing capacity. The traction rope of any one supporting beam horizontally extends towards the direction of the supporting beam opposite to the traction rope, and the counterweight block is vertically hung downwards after the traction rope stretches into the other supporting beam, so that the tension force in the direction of the opposite supporting beam is applied to any one supporting beam through the counterweight block, and the opposite two supporting beams have the tendency of being close to each other. And the middle beam is arranged to strengthen the horizontal bending moment resistance between the two support beams, so that the pressure of the trend that the two opposite support beams approach each other is supported. Wherein be provided with the elastic component that is in balanced state between the below of balancing weight and the ground, exert ascending pressure to the balancing weight when the balancing weight has the trend of downstream, exert decurrent pulling force to the balancing weight when the balancing weight has the trend of upstream. Through the arrangement of the structure, when the house shakes due to the conditions of earthquake and the like, firstly, the counterweight block lowers the overall gravity center of the small house, so that the small house has larger inertia and is not easy to shake; on the other hand, when this small-size house took place a small amount of slopes to one side because of rocking, the tractive rope that the balancing weight was hung to this side loosens, and the elastic component applyed ascending holding power to the balancing weight to the pulling force that makes the one end that the balancing weight was kept away from to the tractive rope reduces to a supporting beam, and the tractive rope that keeps away from the slope side and hang the balancing weight then tightens up, the balancing weight upward movement, the elastic component applys decurrent pulling force to the balancing weight, thereby make the tractive rope of this side exert except that the gravity of balancing weight to a supporting beam, still have the extra pulling force of elastic. Therefore, the small house is subjected to damping in the direction opposite to the inclination direction, and then the acceleration for resetting the small house is generated, so that the damping effect on the small house is realized, the whole structure is simple, and the construction cost is low.
The present invention in a preferred example may be further configured to: and a bearing plate is embedded in the support beam, the plane of the bearing plate is vertical to the horizontal plane, the length direction of the bearing plate extends along the length direction of the support beam, and the traction rope is fixed with the bearing plate.
Through adopting above-mentioned technical scheme, bury the bearing plate underground in a supporting beam, the bearing plate is fixed with the tractive line to increased the area of contact between tractive line and the supporting beam, improved the wholeness between tractive line and the supporting beam, made the application of force of tractive line to a supporting beam more even, reduced because of the local breakage of the supporting beam that the stress point between tractive line and the supporting beam weak leads to.
The present invention in a preferred example may be further configured to: a hollow main bearing pipe is embedded in the center sill along the direction of the pulling rope, and the pulling rope is located in the main bearing pipe.
Through adopting above-mentioned technical scheme, bury the main bearing pipe underground in the well roof beam, main bearing pipe can choose for use the steel pipe etc. through placing the tractive line in main bearing pipe to reduce the direct contact of tractive line and well roof beam, because the diameter of tractive line is less, direct oppression leads to concrete surface breakage easily on the well roof beam of concrete material, and has increased area of contact through main bearing pipe, reduce local pressure, the pulling force of transmission tractive line better.
The present invention in a preferred example may be further configured to: the two opposite pulling ropes of the supporting beams are positioned on the same vertical plane, the two opposite pulling ropes of the supporting beams are positioned in the same main bearing pipe, the device also comprises a vertically arranged auxiliary bearing pipe connected with the supporting beams, and the vertical parts of the pulling ropes are positioned in the auxiliary bearing pipes.
Through adopting above-mentioned technical scheme, the tractive rope of connecting on two just right supporting beam is in same vertical plane to can supply two sets of tractive ropes to walk the line through same main load pipe, and because the tractive rope has one section downwarping and vertical extension's part, set up the vice bearing force pipe of vertical setting, can cover the vertical downwardly extending's of tractive rope part, reduce the influence of tractive rope to daily house life, and more pleasing to the eye.
The present invention in a preferred example may be further configured to: the auxiliary bearing pipe is embedded in the reinforcing column, and the top end of the auxiliary bearing pipe is provided with a circular arc-shaped corner.
By adopting the technical scheme, the arc-shaped corner is fixed at the top end of the auxiliary bearing pipe, so that the steering of the traction rope at the hanging corner is smoother, the condition that materials are broken due to local pressure intensity is reduced, and the auxiliary bearing pipe can be made of materials with stronger bearing structures such as steel pipes. Bury vice carrier pipe in the enhancement post underground to the strength of bearing of vice carrier pipe has been improved through the enhancement post, because the setting up of corner makes vice carrier pipe share the decurrent pressure that a supporting beam received, thereby has improved the bulk strength of structure through the setting up of enhancement post.
The present invention in a preferred example may be further configured to: the reinforcing column and the center sill are vertically arranged in a coplanar manner, and a reinforcing rib obliquely arranged is arranged between the reinforcing column and the center sill.
Through adopting above-mentioned technical scheme, with the vertical coplane setting of reinforcement post and centre sill, make the atress conduction perpendicular to a supporting beam of pulling rope, make the moment of flexure on the horizontal direction that a supporting beam received more stable, wherein the setting of stiffening rib has further improved the support intensity of centering roof beam and the wholeness between centre sill and the reinforcement post, and is more stable when the earthquake takes place, reduces the earlier destroyed condition of reinforcement post or centre sill.
The present invention in a preferred example may be further configured to: the basement has been seted up to frame construction below, the one end that the tractive rope downwardly extending stretches into the basement, balancing weight, elastic component all are located in the basement.
Through adopting above-mentioned technical scheme, through the setting of basement, all accomodate balancing weight, elastic component etc. in the basement to under the condition that improves aesthetic measure, still convenient to use person goes down the basement and overhauls or changes balancing weight, elastic component etc. and also be convenient for install balancing weight and elastic component when first construction.
The present invention in a preferred example may be further configured to: and a bearing seat is fixed below the balancing weight, the elastic part is a plurality of springs, and the springs are uniformly distributed below the bearing plate.
Through adopting above-mentioned technical scheme, be fixed with the bigger bearing board of area in balancing weight below to adopt spring and bearing board to be connected the elastic component, thereby more even and stable to the pressure of spring, and the cost of spring is lower, and the construction is simple.
The present invention in a preferred example may be further configured to: two groups of through holes with equal height are formed in the bearing plate, and two ends of the traction rope respectively penetrate through the two through holes to point to the other supporting beam opposite to the through holes.
By adopting the technical scheme, the two ends of the traction rope penetrate through the through holes to realize the traction rope
In conclusion, the invention has the following beneficial effects:
1. the traction ropes are anchored in the middle of the supporting beams, one ends, far away from the supporting beams, of the traction ropes are connected with the balancing weights, the elastic pieces are connected below the balancing weights, and any two opposite supporting beams are provided with mutually close pulling forces by the traction ropes, so that when the house shakes due to factors such as earthquakes, the balancing weights are matched with the elastic pieces to enable the house to shake towards any direction and gradually increase damping is achieved, the house is enabled to have a resetting trend and acceleration through the damping, the damping effect on small-dwelling houses is achieved, and the structure is simple and convenient to construct;
2. compared with the situation that the pulling rope directly acts on the center sill or the reinforcing column, the arrangement of the main bearing pipe and the auxiliary bearing pipe reduces the pressure and reduces local concrete breakage caused by overlarge pressure, so that the stress conduction of the pulling rope is more uniform through the main bearing pipe and the auxiliary bearing pipe;
3. through setting up and strengthening post and stiffening rib, when sheltering from to vice bearing pipe and make whole more pleasing to the eye, still improved the supporting effect of centering roof beam, improved the bulk strength of structure.
Drawings
FIG. 1 is a schematic structural diagram of the present embodiment;
FIG. 2 is a schematic view of the internal structure of the present embodiment;
FIG. 3 is a schematic structural view of the primary bearing tube and the secondary bearing tube in this embodiment;
FIG. 4 is a schematic structural view of the traction rope, the weight member, and the elastic member in the present embodiment;
fig. 5 is an enlarged view of a portion a in fig. 4.
Reference numerals: 1. a support pillar; 2. a support beam; 21. a bearing plate; 22. a through hole; 3. a middle beam; 4. a hauling rope; 41. a balancing weight; 42. an elastic member; 43. a force bearing seat; 51. a main bearing pipe; 52. a secondary bearing tube; 53. a corner; 6. a reinforcement column; 61. reinforcing ribs; 7. a basement; 8. a house.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 to 2, the damping structure of a small dwelling house disclosed by the present invention comprises a plurality of support columns 1 vertically anchored to the ground and support beams 2 horizontally fixed between adjacent support columns 1, wherein the support columns 1 are anchored to the ground through the existing foundation structure, and the support columns 1 and the support beams 2 form a frame structure of a house 8. The house 8 is a conventional rectangular frame structure, four corners are support columns 1, and the corresponding four sides are provided with support beams 2, so that at least two pairs of the support beams 2 are opposite to each other. The centers of the two opposite supporting beams 2 are jointly fixed with a horizontally arranged middle beam 3.
As shown in fig. 2 to 3, the center sills 3 between two pairs of opposite support beams 2 are disposed in an intersecting manner, and can be integrally cast. The hollow main bearing pipes 51 are embedded in each middle beam 3, cross-shaped pipeline joints can be selected at the junctions of the main bearing pipes 51, the main bearing pipes 51 can be made of materials with certain strength, such as steel pipes, and the main bearing pipes 51 are embedded along the length direction of the middle beams 3. Wherein, each supporting beam 2 is embedded with a bearing plate 21, the bearing plate 21 can be made of steel I-steel, etc., the length direction of the bearing plate 21 is parallel to the length direction of the supporting beam 2, and the plane of the bearing plate 21 is vertical to the horizontal plane. A reinforcing column 6 parallel to the supporting column 1 is fixed under the supporting beam 2, the reinforcing column 6 is arranged under the middle part of the supporting beam 2, the supporting beam 2 is reinforced and supported, a hollow auxiliary bearing pipe 52 which is vertically arranged is embedded in the reinforcing column 6, and the auxiliary bearing pipe 52 can also be made of materials such as steel pipes. The reinforcing columns 6 below a pair of opposite supporting beams 2 are vertically and coplanar with the center beam 3 between the two supporting beams 2, the reinforcing ribs 61 which are obliquely arranged are fixed between the reinforcing columns 6 and the center beam 3, and the supporting effect on the center beam 3 is improved through the reinforcing ribs 61.
As shown in fig. 3 to 4, the bearing plate 21 of any one of the support beams 2 is fixed with a pulling rope, the pulling rope may be made of a material with certain tensile strength and toughness such as a steel wire rope, the pulling rope of any one of the support beams 2 extends along the middle beam 3 to the other support beam 2 opposite to the one support beam 2, the pulling rope passes through the main bearing pipe 51 and then passes through the other support beam 2 to extend vertically and downwardly, and extends downwardly along the auxiliary bearing pipe 52, wherein the pulling ropes of the two opposite support beams 2 are located in the same vertical plane, and the pulling ropes of the two opposite support beams 2 are located in the same main bearing pipe 51. The end portion of the pulling rope extending downwards is fixed with a balancing weight 41, an elastic part 42 is arranged between the lower portion of the balancing weight 41 and the ground, the elastic part 42 can be a spring, the upper end and the lower end of the spring are respectively fixed with the balancing weight 41 and the ground, and the elastic part 42 is adjusted to enable the balance state to be achieved when the house 8 is in a stable state.
Wherein, a basement 7 is arranged below the frame structure of the house 8, one end of the pulling rope extending downwards extends into the basement 7, and the balancing weight 41 and the elastic member 42 are both positioned in the basement 7 (as shown in fig. 2). The auxiliary bearing pipe 52 is embedded in the reinforcing column 6 (as shown in fig. 2), the top end of the auxiliary bearing pipe 52 is provided with a circular arc-shaped corner 53 extending along the routing direction of the pulling rope, and the corner 53 enables the auxiliary bearing pipe 52 to share the downward pressure on the supporting beam 2, so that the strength of the auxiliary bearing pipe 52 is improved through the arrangement of the reinforcing column 6. And the arrangement of the main bearing pipe 51 and the auxiliary bearing pipe 52 reduces the pressure of the pulling rope directly acting on the reinforcing column 6, the supporting beam 2 and the middle beam 3, and the pressure of the pulling rope is uniformly applied to the concrete structure through the main bearing pipe 51 and the auxiliary bearing pipe 52.
A bearing seat 43 is fixed below the balancing weight 41, and the springs are divided into a plurality of groups and are uniformly distributed below the bearing seat 43 and fixed with the bearing seat 43, so that the pressure of the balancing weight 41 is uniformly distributed on each spring.
As shown in fig. 5, two groups of through holes 22 with equal height are formed in the bearing plate 21, and two ends of the pulling rope respectively penetrate through the two through holes 22 and point to the other supporting beam 2 which is opposite, so that the use of anchoring parts is reduced, the construction cost is reduced, and the condition of structural damage caused by the fatigue of the anchoring parts is also reduced.
The implementation principle of the embodiment is as follows:
when constructing the damping structure of the small dwelling house, the support column 1, the support beam 2 and the reinforcing column 6 are poured, the auxiliary bearing pipe 52 is embedded in the reinforcing column 6 while pouring, and the bearing plate 21 connected with the pulling rope is embedded in the support beam 2. Then the middle beam 3 is poured, the main bearing pipe 51 is embedded in the middle beam 3 while the middle beam 3 is poured, and the traction rope 4 is lowered into the basement 7 through the main bearing pipe 51 and the auxiliary bearing pipe 52. The middle beam 3 and the support beam 2 are fixed in a cast-in-place mode, and the main bearing pipe 51 and the auxiliary bearing pipe 52 are welded into a whole. And finally, after the maintenance of the middle beam 3 is finished, hanging a balancing weight 41 at one end of the traction rope 4 extending to the basement 7, and fixing an elastic member 42 below the balancing weight 41, wherein the elastic member 42 is in a balanced state. And then the construction of the rest of the house 8, the finishing and the like are continued.
When the house 8 shakes due to the conditions such as earthquake or the like, or the house 8 beside the subway line passes through the subway, the counterweight 41 lowers the overall gravity center of the small house, so that the small house has larger inertia and is not easy to shake; on the other hand, when the small house inclines to one side by shaking a little, the pulling rope suspending the counterweight 41 on the side is loosened, the elastic member 42 exerts an upward supporting force on the counterweight 41, so that the pulling force of the end of the pulling rope far away from the counterweight 41 on the supporting beam 2 is reduced, the pulling rope suspending the counterweight 41 on the side far away from the inclined side is tightened, the counterweight 41 moves upward, the elastic member 42 exerts a downward pulling force on the counterweight 41, so that the pulling rope on the side exerts an additional pulling force of the elastic member 42 on the supporting beam 2 in addition to the gravity of the counterweight 41. Therefore, the small house is subjected to damping in the direction opposite to the inclination direction, and then the acceleration for resetting the small house is generated, so that the damping effect on the small house is realized, the whole structure is simple, and the construction cost is low.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (8)
1. The utility model provides a shock-absorbing structure of small dwelling size house, includes the frame construction that comprises support column (1) and supporting beam (2), support column (1) and ground anchor, characterized by: middle beams (3) are fixedly connected between the opposite supporting beams (2), and a traction rope is anchored in the middle of any one supporting beam (2); the traction rope of any one of the supporting beams (2) horizontally extends along the middle beam (3) to the other supporting beam (2) opposite to the supporting beam (2), the traction rope vertically extends downwards after penetrating through the other supporting beam (2), one end of the traction rope extending downwards is fixed with a balancing weight (41), an elastic part (42) with two ends respectively connected with the balancing weight (41) and the ground is arranged below the balancing weight (41), the elastic part (42) is in a balanced state, a bearing plate (21) is embedded in the supporting beam (2), the plane where the bearing plate (21) is located is perpendicular to the horizontal plane, the length direction of the bearing plate (21) extends along the length direction of the supporting beam (2), and the traction rope is fixed with the bearing plate (21).
2. The shock-absorbing structure of a small dwelling house according to claim 1, wherein: a hollow main bearing pipe (51) is embedded in the center sill (3) along the direction of the pulling rope, and the pulling rope is positioned in the main bearing pipe (51).
3. The shock-absorbing structure of a small dwelling house according to claim 2, wherein: the two opposite pulling ropes of the supporting beams (2) are positioned on the same vertical plane, the two opposite pulling ropes of the supporting beams (2) are positioned in the same main bearing pipe (51), the device further comprises vertically arranged auxiliary bearing pipes (52) connected with the supporting beams (2), and the vertical parts of the pulling ropes are positioned in the auxiliary bearing pipes (52).
4. The shock-absorbing structure of a small dwelling house according to claim 3, wherein: the support column structure comprises a reinforcing column (6) parallel to the support column (1), the auxiliary bearing pipe (52) is embedded in the reinforcing column (6), and the top end of the auxiliary bearing pipe (52) is provided with a circular arc-shaped corner (53).
5. The shock-absorbing structure of a small dwelling house according to claim 4, wherein: the reinforcing column (6) and the center sill (3) are vertically arranged in a coplanar manner, and a reinforcing rib (61) which is obliquely arranged is arranged between the reinforcing column (6) and the center sill (3).
6. The shock-absorbing structure of a small dwelling house according to claim 1, wherein: basement (7) have been seted up to frame construction below, the one end that the tractive rope downwardly extending stretches into basement (7), balancing weight (41), elastic component (42) all are located basement (7).
7. The shock-absorbing structure of a small dwelling house according to claim 1, wherein: a bearing seat (43) is fixed below the balancing weight (41), the elastic part (42) is a plurality of springs, and the springs are uniformly distributed below the bearing plate (21).
8. The shock-absorbing structure of a small dwelling house according to claim 1, wherein: two groups of through holes (22) with equal height are formed in the bearing plate (21), and two ends of the pulling rope respectively penetrate through the two through holes (22) and point to the other supporting beam (2) which is opposite to the through holes.
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| CN201911176369.7A CN111021567B (en) | 2019-11-26 | 2019-11-26 | Damping structure of small-sized residence |
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| CN201911176369.7A CN111021567B (en) | 2019-11-26 | 2019-11-26 | Damping structure of small-sized residence |
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| CN208761967U (en) * | 2018-07-23 | 2019-04-19 | 中国电建集团华东勘测设计研究院有限公司 | A kind of embedded lifting lug node structure |
| CN109083266A (en) * | 2018-09-28 | 2018-12-25 | 安徽品小院建筑科技有限公司 | A kind of antidetonation assembled architecture frame structure |
| CN209443580U (en) * | 2018-11-09 | 2019-09-27 | 吴海洋 | A kind of building construction antidetonation movable plank house |
| CN109914585A (en) * | 2019-04-24 | 2019-06-21 | 江苏鑫环球建设工程有限公司 | A kind of building construction with cushioning effect |
| CN110206055A (en) * | 2019-06-12 | 2019-09-06 | 吴东波 | A kind of structure foundation structure for coping with seismic wave resonance |
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