CN116716981A - Assembled earthquake-resistant building of quick construction - Google Patents
Assembled earthquake-resistant building of quick construction Download PDFInfo
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- CN116716981A CN116716981A CN202310777474.6A CN202310777474A CN116716981A CN 116716981 A CN116716981 A CN 116716981A CN 202310777474 A CN202310777474 A CN 202310777474A CN 116716981 A CN116716981 A CN 116716981A
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- 238000010276 construction Methods 0.000 title claims description 5
- 230000007246 mechanism Effects 0.000 claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims description 35
- 238000007569 slipcasting Methods 0.000 claims description 21
- 238000009434 installation Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 description 21
- 238000001125 extrusion Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000010009 beating Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000009776 industrial production Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
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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
- E04B1/66—Sealings
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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
Abstract
The invention discloses an assembled earthquake-resistant building capable of being quickly built, and belongs to the technical field of assembled buildings. The prefabricated wall plate comprises a plurality of prefabricated wall plates and prefabricated floor plates which are fixedly spliced, wherein a plurality of splicing holes and a plurality of splicing mechanisms matched with the splicing holes are respectively formed in two ends of the prefabricated wall plates in the height direction, a plurality of first through holes matched with the splicing mechanisms are formed in splicing parts of the prefabricated wall plates, and the splicing mechanisms arranged on the end parts of the prefabricated wall plates below the prefabricated floor plates penetrate through the first through holes and are positioned in the splicing through holes of the end parts of the prefabricated wall plates above the prefabricated floor plates; the splicing mechanism comprises splicing reinforcing bars embedded in the prefabricated wallboard, a first limiting block fixedly connected with the splicing reinforcing bars is arranged at the lower part of the splicing reinforcing bars, and a plurality of energy-consuming springs and first energy-consuming rubber pads are arranged above the first limiting block at intervals. The technical scheme is used for improving the anti-seismic performance between the prefabricated floor slab and the prefabricated wallboard in the fabricated building.
Description
Technical Field
The invention belongs to the technical field of assembled buildings, and particularly relates to an assembled earthquake-resistant building which is quickly built.
Background
The prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like, and is representative of a modern industrial production mode because standardized design, industrial production, assembly construction, informatization management and intelligent application are adopted. The components such as prefabricated wall boards, prefabricated floor boards and the like are involved.
In the prior art, as shown in a prefabricated wallboard, floor slab and connection structure thereof of patent number CN202111552320.4, connection and assembly relationship between the prefabricated wallboard and the prefabricated floor slab are disclosed, so that the assembly of the wallboard and the floor slab in the prefabricated building is more convenient and simple, but in the scheme, the prefabricated wallboard and the prefabricated floor slab are directly assembled and spliced and then fixed, in such a way, the assembled wallboard and the assembled floor slab do not have the function of energy consumption when receiving earthquake capacity, and the earthquake resistance between the wallboard and the floor slab of the prefabricated building is poor.
Disclosure of Invention
Accordingly, the present invention is directed to a rapid-built prefabricated earthquake-resistant structure for improving earthquake-resistant performance between prefabricated floors and prefabricated wall panels in the prefabricated structure.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the invention relates to an assembled anti-seismic building which is quickly built, comprising a plurality of prefabricated wallboards and prefabricated floor boards which are fixedly spliced, wherein a plurality of splicing holes and a plurality of splicing mechanisms matched with the splicing holes are respectively arranged at two ends of the prefabricated wallboards in the height direction;
the splicing mechanism comprises splicing reinforcing bars embedded in the prefabricated wallboard, a first limiting block fixedly connected with the splicing reinforcing bars is arranged at the lower part of the splicing reinforcing bars, a plurality of energy-consuming springs and first energy-consuming rubber pads are arranged above the first limiting block at intervals, the energy-consuming springs and the first energy-consuming rubber pads are slidably connected onto the splicing reinforcing bars, a second limiting block is arranged at the upper end of the splicing reinforcing bars, and the energy-consuming springs and the first energy-consuming rubber pads are located between the first limiting block and the second limiting block.
The working principle of the technical scheme is as follows:
when the earthquake happens, transverse moment and vertical moment can be received between the precast floor slab and the precast wallboard, dislocation or separation between the precast floor slab and the precast wallboard can be caused, due to the existence of the plugging mechanism, when the precast floor slab and the precast wallboard are subjected to the transverse moment, the plugging mechanism can compress the first energy-consuming rubber pad, the energy-consuming rubber pad can consume earthquake energy in the deformation process, the stability and the earthquake-resistant effect of the precast floor slab and the precast wallboard can be improved, when the precast floor slab and the precast floor slab are subjected to the vertical moment, the precast floor slab can drive the first energy-consuming rubber pad to move up and down due to the existence of friction force, so that the spring between the first energy-consuming rubber pad can be extruded, the energy-consuming effect can be realized, and the earthquake-resistant effect of the precast floor slab and the precast wallboard can be improved.
Further, one end confined ring sleeve has been cup jointed in the outside of first power consumption rubber pad, ring sleeve's blind end medial surface middle part is equipped with the tight sleeve pipe that supports tightly on first power consumption rubber pad, ring sleeve fills fixedly through slip casting with spliced eye and first through-hole, and its beneficial lies in, ring sleeve's setting has promoted the connection stability between grafting mechanism and prefabricated floor and the prefabricated wallboard, has promoted the extrusion effect when removing simultaneously, supports tight sheathed tube setting, when making prefabricated wallboard downwardly moving or beating, can directly extrude first power consumption rubber pad, and then has promoted the power consumption effect.
Further, traction ropes which are in sliding connection with the annular sleeve are symmetrically arranged on the edge of the closed end of the annular sleeve, one end of each traction rope is located on the outer side of the closed end of the annular sleeve, the other end of each traction rope penetrates through a plurality of first energy dissipation rubber pads, and limiting balls are arranged at two ends of each traction rope.
The utility model has the advantages that the ring sleeve and the inserted steel bar form a whole body by the arrangement of the traction rope, namely, the up-and-down movement of the ring sleeve can drive the traction rope to move, namely, the traction rope can directly drive the first energy dissipation rubber block at the lowest end to slide, the energy dissipation spring is gradually extruded upwards, so that energy dissipation is realized, and the annular sleeve is arranged to be propped against the sleeve to move downwards, so that the energy dissipation spring is gradually extruded downwards from the uppermost end to perform the energy dissipation function.
Further, the other end of haulage rope still passes first stopper, the haulage rope is located the lower surface department of the first power consumption rubber pad of below and is equipped with spacing ball, the haulage rope passes and is equipped with the installation interval between one end and the first stopper of first stopper, and its beneficial lies in that, the length of installation interval can be adjusted, is not influencing the removal power consumption effect of haulage rope promptly, carries out spacingly to the displacement of haulage rope upward movement, avoids the too big problem that leads to the fact the breaking away from of displacement, has further promoted the stability and the security of this assembly building promptly.
Further, all be equipped with the slip casting hole on prefabricated wallboard and the prefabricated floor, the slip casting hole respectively with spliced eye and first through-hole intercommunication, adjacent setting all be equipped with the slip casting runner between spliced eye and the first through-hole, its beneficial lies in, from slip casting hole injection slip casting concrete, can realize the slip casting operation at each position through slip casting runner.
Further, all be equipped with the second energy dissipation rubber pad between prefabricated wallboard and the prefabricated wallboard's the contact surface, be equipped with on the second energy dissipation rubber pad with the second through-hole of first through-hole matching, its beneficial lies in that, the rigid contact between prefabricated wallboard and the prefabricated wallboard can be avoided to the second energy dissipation rubber pad, can also play the energy dissipation cushioning effect to vertical moment simultaneously.
Further, all be equipped with the slope on the edge that prefabricated floor and prefabricated wallboard contacted with the second power consumption rubber pad, the slope extrusion acts on the edge of second power consumption rubber pad, and its beneficial lies in, need carry out the shutoff to the contact surface of prefabricated floor and prefabricated wall when the slip casting, avoid leaking thick liquid (known in the prior art), but in this technical scheme, the edge of slope extrusion second power consumption rubber pad can inwards extrude the compression with the edge of second shock attenuation power consumption rubber to make it and ring sleeve in close contact, can seal the clearance between ring sleeve and the second through hole, and then can realize direct slip casting operation, and need not subsequent shutoff operation, has promoted assembly rate and slip casting effect.
Further, be equipped with gyro wheel mechanism and spout on the side of adjacent prefabricated floor junction respectively, its beneficial lies in, when hoist and mount assembly, only need with the position alignment of gyro wheel and spout, can realize the location between annular sleeve, spliced eye and the through-hole, and need not when hoist and mount, whether observe the grafting part through the mode of putting into the mirror between the contact surface and align, further promoted assembly effect and speed.
The technical effects obtained by the technical scheme are as follows:
(1) The arrangement of the plugging mechanism ensures that the assembly shock absorption has the shock absorption and energy consumption effects; (2) The slope surface, the wheel changing mechanism and the sliding groove are arranged, so that the assembly and grouting efficiency is improved, and the rapid assembly of each part of the building can be realized.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objects and other advantages of the invention may be realized and obtained by means of the instrumentalities and combinations particularly pointed out in the specification.
Drawings
In order to make the objects, technical solutions and advantageous effects of the present invention more clear, the present invention provides the following drawings for description:
FIG. 1 is a schematic view of an assembly explosion between a prefabricated wall panel and a prefabricated floor panel according to the present invention;
FIG. 2 is a schematic illustration of the prefabricated wall panel and prefabricated floor panel of the present invention assembled;
FIG. 3 is a schematic cross-sectional view of the prefabricated wall panel and prefabricated floor panel of the present invention after assembly;
FIG. 4 is a schematic perspective view of a prefabricated wall panel of the present invention with an insertion structure;
FIG. 5 is a schematic plan view of a prefabricated wall panel of the present invention with an attachment mechanism;
FIG. 6 is a schematic cross-sectional view of a precast floor slab of the present invention with grouting holes and grouting channels;
FIG. 7 is an enlarged partial schematic view of FIG. 2A;
FIG. 8 is an enlarged partial schematic view of the present invention at C in FIG. 3;
FIG. 9 is an enlarged partial schematic view at B in FIG. 5;
fig. 10 is a partially enlarged schematic view of fig. 6 at D.
The figures are marked as follows:
prefabricated wallboard 1, prefabricated floor 2, spliced eye 3, grafting mechanism 4, grafting reinforcing bar 41, first stopper 42, annular sleeve 43, first power consumption rubber piece 44, power consumption spring 45, haulage rope 46, spacing ball 47, support tight sleeve 48, second stopper 49, first through-hole 5, first power consumption rubber pad 6, slope face 7, grouting hole 8, grouting runner 9, slip casting concrete 10.
Detailed Description
As shown in fig. 1 to 10, the other parts of the fabricated building are the prior art, and are not described in detail herein, in the technical scheme, the anti-seismic connection relationship between the prefabricated wall panel 1 and the prefabricated floor slab 2 in the fabricated building is mainly emphasized, and the prefabricated wall panel 1 and the prefabricated floor slab 2 are processed in a factory and then transported to a construction site for hoisting and assembly.
Specifically, the technical scheme comprises a plurality of prefabricated wallboards 1 and prefabricated floor boards 2 which are fixedly spliced, wherein a plurality of splicing holes 3 and a plurality of splicing mechanisms 4 matched with the splicing holes 3 are respectively arranged at two ends of the prefabricated wallboards 1 in the height direction, a plurality of first through holes 5 matched with the splicing mechanisms 4 are arranged at splicing positions of the prefabricated floor boards 1, and the splicing mechanisms 4 arranged at the end parts of the prefabricated wallboards 1 below the prefabricated floor boards 2 penetrate through the first through holes 5 and are positioned in the splicing through holes at the end parts of the prefabricated wallboards 1 above the prefabricated floor boards 2;
the grafting mechanism 4 includes pre-buried in the inside grafting reinforcing bar 41 of prefabricated wallboard 1, the lower part of grafting reinforcing bar 41 is equipped with the first stopper 42 of fixed connection with it, the top of first stopper 42 is equipped with energy dissipation spring 45 and the first energy dissipation rubber pad 6 that a plurality of intervals set up, energy dissipation spring 45 and first energy dissipation rubber pad 6 sliding connection are on grafting reinforcing bar 41, the upper end of grafting reinforcing bar 41 is equipped with second stopper 49, energy dissipation spring 45 and first energy dissipation rubber pad 6 all are located between first stopper 42 and the second stopper 49, it is to be said that first stopper 42 and second stopper 49 are fixed in on grafting reinforcing bar 41 through the welded mode, the shape of first energy dissipation rubber pad 6 is cylindrical simultaneously, the material of first stopper 42 and second stopper 49 can be iron, and its diameter is less than first energy dissipation rubber piece 44, avoid the extrusion interference.
In the prior art, when the prefabricated wall panels 1 are assembled and connected, a splicing bar 41 is usually provided at one end, and grouting is performed after the splicing bar 41 is inserted into the splicing hole 3.
The working principle of the technical scheme is as follows:
when the earthquake happens, transverse moment and vertical moment can be received between the precast floor slab 2 and the precast wallboard 1, dislocation or separation between the precast floor slab 2 and the precast wallboard 1 can be caused, due to the existence of the plugging mechanism 4, when the precast floor slab 2 and the precast wallboard 1 are subjected to the transverse moment, the first energy-consuming rubber pad 6 can be compressed, the energy-consuming rubber pad can consume earthquake energy in the deformation process, the stability and the earthquake-resistant effect of the precast floor slab 2 and the precast wallboard 1 can be improved, when the precast floor slab 1 and the precast floor slab 2 jump up and down or move when receiving the vertical moment, the first energy-consuming rubber pad 6 can be driven to move up and down due to the existence of friction force, so that the spring between the first energy-consuming rubber pad 6 can be extruded, the energy-consuming effect can be realized, and the earthquake-resistant effect of the precast floor slab 2 and the precast wallboard 1 can be improved.
One end confined annular sleeve 43 has been cup jointed in the outside of first power consumption rubber pad 6, annular sleeve 43 blind end's medial surface middle part is equipped with to support tightly support tight sleeve 48 on first power consumption rubber pad 6, annular sleeve 43 fills fixedly through the slip casting with spliced eye 3 and first through-hole 5, annular sleeve 43's setting has promoted the connection stability between grafting mechanism 4 and prefabricated floor 2 and prefabricated wallboard 1, extrusion effect when having promoted the removal simultaneously, support tight sleeve 48's setting, when making prefabricated wallboard 1 downwardly moving or beating, can directly extrude first power consumption rubber pad 6, and then promoted the power consumption effect.
Traction ropes 46 which are in sliding connection with the annular sleeve 43 are symmetrically arranged on the edge of the closed end of the annular sleeve 43, one end of each traction rope 46 is located on the outer side of the closed end of the annular sleeve 43, the other end of each traction rope 46 penetrates through a plurality of first energy dissipation rubber pads 6, limiting balls 47 are arranged on two ends of each traction rope 46, each traction rope 46 can be a steel wire rope, each limiting ball 47 can be a steel ball or the like, and the steel balls are fixed on the corresponding traction ropes 46 through clips or other modes.
The annular sleeve 43 and the inserted steel bar 41 are integrated through the traction rope 46, namely, the traction rope 46 can be driven to move through the up-and-down movement of the annular sleeve 43, namely, the traction rope 46 can directly drive the first energy dissipation rubber block 44 at the lowest end to slide, the energy dissipation springs 45 are gradually extruded upwards, energy dissipation is achieved, and the annular sleeve 43 is arranged to be abutted against the sleeve 48 to move downwards, namely, the energy dissipation springs 45 are gradually extruded downwards from the uppermost end to perform energy dissipation.
The other end of haulage rope 46 still passes first stopper 42, and haulage rope 46 is located the lower surface department of first power consumption rubber pad 6 of below and is equipped with spacing ball 47, and haulage rope 46 passes and is equipped with the installation interval between one end of first stopper 42 and the first stopper 42, and the length of installation interval can be adjusted, is not influencing the removal power consumption effect of haulage rope 46 promptly, carries out spacingly to the displacement of haulage rope 46 upward movement, avoids the too big problem that leads to the fact the separation of displacement, has further promoted the stability and the security of this assembly building promptly.
All be equipped with grouting hole 8 on prefabricated wallboard 1 and the prefabricated floor 2, grouting hole 8 respectively with spliced eye 3 and first through-hole 5 intercommunication, all be equipped with grouting runner 9 between spliced eye 3 and the first through-hole 5 that the adjacent set up, inject into grouting concrete 10 from grouting hole 8, can realize the slip casting operation at each position through grouting runner 9, of course, the description in this technical scheme is disposable slip casting completion, also can carry out regional slip casting with among the prior art the same, further assurance slip casting effect, grouting hole 8 should include feed port and discharge gate in this concrete embodiment, do not make too much in this text.
The second energy dissipation rubber pads are arranged between the contact surfaces of the prefabricated wall boards 1 and the prefabricated floor boards 2, the second energy dissipation rubber pads are provided with second through holes matched with the first through holes 5, the second energy dissipation rubber pads can avoid rigid contact between the prefabricated floor boards 2 and the prefabricated wall boards 1, and meanwhile, the energy dissipation buffering effect on vertical moment can be achieved.
The edge that precast floor slab 2 and precast wallboard 1 contacted with the second power consumption rubber pad all is equipped with slope 7, slope 7 extrusion acts on the edge of second power consumption rubber pad, need carry out the shutoff to the contact surface of precast floor slab 2 and prefabricated wall when the slip casting (known in the prior art), avoid leaking thick liquid, but in this technical scheme, slope 7 extrusion second power consumption rubber pad's edge can inwards extrude the compression with the edge of second shock attenuation power consumption rubber to make it and ring sleeve 43 in close contact, can seal the clearance between ring sleeve 43 and the second through hole, and then can realize direct slip casting operation, and need not subsequent shutoff operation, assembly rate and slip casting effect have been promoted.
The roller mechanism and the chute are respectively arranged on the side surfaces of the joints of the adjacent prefabricated floors 2, when the assembly is carried out, the positioning between the annular sleeve 43, the plug hole 3 and the first through hole can be realized only by aligning the positions of the roller and the chute, and when the assembly is carried out, whether the plug part is aligned or not is observed in a mode of putting a mirror between contact surfaces is not needed, the assembly effect and the assembly speed are further improved, and the roller mechanism is not shown in the figure.
It should be further noted that, the plugging mechanism 4 in the present technical solution may be prefabricated and assembled on a wallboard in a factory, the prefabrication manner is simple, and the specific prefabrication step may be that the first limiting block 42 is welded on the plugging reinforcement 41 first, then the energy dissipation spring 45 and the first energy dissipation rubber pad 6 are sleeved on the first plugging reinforcement 41, then the second limiting block 49 is welded at the end of the plugging reinforcement 41, then the traction rope 46 is assembled on the annular sleeve 43, then the traction rope 46 passes through the first energy dissipation rubber pad 6 and the first limiting block 42, then the limiting ball 47 is clamped and fixed in a suitable position, and finally the length of the traction rope 46 is properly adjusted.
Finally, it is noted that the above-mentioned preferred embodiments are only intended to illustrate rather than limit the invention, and that, although the invention has been described in detail by means of the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the scope of the invention as defined by the appended claims.
Claims (8)
1. The utility model provides an assembled anti-seismic building of quick construction, includes a plurality of fixed prefabricated wallboards of concatenation and prefabricated floor, its characterized in that: the two ends of the prefabricated wallboard in the height direction are respectively provided with a plurality of inserting holes and a plurality of inserting mechanisms matched with the inserting holes, the splicing part of the prefabricated wallboard is provided with a plurality of first through holes matched with the inserting mechanisms, and the inserting mechanisms arranged on the end parts of the prefabricated wallboard below the prefabricated floor penetrate through the first through holes and are positioned in the inserting through holes on the end parts of the prefabricated wallboard above the prefabricated floor;
the splicing mechanism comprises splicing reinforcing bars embedded in the prefabricated wallboard, a first limiting block fixedly connected with the splicing reinforcing bars is arranged at the lower part of the splicing reinforcing bars, a plurality of energy-consuming springs and first energy-consuming rubber pads are arranged above the first limiting block at intervals, the energy-consuming springs and the first energy-consuming rubber pads are slidably connected onto the splicing reinforcing bars, a second limiting block is arranged at the upper end of the splicing reinforcing bars, and the energy-consuming springs and the first energy-consuming rubber pads are located between the first limiting block and the second limiting block.
2. A quickly constructed fabricated earthquake-resistant building according to claim 1, wherein: the outside of first power consumption rubber pad has cup jointed one end confined ring sleeve, ring sleeve blind end's medial surface middle part is equipped with the tight sleeve pipe that supports tightly on first power consumption rubber pad, ring sleeve is filled fixedly through the slip casting with spliced eye and first through-hole.
3. A quickly constructed fabricated earthquake-resistant building according to claim 2, wherein: the annular sleeve is characterized in that traction ropes which are connected with the annular sleeve in a sliding mode are symmetrically arranged on the edge of the closed end of the annular sleeve, one end of each traction rope is located on the outer side of the closed end of the annular sleeve, the other end of each traction rope penetrates through a plurality of first energy dissipation rubber pads, and limiting balls are arranged at two ends of each traction rope.
4. A quickly built fabricated earthquake-resistant building according to claim 3, wherein: the other end of the traction rope also passes through a first limiting block, a limiting ball is arranged at the lower surface of the traction rope, which is positioned at the lowest part, of the first energy dissipation rubber pad, and an installation interval is arranged between one end of the traction rope, which passes through the first limiting block, and the first limiting block.
5. A quickly constructed fabricated earthquake-resistant building according to claim 2, wherein: grouting holes are formed in the prefabricated wall boards and the prefabricated floor boards, the grouting holes are respectively communicated with the plug holes and the first through holes, and grouting flow passages are formed between the plug holes and the first through holes, and the grouting flow passages are arranged between the plug holes and the first through holes.
6. A quickly constructed fabricated earthquake-resistant building according to claim 1, wherein: and a second energy dissipation rubber pad is arranged between the contact surfaces of the prefabricated wall boards and the prefabricated floor boards, and a second through hole matched with the first through hole is formed in the second energy dissipation rubber pad.
7. A quick build fabricated earthquake-resistant building as set forth in claim 4 wherein: and the edges of the prefabricated floor slab and the prefabricated wallboard, which are in contact with the second energy-consuming rubber pad, are respectively provided with a slope surface, and the slope surfaces are extruded and acted on the edges of the second energy-consuming rubber pad.
8. A quickly constructed fabricated earthquake-resistant building according to claim 1, wherein: and roller mechanisms and sliding grooves are respectively arranged on the side surfaces of the connecting parts of the adjacent prefabricated floor slabs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310777474.6A CN116716981A (en) | 2023-06-29 | 2023-06-29 | Assembled earthquake-resistant building of quick construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310777474.6A CN116716981A (en) | 2023-06-29 | 2023-06-29 | Assembled earthquake-resistant building of quick construction |
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| Publication Number | Publication Date |
|---|---|
| CN116716981A true CN116716981A (en) | 2023-09-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310777474.6A Pending CN116716981A (en) | 2023-06-29 | 2023-06-29 | Assembled earthquake-resistant building of quick construction |
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| CN (1) | CN116716981A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117536389A (en) * | 2024-01-10 | 2024-02-09 | 旭密林绿色建筑科技有限公司 | Assembled building integrated device |
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2023
- 2023-06-29 CN CN202310777474.6A patent/CN116716981A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117536389A (en) * | 2024-01-10 | 2024-02-09 | 旭密林绿色建筑科技有限公司 | Assembled building integrated device |
| CN117536389B (en) * | 2024-01-10 | 2024-03-08 | 旭密林绿色建筑科技有限公司 | Assembled building integrated device |
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