CN114562034B - Multi-specification building module easy to splice - Google Patents
Multi-specification building module easy to splice Download PDFInfo
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- CN114562034B CN114562034B CN202210037357.1A CN202210037357A CN114562034B CN 114562034 B CN114562034 B CN 114562034B CN 202210037357 A CN202210037357 A CN 202210037357A CN 114562034 B CN114562034 B CN 114562034B
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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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34807—Elements integrated in a skeleton
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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
- 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B2001/34892—Means allowing access to the units, e.g. stairs or cantilevered gangways
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Abstract
The invention relates to the field of modular buildings, in particular to an easily spliced multi-specification building module which comprises a plurality of building module bodies and gallery bodies, wherein the building module bodies and the gallery bodies are arranged in parallel and vertically in multiple layers, a splicing device for stable connection is arranged between each layer of building module body and each gallery body and comprises a corner post and a connecting mechanism, a node damping device is arranged at a node between every two adjacent connecting mechanisms, and a supporting device is arranged at the lower end of each connecting mechanism positioned on the bottom building module body and each gallery body.
Description
Technical Field
The invention relates to the field of modular buildings, in particular to a multi-specification building module easy to splice.
Background
The existing modular building, every building module is the hexahedral box structure, the zonulae occludens between the building modules, adopt the continuity to pile up between the building modules promptly, make form the double wall (the side wall of two adjacent building modules) between the adjacent building module of left and right sides, form the double floor (the roof of lower floor's building module and the bottom plate of superstructure module) between the adjacent building module of upper and lower, the antidetonation of present stage is the design made to the area of defences of earthquake resistance, mainly embody in the corner post node, in case suffer especially big grade earthquake, the building can't resist earthquake according to original antidetonation design, the consequence is quite serious, can only resist earthquake and can't resist earthquake, the effect is not obvious, because this kind of building module easily splices, consequently, need to stabilize to connect between a plurality of building modules, still need to guarantee the steadiness when guaranteeing easily to splice.
The chinese patent currently published, CN202110144465.4 modular building, includes: a plurality of building modules, a plurality of building modules set up parallelly and set to at least two-layerly along vertical setting, with the one deck the building module sets up along horizontal interval, the building module is including being located four bights and following the corner post of vertical setting, the building module on upper strata the corner post is connected with being close to each other's the corner post of the building module of two adjacent lower floors respectively, wherein, the building module on upper strata the bottom of corner post is provided with the installation department, the building module of two adjacent lower floors the top of corner post is provided with the cooperation portion, the installation department is connected to the cooperation portion.
According to above-mentioned patent, the connection of two adjacent corner posts of this patent is all fixed through the connection between installation department and the cooperation portion, this kind of fixed mode makes the piling up of a plurality of building module insecure, the node rigidity between per two adjacent corner posts under the earthquake load effect can aggravate the destruction of corner post excessively, can cause building structure's local destruction, cause the local collapse of building even, and when seismic strength is too big, the stability of building module body can't be guaranteed to general shock-absorbing structure, for this reason, still need to establish shock-absorbing structure on the bottom building module body, just can be better the influence that brings the earthquake, consequently, to this type of problem, need a splicing apparatus that both easily splices many specifications building module can play shock attenuation and shock attenuation effect again.
Disclosure of Invention
On the basis, it is necessary to provide a many specifications building module of easy concatenation to prior art problem, and this application has also guaranteed when having realized the easy concatenation of a plurality of building module bodies to the concatenation between a plurality of building module bodies through node damping device and strutting arrangement to and through corner post and coupling mechanism, has stablely, has improved the antidetonation effect greatly.
In order to solve the problems of the prior art, the invention adopts the technical scheme that:
the invention provides a multi-specification building module easy to splice, which comprises a building module body and a gallery body, wherein the building module body and the gallery body are respectively provided with a plurality of building module bodies, a plurality of building module bodies are arranged in parallel and are vertically provided with a plurality of layers, each gallery body is also arranged between every two adjacent building module bodies, a splicing device used for stable connection is also arranged between the building module body and the gallery body on each layer, the splicing device comprises corner posts vertically arranged at four corners of each building module body and the gallery body and a connecting mechanism vertically arranged on each corner post, a node damping device is also arranged at a node between every two adjacent connecting mechanisms, and a supporting device supported on the ground is also arranged at the lower end of each connecting mechanism positioned on the bottom building module body and the gallery body.
Preferably, the corner post is the strip of bending that agrees with in building module body or corridor body bight, and two tip of corner post all are equipped with the mounting panel, and the mounting panel of corner post through last lower extreme contradicts respectively at the upper and lower face of building module body or corridor body to still all fix through a plurality of high strength bolt between the mounting panel of corner post tip and the upper and lower face of building module body or corridor body.
Preferably, coupling mechanism is including a steel pipe, and the upper half and the latter half of this steel pipe are all fixed on corresponding corner post through a mounting to the both ends of steel pipe still all are equipped with the connecting plate that is used for fixing on corresponding node damping device.
Preferably, node damping device includes the box body and sets up the cylinder in the box body, leaves the cavity between box body inside and the cylinder, and node damping device is still including setting up the tip damper that the lower extreme just is located the cavity on the cylinder and setting up around the cylinder and be located the side damper of cavity.
Preferably, the box body comprises box body and two upper and lower end plates, and the fixed interface of connecting plate that supplies the steel pipe is all seted up to the surface of every end plate, every steel pipe still with corresponding cylinder between the coaxial line to the circular opening that sets up the diameter and equal to steel pipe inner wall diameter that link up about the interface center of every end plate is still all link up.
Preferably, set up the filling chamber that supplies the concrete to pour into in the cylinder, the last lower extreme of cylinder still all is coaxial to be equipped with the communicating pipe that communicates in filling the intracavity to the tip of every communicating pipe still all passes corresponding circular opening and butt joint of corresponding steel pipe tip and communicates.
Preferably, tip damper is including a plurality of shock attenuation balls, and every shock attenuation ball is fixed respectively to be set up on the cylinder between the surface of lower extreme and the internal surface of corresponding end plate, and the profile edge of lower extreme still is equipped with a bag respectively around communicating pipe a week on the cylinder, and the profile edge of every bag all fixes on cylinder and end plate to it has a plurality of rubber ball that has elasticity still all to fill up between every bag and the corresponding communicating pipe.
Preferably, side damper sets up the connecting rod between box body and cylinder side including two symmetries, the plane of symmetry of two connecting rods is the middle cross-section of cylinder, the one end of every connecting rod all articulates on the cylinder, the other end of every connecting rod still all articulates on a slider, the inner wall of box body all transversely is equipped with the strake all around, every slider all slides and sets up on corresponding strake, the middle part of every strake still all protrudes and has a connecting portion, and still all be connected with a damping spring between every connecting rod and the corresponding connecting portion, every damping spring's damping direction still all perpendicular to every damping ball's damping direction.
Preferably, the supporting device comprises a supporting block and a supporting plate, the supporting block is fixedly arranged on a connecting plate at the end part of the steel pipe, the supporting plate can be movably arranged at the bottom of the supporting block and supported on the ground, and a supporting column which is inserted into the ground and used for stabilizing the building module body of the bottom layer is vertically and downwards arranged at the center of the bottom of the supporting plate and supported on the ground.
Preferably, the top center of backup pad upwards extends has a lug, and the cross mouth that holds the lug is seted up to the bottom of supporting shoe, and the lug can move in the within range of cross mouth to all be connected with a second damping spring between the four sides of lug and the terminal of cross mouth.
Compared with the prior art, the invention has the beneficial effects that:
1. this application has realized obtaining the shock attenuation effect after a plurality of building module body splices together through node damping device and strutting arrangement's setting, through the concatenation between corner post and coupling mechanism to a plurality of building module bodies, has also made the effect that has reached easy concatenation between a plurality of building module bodies, has also guaranteed when having realized the easy concatenation of a plurality of building module bodies and has stabilized.
2. This application is through the both ends of corner post with the building module body or the corridor body of upper and lower floor fixed mode together, realized the concatenation between a plurality of building module bodies, because four bights of building module body all are equipped with the corner post, consequently, the concatenation between every two adjacent building module bodies is more firm.
3. This application has realized through the fixed steel pipe in the corner post outside further concatenation between the superstructure module body, has improved the stability between the superstructure module body, has strengthened concatenation intensity, connects once more on the basis of a plurality of building module bodies of corner post connection, compares with current a plurality of building module bodies of only splicing through the corner post, more can guarantee the steadiness of the concatenation of a plurality of building module bodies.
4. This application has realized that the concatenation between two adjacent steel pipes obtains the building effect through tip damper and side damper's in the box body setting to concatenation node between two adjacent steel pipes can not take place to damage because of seismic influence yet, compares with current rigid connection, has guaranteed the steadiness of the building module body that the concatenation is in the same place more.
5. This application has realized the intercommunication between two adjacent steel pipes through the setting of cylinder in the box body, also makes the connection between two adjacent steel pipes play the antidetonation effect, compares with prior art's connected node's rigid connection, more effectual assurance the firm concatenation between a plurality of building module bodies.
6. This application has realized the effect that shock-resistant energy-absorbing has been played in the connection to two steel pipes through the setting of shock attenuation ball and rubber ball to in the bag is paved through a large amount of rubber balls, and according to the original elasticity of rubber ball, consequently, improved the antidetonation effect between box body and the cylinder greatly, thereby stabilized the condition that connection between two steel pipes does not receive vibrations influence emergence damage.
7. This application passes through the cooperation between connecting rod and first damping spring and the slider, has realized the shock attenuation effect between box body and the cylinder, guarantees that the box body all around the vibrations power homoenergetic that receives can obtain first damping spring's antidetonation energy-absorbing's effect, has improved the steadiness of being connected between steel pipe and the steel pipe greatly.
8. This application can be movable through the backup pad on the supporting shoe setting, when having realized that the earthquake takes place, the backup pad can relieve partly shaking force for building module body rocks slightly or keeps motionless, has improved building module body's antidetonation effect greatly.
9. This application is through the cooperation between backup pad and the supporting shoe and second damping spring's shock-absorbing capacity, realized alleviating to the vibrations power of bottom building module body, it is little to guarantee that building module body rocking range has improved the stability of building module body, under the absorbing effect that has obtained box body inner end damper and side damper, further play between backup pad and the supporting shoe effect of moving away to avoid possible earthquakes, alleviateed the influence of the vibrations that building module body receives.
Drawings
FIG. 1 is a schematic perspective view of the embodiment;
FIG. 2 is a schematic partial perspective view of an embodiment;
FIG. 3 is a front view of FIG. 2;
FIG. 4 is a schematic perspective view of the splicing arrangement and the node dampening arrangement and the support arrangement;
FIG. 5 is a schematic partial perspective view of FIG. 4;
FIG. 6 is a schematic perspective view of a node damping device;
FIG. 7 is a top view of FIG. 6;
FIG. 8 isbase:Sub>A cross-sectional view taken at A-A of FIG. 7;
FIG. 9 is a front view of FIG. 6;
FIG. 10 is a cross-sectional view taken at B-B of FIG. 9;
FIG. 11 is a perspective view of the support device;
FIG. 12 is a front view of FIG. 11;
FIG. 13 is a cross-sectional view taken at C-C of FIG. 12;
fig. 14 is a sectional view taken at D-D of fig. 12.
The reference numbers in the figures are:
1-a building module body;
2-gallery body;
3-a splicing device; 3 a-corner posts; 3a 1-mounting plate; 3a 2-high strength bolt; 3 b-a connection mechanism; 3b 1-steel tube; 3b 11-connecting plate; 3b 2-a fixture;
4-node damping means; 4 a-a cartridge; 4a 1-box body; 4a 11-edge bar; 4a 12-linker; 4a 2-end plate; 4 b-a column; 4b 1-filling the cavity; 4b 2-communicating tube; 4 c-end damping mechanism; 4c 1-a shock absorbing ball; 4c 2-pouch; 4c 3-rubber ball; 4 d-a side damping mechanism; 4d 1-connecting rod; 4d 2-slide block; 4d 3-a first damping spring;
5-a support device; 5 a-a support block; 5a 1-a cross; 5 b-a support plate; 5b 1-bumps; 5b 2-a second damping spring; 5 c-support column.
Detailed Description
For further understanding of the features and technical means of the present invention, as well as the specific objects and functions attained by the present invention, the present invention will be described in further detail with reference to the accompanying drawings and detailed description.
As shown in fig. 1-5:
the utility model provides an easy many specifications building module of concatenation, including building module body 1 and corridor body 2, building module body 1 and corridor body 2 all have a plurality ofly, parallel arrangement just follows the vertical multilayer that is provided with between a plurality of building module bodies 1, every corridor body 2 still all sets up between per two adjacent building module bodies 1, and still all be equipped with the splicing apparatus 3 that is used for firm connection between the building module body 1 on every layer and the corridor body 2, splicing apparatus 3 includes along the vertical corner post 3a that sets up at every building module body 1 and corridor body 2 four bights and along the vertical coupling mechanism 3b that sets up on every corner post 3a, node between every two adjacent coupling mechanism 3b still all is equipped with a node damping device 4, and the lower extreme that every bottom lies in coupling mechanism 3b on building module body 1 and corridor body 2 still all is equipped with a strutting arrangement 5 that supports in ground.
Based on the above embodiment, when a plurality of existing building module bodies 1 are spliced together through corner posts 3a, because the splicing nodes of the corner posts 3a are insecure, under the disaster conditions such as earthquake, because the splicing node rigidity of the corner posts 3a is too high, the corner posts 3a are easily damaged, and even the condition that the stack between the building module bodies 1 collapses is caused, therefore, in order to solve the technical problem that how to keep the stability of the building module bodies 1 during splicing, when the building module bodies 1 are spliced together, a gallery body 2 is clamped between every two adjacent building module bodies 1 for people to pass through, each corner between the building module bodies 1 is spliced through the corner posts 3a, because the connecting mechanisms 3b are arranged on the corner posts 3a of each building module body 1, therefore, all adjacent connecting mechanisms 3b between the building module body 1 on the upper layer and the building module body 1 on the lower layer are connected through the node damping devices 4, so that the building modules 1 on the upper layer and the building module bodies on the lower layer can be spliced together, and the damping devices 5 which support the building module bodies on the bottom layer can be seriously collapsed together, and the building module bodies 1 can be spliced together, and the damping devices on the bottom layer can be connected together, and the building module bodies, and the bottom layer can be seriously collapsed, and the damping devices 5 can be connected together.
As shown in fig. 5:
the corner post 3a is the bending strip who agrees with building module body 1 or 2 bights of corridor body, and two tip of corner post 3a all are equipped with mounting panel 3a1, and the mounting panel 3a1 of corner post 3a through last lower extreme butts respectively at building module body 1 or the upper and lower face of corridor body 2 to it is fixed still all through a plurality of high strength bolt 3a2 between the mounting panel 3a1 of corner post 3a tip and the upper and lower face of building module body 1 or corridor body 2.
Based on the above-mentioned embodiment, in order to solve the technical problem how to splice through corner post 3a between a plurality of building module bodies 1, when splicing together between every two adjacent building module bodies 1 and corridor body 2, the both ends of corner post 3a are fixed together with building module body 1 or corridor body 2 of upper and lower floor through high strength bolt 3a2, every bight of every building module body 1 or corridor body 2 all is equipped with corner post 3a for building module body 1 or corridor body 2 is more firm with the mode concatenation of four points of location.
As shown in fig. 5:
the connecting mechanism 3b comprises a steel pipe 3b1, the upper half part and the lower half part of the steel pipe 3b1 are fixed on the corresponding corner posts 3a through fixing pieces 3b2, and connecting plates 3b11 used for being fixed on the corresponding node damping devices 4 are further arranged at the two ends of the steel pipe 3b 1.
Based on the above-mentioned embodiment, in order to solve the technical problem how further the connection together of the building module body 1 of upper and lower floor, after the building module body 1 of upper and lower floor is spliced to corner post 3a, two double-phase adjacent connection together of steel pipe 3b1 on corner post 3a is fixed to the rethread, install node damping device 4 at the connected node of every two adjacent steel pipe 3b1, after steel pipe 3b1 and node damping device 4 installed, pour into the concrete in steel pipe 3b1 again, make the connection of steel pipe 3b1 more firm.
As shown in fig. 5-8:
Based on above-mentioned embodiment, in order to solve the technical problem how to avoid the insufficient rigidity to damage the concatenation node between every two adjacent steel pipe 3b1 concatenation nodes, the tip of two adjacent steel pipe 3b1 passes through connecting plate 3b11 to be fixed on box body 4a, under the condition of taking place the earthquake, building module body 1 can take place to rock, the fine concatenation node between two adjacent steel pipe 3b1 of having protected of tip damper 4c and side building mechanism in the box body 4a, make the condition that can not take place to break away from between two adjacent steel pipe 3b1, building module body 1 can not take place to collapse yet.
As shown in fig. 6 and 7:
the box body 4a comprises box body 4a1 and two upper and lower end plates 4a2, and the fixed interface of connecting plate 3b11 that supplies steel pipe 3b1 is all seted up to every end plate 4a 2's surface, and every steel pipe 3b1 still and corresponding cylinder 4b between the coaxial line to the circular opening that diameter equals steel pipe 3b1 inner wall diameter is seted up that the interface center of every end plate 4a2 still all link up from top to bottom to the interface center.
Based on the above embodiment, when the steel pipe 3b1 is butted on the box body 4a, the end portion of the steel pipe 3b1 is fixed on the end portion through the connecting plate 3b11 and the butt joint, and the circular through hole is formed in the end portion, so after concrete is poured into the steel pipe 3b1, the concrete can flow into the steel pipe 3b1 of the building module body 1 on the lowest layer along the steel pipe 3b1 on the upper building module body 1, and the steel pipe 3b1 are spliced until all the steel pipes 3b1 are filled with the concrete.
As shown in fig. 8:
fill chamber 4b1 that supplies the concrete to pour into is seted up in the cylinder 4b, and the upper and lower end of cylinder 4b still all is coaxial to be equipped with the communicating pipe 4b2 that communicates in filling chamber 4b1 to the tip of every communicating pipe 4b2 still all passes corresponding circular opening and the butt joint of corresponding steel pipe 3b1 tip and communicates.
Based on the above embodiment, in order to solve the technical problems of how to communicate between the steel pipes 3b1 and how to receive the damping effect of the end building mechanism and the side damping mechanism 4d, the steel pipes 3b1 and 3b1 are communicated through the cylinders 4b, after concrete is poured in, the concrete enters the next steel pipe 3b1 from the previous steel pipe 3b1 through the filling cavity 4b1 of the cylinder 4b, under the condition of an earthquake, the steel pipe 3b1 is more stable after being poured in the concrete, the cylinder 4b is positioned in the box body 4a and is connected with the end damping mechanism 4c and the side damping mechanism 4d, and the cylinder 4b achieves the omnibearing anti-seismic effect through the end damping mechanism 4c and the side damping mechanism 4d.
As shown in fig. 8:
the end part damping mechanism 4c comprises a plurality of damping balls 4c1, each damping ball 4c1 is respectively and fixedly arranged between the outer surface of the upper end and the lower end of the column body 4b and the inner surface of the corresponding end plate 4a2, the contour edges of the upper end and the lower end of the column body 4b are respectively provided with a bag 4c2 surrounding the communication pipe 4b2, the contour edges of each bag 4c2 are respectively fixed on the column body 4b and the end plate 4a2, and a plurality of rubber balls 4c3 with elastic force are filled between each bag 4c2 and the corresponding communication pipe 4b 2.
Based on the above embodiment, in order to solve the technical problem how to realize the shock absorption effect of the end shock absorption mechanism 4c, when an earthquake occurs, the shock absorption balls 4c1 at the upper and lower ends of the cylinder 4b counteract the vibration force which occurs from top to bottom, because the shock absorption balls 4c1 absorb the vibration force for many times, the shock absorption effect is poor, therefore, a large amount of rubber balls 4c3 are wrapped by the arranged bag 4c2, the shock absorption effect is further achieved, because the rubber balls 4c3 have elasticity and the bag 4c2 is filled with the rubber balls 4c3, therefore, when the earthquake intensity is too high and the shock absorption effect is poor, the shock absorption effect can be continuously achieved by the large amount of shock absorption balls 4c3.
As shown in fig. 9 and 10:
the side damping mechanism 4d comprises two connecting rods 4d1 symmetrically arranged between the box body 4a1 and the side of the cylinder 4b, the symmetrical plane of the two connecting rods 4d1 is the middle section of the cylinder 4b, one end of each connecting rod 4d1 is hinged to the cylinder 4b, the other end of each connecting rod 4d1 is hinged to one sliding block 4d2, the inner wall of the box body 4a1 is transversely provided with an edge strip 4a11, each sliding block 4d2 is arranged on the corresponding edge strip 4a11 in a sliding mode, the middle of each edge strip 4a11 is further protruded with one connecting part 4a12, a first damping spring 4d3 is connected between each connecting rod 4d1 and the corresponding connecting part 4a12, and the damping direction of each first damping spring 4d3 is perpendicular to the damping direction of each damping ball 4c 1.
Based on above-mentioned embodiment, in order to solve the technical problem how the cylinder 4b side plays antidetonation effect, when box body 4a receives the vibrations, in order to make box body 4a receive comprehensive shock attenuation effect, therefore, tip damper 4c is when reaching antidetonation energy-absorbing effect, side damper 4d also need guarantee box body 4a and reach the shock attenuation effect all around, when box body 4a shakes, connecting rod 4d1 is perpendicular to shock attenuation ball 4c 1's shock attenuation direction activity under first damping spring 4d 3's effect, first damping spring 4d3 makes and has obtained buffer performance between box body 4a and the cylinder 4b, can fully absorb the vibrations that box body 4a receives all around.
As shown in fig. 11 and 12:
the supporting device 5 comprises a supporting block 5a and a supporting plate 5b, the supporting block 5a is fixedly arranged on a connecting plate 3b11 at the end part of the steel pipe 3b1, the supporting plate 5b can be movably arranged at the bottom of the supporting block 5a, the supporting plate 5b is supported on the ground, and a supporting column 5c inserted into the ground and used for stabilizing the building module body 1 at the bottom layer is vertically and downwards arranged at the center of the bottom of the supporting plate 5b and supported on the ground.
Based on the above embodiment, in order to solve the technical problem of how to stably support the lowest-layer building module body 1 on the ground, when the lowest-layer building module body 1 is supported on the ground, the support plate 5b is supported on the ground, the support columns 5c on the support plate 5b are inserted into the soil, because the four corners of the building module body 1 are all provided with the support devices 5, the building module body 1 is more stably supported on the ground after being positioned at four points, when an earthquake occurs, because the support plate 5b can move on the support block 5a, therefore, along with the vibration of the ground, the support plate 5b moves on the support block 5a, the building module body 1 on the support block 5a is kept still or slightly shakes due to the gravity, so that the building module body 1 is kept more stably.
As shown in fig. 13 and 14:
the top center of the supporting plate 5b extends upwards to form a lug 5b1, the bottom of the supporting block 5a is provided with a cross opening 5a1 for accommodating the lug 5b1, the lug 5b1 can move within the range of the cross opening 5a1, and a second damping spring 5b2 is connected between the four sides of the lug 5b1 and the terminal of the cross opening 5a 1.
Based on the above embodiment, in order to solve the technical problem of how the supporting plate 5b moves on the supporting block 5a and can buffer the vibration force, when the supporting plate 5b slides on the supporting block 5a due to the ground vibration, the protrusion 5b1 on the supporting plate 5b moves in the cross-shaped opening 5a1, and the protrusion 5b1 is connected with the second damping spring 5b2 through the periphery, so that the vibration force transmitted upwards is relieved by the movement of the supporting plate 5b under the action of the second damping spring 5b2, and the bottommost building module body 1 is not affected by the vibration or only slightly shakes.
This application has realized obtaining the shock attenuation effect after a plurality of building module bodies 1 splice together through node damping device 4 and strutting arrangement 5's setting, through the concatenation between corner post 3a and coupling mechanism 3b to a plurality of building module bodies 1, has also made the effect that has reached easy concatenation between a plurality of building module bodies 1, has also guaranteed when having realized the easy concatenation of a plurality of building module bodies 1 and has stablized.
The above examples, which are intended to represent only one or more embodiments of the present invention, are described in greater detail and with greater particularity, and are not to be construed as limiting the scope of the invention. It should be noted that various changes and modifications can be made by those skilled in the art without departing from the spirit of the invention, and these changes and modifications are all within the scope of the invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (6)
1. A multi-specification building module easy to splice comprises building module bodies (1) and gallery bodies (2), wherein the building module bodies (1) and the gallery bodies (2) are provided with a plurality of layers, the multiple building module bodies (1) are arranged in parallel and vertically arranged, each gallery body (2) is also arranged between every two adjacent building module bodies (1), and a splicing device (3) used for firm connection is also arranged between the building module bodies (1) and the gallery bodies (2) on each layer, the multi-specification building module easy to splice is characterized in that the splicing device (3) comprises corner posts (3 a) vertically arranged at four corners of each building module body (1) and the gallery body (2) and a connecting mechanism (3 b) vertically arranged on each corner post (3 a), a node damping device (4) is also arranged at a node between every two adjacent connecting mechanisms (3 b), and a ground supporting device (5) is also arranged at the lower end of each connecting mechanism (3 b) positioned on the bottom building module body (1) and the gallery body (2);
the node damping device (4) comprises a box body (4 a) and a cylinder (4 b) arranged in the box body (4 a), a cavity is reserved between the interior of the box body (4 a) and the cylinder (4 b), the node damping device (4) further comprises end damping mechanisms (4 c) arranged at the upper end and the lower end of the cylinder (4 b) and located in the cavity, and side damping mechanisms (4 d) arranged on the periphery of the cylinder (4 b) and located in the cavity;
the end part shock absorption mechanism (4 c) comprises a plurality of shock absorption balls (4 c 1), each shock absorption ball (4 c 1) is fixedly arranged between the outer surface of the upper end and the lower end of the column body (4 b) and the inner surface of the corresponding end plate (4 a 2), the outline edges of the upper end and the lower end of the column body (4 b) surround the communication pipe (4 b 2) for one circle and are respectively provided with a bag (4 c 2), the outline edge of each bag (4 c 2) is fixed on the column body (4 b) and the end plate (4 a 2), and a plurality of elastic rubber balls (4 c 3) are filled between each bag (4 c 2) and the corresponding communication pipe (4 b 2);
the side damping mechanism (4 d) comprises two connecting rods (4 d 1) symmetrically arranged between the box body (4 a 1) and the side of the cylinder (4 b), the symmetrical surfaces of the two connecting rods (4 d 1) are the middle cross sections of the cylinder (4 b), one end of each connecting rod (4 d 1) is hinged to the cylinder (4 b), the other end of each connecting rod (4 d 1) is hinged to one sliding block (4 d 2), edge strips (4 a 11) are transversely arranged on the periphery of the inner wall of the box body (4 a 1), each sliding block (4 d 2) is arranged on the corresponding edge strip (4 a 11) in a sliding mode, a connecting part (4 a 12) protrudes from the middle part of each edge strip (4 a 11), a first damping spring (4 d 3) is connected between each connecting rod (4 d 1) and the corresponding connecting part (4 a 12), and the damping direction of each first damping spring (4 d 3) is perpendicular to the damping direction of each damping ball (4 c 1);
strutting arrangement (5) is including supporting shoe (5 a) and backup pad (5 b), supporting shoe (5 a) are fixed to be set up on connecting plate (3 b 11) of steel pipe (3 b 1) tip, backup pad (5 b) can the activity set up bottom and backup pad (5 b) support in subaerial supporting shoe (5 a), and the bottom center of backup pad (5 b) still vertical downward be equipped with one insert locate in the ground be used for firm bottom building module body (1) support in subaerial support column (5 c).
2. The easy-to-splice multi-specification building module as claimed in claim 1, wherein the corner posts (3 a) are in the shape of bent bars fitted to the corners of the building module body (1) or the gallery body (2), mounting plates (3 a 1) are provided at both ends of the corner posts (3 a), the corner posts (3 a) respectively abut against the upper and lower surfaces of the building module body (1) or the gallery body (2) through the upper and lower mounting plates (3 a 1), and the mounting plates (3 a 1) at the ends of the corner posts (3 a) and the upper and lower surfaces of the building module body (1) or the gallery body (2) are fixed together by a plurality of high-strength bolts (3 a 2).
3. An easily spliced multi-specification building module according to claim 1, wherein the connecting mechanism (3 b) comprises a steel pipe (3 b 1), the upper half part and the lower half part of the steel pipe (3 b 1) are fixed on the corresponding corner posts (3 a) through fixing pieces (3 b 2), and connecting plates (3 b 11) for fixing on the corresponding node damping devices (4) are arranged at the two ends of the steel pipe (3 b 1).
4. The multi-specification building module easy to splice according to claim 3, wherein the box body (4 a) is composed of a box body (4 a 1) and an upper end plate and a lower end plate (4 a 2), the outer surface of each end plate (4 a 2) is provided with a butt joint for fixing a connecting plate (3 b 11) of the steel pipe (3 b 1), each steel pipe (3 b 1) is coaxial with the corresponding column body (4 b), and the center of the butt joint of each end plate (4 a 2) is provided with a circular through hole which penetrates up and down and has a diameter equal to that of the inner wall of the steel pipe (3 b 1).
5. The multi-specification building module easy to splice according to claim 3, wherein a filling cavity (4 b 1) for filling concrete is formed in the column body (4 b), the upper end and the lower end of the column body (4 b) are coaxially provided with communicating pipes (4 b 2) communicated with the filling cavity (4 b 1), and the end of each communicating pipe (4 b 2) is butted and communicated with the end of the corresponding steel pipe (3 b 1) through the corresponding circular through hole.
6. An easy-to-splice multi-specification building module according to claim 1, wherein a bump (5 b 1) extends upwards from the top center of the support plate (5 b), a cross-shaped opening (5 a 1) for accommodating the bump (5 b 1) is formed in the bottom of the support block (5 a), the bump (5 b 1) can move within the range of the cross-shaped opening (5 a 1), and a second damping spring (5 b 2) is connected between the four sides of the bump (5 b 1) and the terminal of the cross-shaped opening (5 a 1).
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| CN202210037357.1A CN114562034B (en) | 2022-01-13 | 2022-01-13 | Multi-specification building module easy to splice |
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| US20100058675A1 (en) * | 2008-09-10 | 2010-03-11 | Conxtech, Inc. | Building-insert module and associated methodology |
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| CN106703191B (en) * | 2017-01-17 | 2018-11-02 | 北京工业大学 | A kind of modular assembly formula steel house system |
| CN111255057A (en) * | 2020-03-06 | 2020-06-09 | 广东新会中集特种运输设备有限公司 | Modular construction and installation process |
| CN112854466A (en) * | 2021-02-02 | 2021-05-28 | 广东中集建筑制造有限公司 | Modular building |
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