CN219974030U

CN219974030U - Assembled lattice spring garage and building

Info

Publication number: CN219974030U
Application number: CN202320961876.7U
Authority: CN
Inventors: 请求不公布姓名
Original assignee: UNCOMMON LLC
Current assignee: UNCOMMON LLC
Priority date: 2023-04-25
Filing date: 2023-04-25
Publication date: 2023-11-07
Anticipated expiration: 2033-04-25

Abstract

The present disclosure provides an assembled lattice jump garage, which includes: a top plate; a bottom plate; at least one intermediate plate; the upper space and the lower space of the middle plate can be communicated through the hollow area; and a lateral closure device for selectively closing at least part of the hollowed-out area; when fire and/or smoke is generated in the assembled lattice spring layer garage: the hollow area is closed through the transverse closing device, so that the fireproof space above the hollow area and the fireproof space below the hollow area are located in different fireproof partitions or fireproof units; wherein at least part of the area of the top and/or intermediate panels is mainly constituted by an assembled ribbed lattice building structure. The present disclosure also provides a building.

Description

Assembled lattice spring garage and building

Technical Field

The present disclosure relates to an assembled lattice jump garage and a building.

Background

A building assembled from prefabricated components at a worksite is referred to as an assembled building. Although the building speed of the building is improved by the assembled building, compared with the traditional building, the building has higher manufacturing cost, certain popularization difficulty, loss of bearing capacity of the assembled building structure and urgent breakthrough of improving bearing capacity are realized.

Meanwhile, in order to solve the problems of high building cost, difficult parking and the like, the assembled lattice jump garage or the LOFT garage is favored by more and more developers. However, due to the hollow-out areas and the high compression layers in the assembled type lattice jump garage, compared with the traditional flat layer garage, the rigidity and the strength of the assembled type lattice jump garage can be reduced. This also affects the use of the fabricated building structure in a fabricated lattice jump garage.

On the other hand, the horizontal components of the assembled lattice spring-layer garage are generally prepared by solid plates, but the solid plates are thick and heavy, and can fully perform related functions according to the material consumption, so that the mechanical property is poor. Most of the bending resistance is consumed when the self weight is resisted, and the net contribution to the building is only a small part, so that the bearing capacity of corresponding building components is improved, the self weight is reduced, the factory prefabrication, transportation and field assembly are facilitated to form a key breakthrough direction, and the combination of an assembled building and an assembled latticed jump garage, the compression layer height, the cost reduction and the synergy are technical problems to be solved.

Disclosure of Invention

In order to solve one of the above technical problems, the present disclosure provides an assembled lattice jump garage and a building.

According to one aspect of the present disclosure, there is provided an assembled lattice jump garage, comprising:

a top plate;

a bottom plate;

at least one intermediate plate disposed between the top and bottom plates;

the upper space and the lower space of the middle plate can be communicated through the hollow area; and

the transverse sealing device is used for selectively sealing at least part of the hollowed-out area in the hollowed-out area; when fire and/or smoke is generated in the assembled lattice spring layer garage: the hollow area is closed through the transverse closing device, so that the fireproof space above the hollow area and the fireproof space below the hollow area are located in different fireproof partitions or fireproof units;

wherein at least a partial region of the roof and/or intermediate panels is mainly constituted by an assembled ribbed lattice building structure;

wherein, the assembled rib lattice building structure comprises a prefabricated rib floor and a cover plate; the prefabricated rib floor system comprises a frame body and at least one rib structure arranged in the enclosing space of the frame body, wherein at least one end of the rib structure is connected to the side wall of the frame body; the cover plate is arranged on the prefabricated rib floor and at least partially covers the blank structure surrounded by the frame body and the rib structure; and/or a space structure at least partially covering the rib structure;

Or, the fabricated rib lattice building structure comprises a prefabricated rib building cover and an overlapping layer, wherein the prefabricated rib building cover comprises a frame body and at least one rib structure arranged in an enclosing space of the frame body, and at least one end of the rib structure is connected to the side wall of the frame body; and the superposition layer is at least partially arranged on the prefabricated rib floor, and the superposition layer is integrally formed by cast-in-place concrete;

or, the fabricated rib lattice building structure comprises a prefabricated rib building cover, a superposed layer and a cover plate, wherein the prefabricated rib building cover comprises a frame body and at least one rib structure arranged in a surrounding space of the frame body, and at least one end of the rib structure is connected to the side wall of the frame body; the laminated layer is at least partially arranged on the prefabricated rib floor and/or the cover plate, and is integrally formed by cast-in-place concrete; the cover plate is arranged on the prefabricated rib floor and at least partially covers the blank structure surrounded by the frame body and the rib structure; and/or at least partially covering the space structures separated by the rib structures.

An assembled lattice skip-floor garage according to at least one embodiment of the present disclosure, further comprises:

And at least one part of the spraying system is arranged below the transverse sealing device or near the edges and corners of the hollowed-out area, and can provide fire fighting liquid for at least one of the transverse sealing device, the middle plate and the bottom plate when fire disaster and/or smoke is generated in the assembled latticed jump garage.

According to at least one embodiment of the present disclosure, the spray system comprises a spray pipe and a spray head communicated with the spray pipe, the spray pipe is fixed on an outer wall or on an intermediate plate around the hollowed-out area, and the spray head is arranged to spray fire fighting liquid towards the transverse sealing device, towards the lower direction and/or towards the obliquely lower direction.

According to at least one embodiment of the present disclosure, the assembled lattice jump garage includes a spray pipe and a spray head, the spray pipe is disposed on a middle plate or a support column, the spray pipe is disposed along a first direction, and the spray pipe is connected with a spray branch pipe, the spray branch pipe is disposed along a second direction, and the spray head is disposed on the spray branch pipe, wherein the first direction is different from the second direction.

At least one of the spray heads is configured to spray fire fighting liquid toward the lateral closure device, downward, and/or obliquely downward in accordance with at least one embodiment of the present disclosure.

According to at least one embodiment of the present disclosure, at least a portion of the spray manifold extends into the hollowed-out area and is positioned below the lateral enclosure.

According to at least one embodiment of the present disclosure, when the hollowed-out area is disposed adjacent to an exterior wall of the assembled lattice jump garage, at least a portion of the spray system is secured to the exterior wall.

The transverse closure device is selected from at least one of a transverse roller blind, a transverse pleated blind, a transverse roller blind, a gravity fire curtain, a sloping gravity fire curtain, and a fire resistant transverse cover panel in accordance with at least one embodiment of the present disclosure.

A fabricated latticed skip-floor garage according to at least one embodiment of the present disclosure, the fabricated ribbed lattice building structure further comprising:

and the rib beams are arranged in or near the interval area between two adjacent prefabricated rib floors, and are formed by cast-in-place concrete.

According to at least one embodiment of the present disclosure, when the fabricated ribbed building structure has a superposition layer, the rib beam is integrally formed with the superposition layer by cast-in-place concrete, and the rib beam is formed as a T-shaped rib beam.

According to the assembled latticed skip-floor garage of at least one embodiment of the present disclosure, when the cover plate exists in the assembled ribbed lattice building structure, the rib beam is formed through cast-in-place concrete, and meanwhile, the rib beam and the cover plate can form a connection relationship.

The assembled lattice jump layer garage according to at least one embodiment of the present disclosure, the rib beam is internally provided with a reinforcing member.

A fabricated lattice, skip-floor garage in accordance with at least one embodiment of the present disclosure, the superimposed layer being at least partially over the cover plate.

According to at least one embodiment of the present disclosure, the prefabricated ribbed floor system has no connectors at its perimeter or at least some of its perimeter is provided with connectors.

In accordance with at least one embodiment of the present disclosure, when connectors are provided on the perimeter of the prefabricated ribbed floor, at least a portion of the connectors are located inside the rib beam.

A fabricated lattice, skip-floor garage according to at least one embodiment of the present disclosure, connects two adjacent connectors within a rib beam to each other or anchors the connectors within the rib beam.

The assembled lattice, skip-floor garage according to at least one embodiment of the present disclosure, the rib comprises reinforcing members, at least portions of which are located near the lower portion of the rib, and/or at least portions of which are located at the overlapping layers.

In an assembled lattice, skip-floor garage in accordance with at least one embodiment of the present disclosure, the lower surface of the rib beam is flush with or protrudes from the lower surface of the prefabricated ribbed floor.

According to the assembled lattice skip-floor garage of at least one embodiment of the present disclosure, at least one concave structure is formed on at least part of the outer circumferential surface of the frame body of the prefabricated rib floor system.

An assembled lattice jump garage according to at least one embodiment of the present disclosure, to look up at the angle of the prefabricated ribbed floor, the shape of the concave space structure of the prefabricated ribbed floor is one or more of square, rectangular, diamond, triangular, circular, arc, or polygonal.

The deck boards may be prefabricated independently or may be replaced with steel carrier boards in an assembled lattice spring layer garage according to at least one embodiment of the present disclosure.

According to another aspect of the present disclosure, there is provided a building comprising the above assembled lattice jump garage.

Drawings

The accompanying drawings, which are included to provide a further understanding of the disclosure and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the disclosure and together with the description serve to explain the principles of the disclosure.

Fig. 1-14 are schematic structural views of an assembled lattice jump garage according to various embodiments of the present disclosure.

Fig. 15 is a schematic structural view of a prefabricated ribbed floor system according to one embodiment of the present disclosure.

Fig. 16 is a cross-sectional view of fig. 15.

Fig. 17 and 18 are schematic structural views of a prefabricated ribbed floor system according to another embodiment of the present disclosure.

Fig. 19 is a cross-sectional view of fig. 17.

Fig. 20 and 21 are schematic structural views of a prefabricated ribbed floor system according to another embodiment of the present disclosure.

Fig. 22 is a cross-sectional view of fig. 20.

Fig. 23 is a schematic structural view of a building according to one embodiment of the present disclosure.

Fig. 24 is a schematic cross-sectional structural view of an assembled ribbed lattice building structure according to one embodiment of the present disclosure.

Fig. 25 is a schematic structural view of a cover plate according to one embodiment of the present disclosure.

Fig. 26 and 27 are schematic cross-sectional structural views of assembled ribbed lattice building structures according to various embodiments of the present disclosure.

Fig. 28 to 30 are partial structural schematic views of a building according to various embodiments of the present disclosure.

Fig. 31 to 33 are partial structural schematic views of a building according to various embodiments of the present disclosure.

Fig. 34 and 35 are partial structural schematic views of buildings according to various embodiments of the present disclosure.

Detailed Description

The present disclosure is described in further detail below with reference to the drawings and the embodiments. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant content and not limiting of the present disclosure. It should be further noted that, for convenience of description, only a portion relevant to the present disclosure is shown in the drawings.

In addition, embodiments of the present disclosure and features of the embodiments may be combined with each other without conflict. The technical aspects of the present disclosure will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.

Unless otherwise indicated, the exemplary implementations/embodiments shown are to be understood as providing exemplary features of various details of some ways in which the technical concepts of the present disclosure may be practiced. Thus, unless otherwise indicated, features of the various implementations/embodiments may be additionally combined, separated, interchanged, and/or rearranged without departing from the technical concepts of the present disclosure.

The use of cross-hatching and/or shading in the drawings is typically used to clarify the boundaries between adjacent components. As such, the presence or absence of cross-hatching or shading does not convey or represent any preference or requirement for a particular material, material property, dimension, proportion, commonality between illustrated components, and/or any other characteristic, attribute, property, etc. of a component, unless indicated. In addition, in the drawings, the size and relative sizes of elements may be exaggerated for clarity and/or descriptive purposes. While the exemplary embodiments may be variously implemented, the specific process sequences may be performed in a different order than that described. For example, two consecutively described processes may be performed substantially simultaneously or in reverse order from that described. Moreover, like reference numerals designate like parts.

When an element is referred to as being "on" or "over", "connected to" or "coupled to" another element, it can be directly on, connected or coupled to the other element or intervening elements may be present. However, when an element is referred to as being "directly on," "directly connected to," or "directly coupled to" another element, there are no intervening elements present. For this reason, the term "connected" may refer to physical connections, electrical connections, and the like, with or without intermediate components.

For descriptive purposes, the present disclosure may use spatially relative terms such as "under … …," under … …, "" under … …, "" lower, "" above … …, "" upper, "" above … …, "" higher "and" side (e.g., as in "sidewall"), etc., to describe one component's relationship to another (other) component as illustrated in the figures. In addition to the orientations depicted in the drawings, the spatially relative terms are intended to encompass different orientations of the device in use, operation, and/or manufacture. For example, if the device in the figures is turned over, elements described as "under" or "beneath" other elements or features would then be oriented "over" the other elements or features. Thus, the exemplary term "below" … … can encompass both an orientation of "above" and "below". Furthermore, the device may be otherwise positioned (e.g., rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.

The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. Furthermore, when the terms "comprises" and/or "comprising," and variations thereof, are used in the present specification, the presence of stated features, integers, steps, operations, elements, components, and/or groups thereof is described, but the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof is not precluded. It is also noted that, as used herein, the terms "substantially," "about," and other similar terms are used as approximation terms and not as degree terms, and as such, are used to explain the inherent deviations of measured, calculated, and/or provided values that would be recognized by one of ordinary skill in the art.

Fig. 1 is a schematic structural view of an assembled lattice jump garage according to one embodiment of the present disclosure.

As shown in fig. 1, the assembled lattice jump garage of the present disclosure may include a top plate 110, a bottom plate 120, at least one intermediate plate 130, and an exterior wall 150. Those skilled in the art will appreciate that fig. 1 is only a portion of a fabricated, lattice, skip-floor garage.

The top plate 110 and the bottom plate 120 are spaced apart from each other by a predetermined distance, which may be determined according to the number of the intermediate plates 130, for example, as shown in fig. 1, when the intermediate plates 130 are one layer, the distance between the top plate 110 and the bottom plate 120 may be 5-6m; accordingly, although the present disclosure is not illustrated by the drawings, when the intermediate plates 130 are two-layered, there is a distance of about 2-3m between the two intermediate plates 130, and accordingly, the distance between the top plate 110 and the bottom plate 120 may be set to 7-9m.

The top plate 110 is formed as the top of the assembled type lattice jump garage 100, and when the assembled type lattice jump garage 100 is formed as an underground parking garage, an overburden layer can be arranged above the top plate 110; when the fabricated type lattice jump garage 100 is formed as an above-ground parking garage, the top plate 110 is formed as an uppermost portion of the fabricated type lattice jump garage 100. More preferably, the top plate 110 may be provided with a lighting vent hole, etc., and the lighting vent hole may be formed above the hollowed-out area 180, for example, formed directly above or obliquely above the hollowed-out area 180. Of course, the assembled lattice jump garage 100 may also be formed as a semi-underground, semi-above-ground garage.

The earthing layer is internally provided with a gas flowing pipeline, and the air flue pipe 400 can be communicated with the gas flowing pipeline, so that air enters the air flue pipe 400 through the gas flowing pipeline, or after the flue gas in the assembled lattice jump layer garage 100 enters the air flue pipe 400, the flue gas is discharged through the gas flowing pipeline.

Specifically, the wind pipe 400 may be connected to a fan, and accordingly, the fan is connected to the gas flow pipe, that is, the gas flow pipe is communicated with the wind pipe 400 through the fan, so that the flue gas in the assembled type lattice jump garage 100 is discharged to the outside of the assembled type lattice jump garage 100 through the fan, or fresh air outside the assembled type lattice jump garage 100 is delivered to the inside of the assembled type lattice jump garage 100 through the fan.

Those skilled in the art will appreciate that when the fabricated lattice jump garage of the present disclosure is formed as an above-ground parking garage, roof 110 may not be included.

The floor 120 is formed as the bottom of the fabricated lattice jump garage 100, and a parking space is provided on the floor 120, for example, a space between the floor 120 and the intermediate plate 130 adjacent to the floor 120 is formed as the above-described parking space, in which at least one bottom travel lane for passing vehicles is provided, and a bottom parking space is provided at least one side of the bottom travel lane so that vehicles can be parked in the bottom parking space.

In the present disclosure, the floor panel 120 may be formed by concrete casting, and the bottom parking space, the bottom driving lane, etc. may be formed by drawing on the floor panel 120 according to an actual item.

The intermediate plate 130 is disposed between the top plate 110 and the bottom plate 120. In the present disclosure, the intermediate plate 130 may be provided at least one in a vertical direction, for example, when the number of the intermediate plates 130 is one, a fabricated lattice jump garage 100 having two parking floors is formed. When the number of the intermediate boards 130 is two, a fabricated lattice jump garage 100 having three parking levels is formed. Of course, the middle plate 130 may be provided in three, four, five, etc. numbers.

That is, when the number of the intermediate plates 130 of the present disclosure is two or more, these intermediate plates 130 are disposed in a state of being arranged in the height direction.

Each intermediate plate 130 includes: the parking system comprises at least one intermediate driving lane for the passage of vehicles and intermediate parking spaces which are arranged on at least one side of the intermediate driving lane, wherein vehicles can also be parked in the intermediate parking spaces.

In the present disclosure, when the intermediate plates 130 are provided in at least two, the intermediate plates 130 may be disposed in parallel; for example, the intermediate plates 130 are each disposed in a certain horizontal plane; more preferably, the middle plate 130 may be parallel to the top plate 110 and the bottom plate 120, i.e., the top plate 110, the bottom plate 120, and the middle plate 130 are all disposed in a certain horizontal plane.

Of course, the middle plate 130, the top plate 110 and the bottom plate 120 may not be parallel to each other, and may be selectively arranged according to the specific circumstances of the project by those skilled in the art.

In the present disclosure, when the middle plate 130 is one, the distance between the middle plate 130 and the bottom plate 120 is the same as the distance between the middle plate 130 and the top plate 110 or the difference is within a preset range, so that the two parking levels have substantially the same level.

On the other hand, when the number of the intermediate plates 130 is at least two, the distance between the intermediate plates 130 and the bottom plate 120, the distance between two adjacent intermediate plates 130, and the distance between the intermediate plates 130 and the top plate 110 are the same or substantially the same (i.e., the difference is within a preset range), so that the parking levels have substantially the same level height.

In the present disclosure, the bottom plate 120 and the top plate 110 are supported by the support columns 140, that is, the support columns 140 are disposed between the bottom plate 120 and the top plate 110. As an implementation form, the support columns 140 may be arranged in segments, for example, the support columns 140 may be arranged between the bottom plate 120 and the middle plate 130 to support the middle plate 130; accordingly, a support column 140 may also be provided between the middle plate 130 and the top plate 110 to support the top plate 110.

Preferably, the support columns 140 at different heights may be disposed on the same vertical line so that force can be directly transferred between the support columns 140.

The outer wall 150 is disposed between the top plate 110 and the bottom plate 120 and at least partially surrounds the intermediate plate 130, that is, when the outer wall 150 is formed in a ring-shaped structure, the outer wall 150 may enclose a closed space together with the top plate 110 and the bottom plate 120, or when the outer wall 150 has an opening through which a vehicle may enter the fabricated lattice multi-story garage from the outside, the outer wall 150 may enclose a space together with the top plate 110 and the bottom plate 120.

In the present disclosure, the fabricated lattice jump garage may further include an access lane directly or indirectly connected to the bottom plate 120 or the middle plate 130, so that a vehicle enters the fabricated lattice jump garage through the access lane.

The assembled lattice jump garage comprises at least one hollowed-out area 180, wherein the hollowed-out area 180 is positioned near the middle plate 130, and the upper space and the lower space of the middle plate 130 are communicated through the hollowed-out area 180; more specifically, the hollowed-out area 180 is located at a lateral side of the middle plate 130 in the horizontal direction.

In one embodiment, the number of the intermediate plates 130 may be more than two, and the two intermediate plates 130 may be at the same horizontal height or have a certain height difference in the vertical direction, where a certain interval exists between the two intermediate plates 130 in the horizontal direction, and the hollowed-out area 180 is formed by the interval.

In another embodiment, a hollowed-out area 180 is formed between the middle plate 130 and the outer wall 150, that is, the middle plate 130 is not directly connected to the outer wall 150 in a partial area, so that the hollowed-out area 180 is formed between the middle plate 130 and the outer wall 150.

Fig. 1 shows only two hollowed-out areas 180, but it will be apparent to those skilled in the art that the number of hollowed-out areas 180 may be set to be plural according to the size of the area of the garage in the entire assembled-type lattice jump garage.

In the present disclosure, the fireproof space above the hollowed-out area 180 and the fireproof space below the hollowed-out area 180 are communicated through the hollowed-out area 180 to form a cross-layer fireproof partition or fireproof unit.

The assembled lattice jump garage disclosed by the disclosure further comprises a transverse sealing device 200, wherein the transverse sealing device 200 is used for selectively sealing at least part of the hollowed-out area 180; when fire and/or smoke is generated in the assembled lattice spring layer garage: the hollow-out area is closed by the transverse closing device 200, so that the fireproof space above the hollow-out area 180 and the fireproof space below the hollow-out area 180 are in different fireproof partitions or fireproof units.

That is, when the assembled type lattice jump garage disclosed by the invention is used, in a normal state, the transverse sealing device 200 cannot seal the hollowed-out area 180, so that the assembled type lattice jump garage is more attractive due to the hollowed-out area 180, and meanwhile, the pipeline arrangement in the assembled type lattice jump garage is also facilitated. On the other hand, when a fire occurs, the hollow area 180 may be closed by the transverse closing device 200, so that the space above and below the hollow area 180 is not communicated, and accordingly, different fireproof partitions or fireproof units are correspondingly formed above and below the hollow area 180.

In the present disclosure, selectively closing the hollowed-out area 180 means that the lateral closing device 200 may be formed as a movable device, so that when there is a fire, the lateral closing device 200 can close the hollowed-out area 180 such that a fire-proof space above the hollowed-out area 180 and a fire-proof space below the hollowed-out area 180 are in different fire-proof partitions or fire-proof units. At this time, when a fire occurs, the hollowed-out area 180 can be closed by the lateral closing device 200 to block the fire from spreading to other fireproof partitions or fireproof units.

Accordingly, when no fire occurs, the transverse sealing device 200 at least makes part of the hollow area 180 not sealed, and connects the fireproof space above the hollow area 180 and the fireproof space below the hollow area 180 through the hollow area 180.

That is, whether or not the lateral closure device 200 is provided determines how the fire zones or units are partitioned. When the transverse sealing device 200 exists, as long as the transverse sealing device 200 can seal the hollow area 180, even if the transverse sealing device 200 is not in a state of sealing the hollow area 180, the fireproof space above the hollow area 180 and the fireproof space below the hollow area 180 also belong to different fireproof partitions or fireproof units, so that the number of vertical separating devices (capable of separating each parking space into different fireproof partitions or fireproof units) arranged in each parking space can be reduced, and the construction cost of the assembled lattice multi-story garage is reduced.

In the present disclosure, the lateral sealing device 200 is disposed on the middle plate 130 or the outer wall 150 near the hollowed-out area 180, so that the lateral sealing device 200 can seal the hollowed-out area 180.

Preferably, the lateral closure device 200 is selected from at least one of a lateral roller blind, a lateral pleated blind, a lateral roller blind, a gravity fire curtain, a slope gravity fire curtain, and a fire resistant lateral cover plate. That is, for the same hollowed-out area 180, one of the transverse roller shutter, the transverse folding shutter, the transverse roller shutter, the gravity fireproof shutter, the slope gravity fireproof shutter and the fireproof transverse cover plate can be selected, and a plurality of the transverse roller shutter, the transverse folding shutter, the transverse roller shutter, the gravity fireproof shutter, the slope gravity fireproof shutter and the fireproof transverse cover plate can also be selected.

Fig. 2 is a schematic structural view of an assembled lattice jump garage according to another embodiment of the present disclosure.

As shown in fig. 2, the structure of the assembled type lattice jump garage is substantially the same as that of fig. 1, except that the transverse closing device 200 is implemented by a slope gravity fire curtain, so that the slope gravity fire curtain is received to one side of the hollowed-out area under the condition that no fire or smoke is generated, and the hollowed-out area is in an open state. In the event of a fire or smoke, the sloping gravitational fire curtain is released, thereby closing the hollowed-out area 180.

In the present disclosure, as shown in fig. 1, a portion of the hollowed-out area 180 may also be closed by a vertical closing device 500. For example, the device for closing the hollowed-out area 180 may be all the transverse closing device 200, all the vertical closing device 500, or part of the transverse closing device 200 and part of the vertical closing device 500.

Taking fig. 1 as an example, the assembled latticed duplex garage includes two hollow areas 180, one of the two hollow areas 180 is closed by a transverse closing device 200, and the other is closed by a vertical closing device 500.

The vertical sealing device 500 is configured to selectively at least partially enclose a portion of the hollowed-out area 180 in the hollowed-out area 180; and the vertical sealing device 500 forms a smoke storage corridor 510, namely, a space surrounded by the smoke storage corridor 510, namely, the vertical sealing device, and the space is communicated with the hollowed-out area 180. When a fire occurs in the assembled type lattice jump garage 100 to generate smoke, at least part of the smoke flows to the smoke storage gallery 510 and is discharged to the outside of the assembled type lattice jump garage 100 through the wind smoke pipe 400 communicated with the smoke storage gallery 510.

That is, when smoke is generated inside the assembled lattice jump garage: the hollow area 180 is closed by the transverse closing device 200, so that the fireproof space above the hollow area 180 and the fireproof space below the hollow area 180 are in different fireproof partitions or fireproof units; and a smoke storage gallery 510 is formed by the vertical closing means 500, at least part of the smoke flows to the smoke storage gallery 510 and is discharged to the outside of the fabricated lattice jump garage through the wind smoke pipe 400 communicating with the smoke storage gallery 510.

That is, on the one hand, by the vertical sealing device 500, the fireproof space above the middle plate 130 where the hollowed-out area 180 is located and the fireproof space below the middle plate belong to different fireproof partitions or fireproof units, and at this time, the fireproof partitions of each layer in the assembled lattice duplex garage 100 are similar/identical to the fireproof partitions of the flat layer. On the other hand, the enclosure space of the vertical closing device 500 has an opening area, so that the opening area of the enclosure space of the vertical closing device 500 is used for connecting the fireproof space above the middle plate 130 where the hollowed-out area 180 is located and the fireproof space below the middle plate 130 where the hollowed-out area 180 is located, so that the fireproof space above the middle plate 130 where the hollowed-out area 180 is located and the fireproof space below the middle plate are the same fireproof partition or fireproof unit, and therefore, a cross-layer fireproof partition or fireproof unit is formed inside the assembled lattice jump garage 100.

In other words, by the vertical closing device 500, the smoke storage lane 510 and the fire prevention space communicating with the smoke storage lane 510 belong to the same fire prevention partition or fire prevention unit.

When the transverse sealing device 200 and the vertical sealing device 500 of the present disclosure are used, only the transverse sealing device 200 or only the vertical sealing device 500 may be provided for the same hollow area 180; it should be appreciated by those skilled in the art that, for the same hollow area 180, the transverse sealing device 200 and the vertical sealing device 500 may be provided at the same time, where the transverse sealing device 200 may seal a partial area of the hollow area 180, and correspondingly, the vertical sealing device 500 may seal (encircle) a partial area of the hollow area 180, thereby, by combining the transverse sealing device 200 and the vertical sealing device 500, sealing of the entire hollow area 180 is achieved.

On the other hand, when the opening area exists in the enclosure space of the vertical enclosure device 500, the opening area of the enclosure space of the vertical enclosure device 500 is used to connect the fireproof space and/or the smoke storage gallery outside the enclosure space of the vertical enclosure device 500, so that the fireproof space above the hollowed-out area 180 and the fireproof space below the hollowed-out area 180 belong to the same fireproof partition or fireproof unit.

In the present disclosure, when the hollowed-out area 180 is located in the middle of the middle plate 130, the hollowed-out area 180 may be entirely disposed around the hollowed-out area 180, so that the vertical sealing device 500 may seal the hollowed-out area 180; on the other hand, when the hollowed-out area 180 is close to the outer wall 150, the vertical sealing device 500 partially surrounds the hollowed-out area 180, and a smoke storage gallery 510 is formed between the vertical sealing device 500 and the outer wall 150; at this time, both ends of the vertical sealing device 500 in the circumferential direction are in contact with the outer wall 150.

Thus, when a fire occurs in the assembled type lattice jump garage 100, the hollowed-out area 180 can be closed by the vertical closing device 500, so that the fire is prevented from spreading to other fireproof partitions or fireproof units.

Accordingly, when no fire occurs and when the vertical sealing device 500 has a hole area, at least a portion of the hollow area 180 is not sealed, and the fireproof space above the hollow area 180 and the fireproof space below the hollow area 180 are connected through the hollow area 180, so that the fireproof space above the hollow area 180, the fireproof space below the hollow area 180 and the hollow area belong to the same fireproof partition or fireproof unit.

Therefore, by setting the vertical sealing device 500, the setting method of the fireproof partition of the assembled latticed duplex garage 100 is changed, and as long as the vertical sealing device 500 does not have a hole opening area, that is, the vertical sealing device 500 can seal the hollow area, even if the vertical sealing device 500 is not in a state of sealing the hollow area 180, the fireproof space above the middle plate 130 where the hollow area 180 is located and the fireproof space below the middle plate 130 where the hollow area 180 is located also belong to different fireproof partitions or fireproof units.

In the present disclosure, the opening area of the vertical sealing device 500 may be formed at a side portion of the vertical sealing device 500, or may be formed at a top portion or a bottom portion of the vertical sealing device 500. Those skilled in the art will appreciate that the fire-proof space above and the fire-proof space below the hollowed-out area 180 of the middle plate 130 can communicate.

In this disclosure, vertical closing device 500 is selected from at least one among vertical roller shutter, vertical fire-proof curtain, vertical fire-proof board, vertical fire door, vertical fire wall, vertical fire-proof glass, vertical water curtain, vertical roller shutter, vertical elastic curtain, vertical folding curtain, vertical side-shifting curtain, gravity side-shifting curtain and the substrate that the parcel has the fire-proof material layer, can separate the fire prevention space through vertical closing device 500 from this, prevents the conflagration to spread when the conflagration.

That is, the vertical sealing device 500 may be a fixing device, such as a vertical fireproof door, a vertical fireproof plate, a vertical firewall, a vertical fireproof glass, or the like. The device can also be a movable device, such as a vertical roller shutter, a vertical fireproof curtain, a vertical water curtain, a vertical roller shutter, a vertical elastic curtain, a vertical folding curtain, a vertical side-shifting curtain, a gravity side-shifting curtain, a base material wrapped with a fireproof material layer and the like.

Fig. 3 is a schematic structural view of an assembled lattice jump garage in accordance with at least one embodiment of the present disclosure.

The upper side of the middle plate 130 is provided with an upturned beam, the vertical sealing devices 500 comprise two groups, the lower end of one group of vertical sealing devices 500 is arranged on the middle plate, and the upper end extends upwards and is sealed by the top plate 110; the other set of vertical closing means 500 is connected at its upper end to said intermediate plate 130 and extends at its lower end downwards, closed by the bottom plate 120.

That is, in the present disclosure, at least part of the vertical closing means 500 extends upward and downward from the hollowed-out area 180, and the space enclosed by the vertical closing means 500 is formed as an independent fire partition or a fire prevention unit; for example, an upper end of the vertical closing means 500 may be in contact with a lower surface of the top plate 110 and be closed by the top plate 110, and a lower end of the vertical closing means 500 may be in contact with an upper surface of the bottom wall and be closed by the bottom plate 120, thereby forming an inside of the vertical closing means 500 as a closed smoke storage lane, whereby a space enclosed by the vertical closing means 500 is formed as an independent fire partition or a fire prevention unit.

The flue pipe 400 may be fixed to the top plate 110 or may be fixed to the vertical sealing device 500. The fume duct 400 is located in the space enclosed by the vertical closing device 500. The fume duct 400 is connected with a fume branch pipe 410, and the fume branch pipe 410 passes through the vertical sealing device 500 and is communicated with the external space of the space enclosed by the vertical sealing device 500. Moreover, the fume branch pipe 410 also passes through the middle plate 130 to communicate with the outside of the space enclosed by the vertical closing device 500. The portion of the vertical closing means 500 is formed as a wall or column through which the fume branch pipe 410 passes. Portions of the vertical closure device 500 are formed as curtains to release when a fire occurs and retract when no fire occurs.

Fig. 4 is a schematic structural view of an assembled lattice jump garage in accordance with at least one embodiment of the present disclosure.

As shown in fig. 4, the middle plate 130 is provided with an overhanging plate 160, the upper end of the vertical closing device 500 is closed by a lateral separating device 600, and both sides (e.g., upper and lower sides) of the lateral separating device 600 are provided with a flue pipe 400. The lower end of the vertical sealing device 500 is disposed on the cantilever plate 160.

Fig. 5 is a schematic structural view of an assembled lattice jump garage in accordance with at least one embodiment of the present disclosure.

As shown in fig. 5, the middle plate 130 is provided with an outer cantilever plate 160, and the lower end of the vertical sealing device 500 is disposed on the outer cantilever plate 160 and extends upward from the outer cantilever plate 160; the upper end of the vertical closing means 500 is closed by the lateral separating means 600, whereby the smoke storage corridor 510 formed by the vertical closing means 500 is opened downward, and the smoke storage corridor 510 communicates with the hollowed-out area 180, and both sides (e.g., upper and lower sides) of the lateral separating means 600 are provided with the wind smoke pipe 400.

In the present disclosure, the above-mentioned air duct 400 may be provided at one side of the lateral separator 600, and may be connected to the other side of the lateral separator 600 through an air duct passing through the lateral separator 600, so that the air duct 400 may simultaneously discharge the air at both sides of the lateral separator or supply air to both sides of the lateral separator 600.

Fig. 6 is a schematic structural view of an assembled lattice jump garage in accordance with at least one embodiment of the present disclosure.

As shown in fig. 6, when the vertical sealing device 500 is located near the outer wall 150, both ends of the vertical sealing device 500 in the circumferential direction may be connected to the inner wall surface of the outer wall 150. Also, in the vertical direction, the upper end of the vertical closing means 500 is connected to the lower surface of the top plate 110 or is located near the lower surface of the top plate 110, and the lower end of the vertical closing means 500 is connected to the intermediate plate 130 or is located near the intermediate plate 130. More preferably, the lower end of the vertical closing device 500 is connected to an outer cantilever 160 provided on the middle plate 130, or is located near the outer cantilever 160.

In the present disclosure, a flue pipe 400 is disposed on the lower surface of the top plate 110, the flue pipe 400 is connected with a flue branch pipe 410, and the flue branch pipe 410 passes through the vertical sealing device 500 and is communicated with a space on the other side of the vertical sealing device 500, so that flue gas on two sides of the vertical sealing device 500 is discharged or air is supplied to two sides of the vertical sealing device 500 through the flue pipe 400.

Fig. 7 is a schematic structural view of an assembled lattice jump garage in accordance with at least one embodiment of the present disclosure.

As shown in fig. 7, when the vertical closing device 500 is located in the middle of the assembled lattice duplex garage, the vertical closing device 500 is disposed around the hollowed-out area. That is, the vertical closing means 500 is formed in a ring shape in a top-down direction.

Also, in the vertical direction, the upper end of the vertical closing means 500 is connected to the lower surface of the top plate 110 or is located near the lower surface of the top plate 110, and the lower end of the vertical closing means 500 is connected to the intermediate plate 130 or is located near the intermediate plate 130. More preferably, the lower end of the vertical closing device 500 is connected to an outer cantilever 160 provided on the middle plate 130, or is located near the outer cantilever 160.

In general, the air flue 400 may be disposed above the hollow area, or disposed in the hollow area, or disposed below the hollow area. Of course, the wind-smoke pipe 400 may also be disposed on the middle plate 130 near the hollow area. Specifically, the flue pipe 400 is located near the top plate above the hollowed-out area 180, or is located near the middle plate near the hollowed-out area 180, or the flue pipe 400 is disposed on the lateral separator 600. On the other hand, the wind pipe 400 may be disposed in an area other than the hollowed-out area.

The machine room is disposed near the hollowed-out area 180, so that the machine room can be conveniently connected to the air flue 400. In this disclosure, the computer lab can include air supply computer lab and smoke evacuation computer lab, certainly, the fan in the computer lab also can have two functions of air supply and smoke evacuation concurrently.

In the present disclosure, the exterior of the wind-smoke pipeline 400 may be wrapped with a fireproof material, so that the working time of the wind-smoke pipeline 400 can be prolonged as much as possible when a fire disaster occurs through the arrangement of the fireproof material, and smoke in the assembled lattice duplex garage can be discharged as much as possible.

On the other hand, the air-smoke pipe 400 is further connected with an air-smoke branch pipe 410, so that different fireproof partitions or fireproof units can be connected through the other end of the air-smoke branch pipe 410, that is, air supply and smoke discharge in a plurality of fireproof partitions and/or fireproof units can be realized through one air-smoke pipe 400.

The fireproof space above the hollowed-out area 180, the hollowed-out area 180 and the smoke storage corridor belong to the same fireproof partition or fireproof unit; or, the fireproof space below the hollowed-out area 180, the hollowed-out area 180 and the smoke storage gallery belong to the same fireproof partition or fireproof unit.

In the disclosure, charging equipment can be arranged in the fireproof unit so as to charge the electric automobile parked at the parking space through the charging equipment.

Therefore, in the present disclosure, through the arrangement of the transverse sealing device 200, the hollowed-out area 180 can be sealed when a fire disaster occurs, and the cross-layer space, that is, the fireproof space above the hollowed-out area and the fireproof space below the hollowed-out area are sealed, so that the fireproof partition and the fireproof unit with mutually independent lower layers are formed, and therefore, smoke and fire are diffused at respective layers, other layers cannot be affected, and the fire problem is more effectively solved. The hollow area is opened at ordinary times, so that the garage space is more spacious and transparent, the garage is more attractive, the ground landscape is not influenced, and the investment is greatly saved.

Fig. 8-14 are structural schematic diagrams of an assembled lattice jump garage according to various embodiments of the present disclosure.

Specifically, as shown in fig. 8, the number of the air duct 400 is two, two air ducts 400 are arranged side by side in the horizontal direction, and the air duct 400 located on the right side is connected with an air branch pipe 410. That is, one end of the wind and smoke branch pipe 410 is connected to the wind and smoke pipe 400, and the other end of the wind and smoke branch pipe 410 may pass through the middle plate 130 to communicate with a fire/smoke preventing partition under the middle plate 130.

Referring to fig. 8, the assembled lattice jump garage of the present disclosure further includes a spraying system 700, at least a portion of the spraying system 700 is disposed below the lateral sealing device 200 or near an edge or corner of the hollowed-out area 180, and the spraying system 700 is capable of providing fire fighting liquid to at least one of the lateral sealing device 200, the middle plate 130, and the bottom plate 120 when a fire and/or smoke occurs inside the assembled lattice jump garage.

In the present disclosure, considering that the top plate 110, the bottom plate 120, the middle plate 130, etc. are made of reinforced concrete, etc., but the lateral sealing device 200 is generally made of a ferrous material, the lateral sealing device 200 is more easily damaged in a fire than the components of the top plate 110, the bottom plate 120, the middle plate 130, etc., and thus, a portion of the spraying system 700 in the present disclosure can be disposed under the lateral sealing device 200, so that the fire-fighting liquid (e.g., water, etc.) provided by the spraying system 700 can be provided to the lateral sealing device 200, thereby effectively protecting the damage of the lateral sealing device 200; moreover, the fire-fighting liquid supplied to the lateral sealing device 200 can also be sputtered or flowed to the intermediate plate 130 and the bottom plate 120, etc., thereby extinguishing the fire generated on the intermediate plate 130 and the bottom plate 120.

On the other hand, as shown in fig. 8, there is also a spray system 700 for supplying fire-fighting liquid to the top plate 110 in the assembled type of the lattice jump garage, that is, a plurality of spray systems 700 may be provided inside the same assembled type of lattice jump garage 100.

In a preferred embodiment, as shown in FIG. 8, the spray system 700 may include a spray conduit 710 and a spray head 720; in one embodiment, when the hollowed-out area is disposed adjacent to the outer wall 150 of the fabricated lattice-layer garage, the spray pipe 710 may be fixed to the outer wall 150, and the extension direction of the spray pipe 710 is consistent with the length direction of the hollowed-out area 180, wherein the spray head 720 is configured to spray the fire-fighting liquid toward the lateral sealing device 200, thereby enabling at least part of the spray system 700 to be fixed to the outer wall 150, and enabling the lateral sealing device 200 to be effectively protected by the orientation of the spray head 720.

In another embodiment, the spray system 700 may be secured to the intermediate plate 130 or support column 140 or the like; in a preferred embodiment, a support beam 170 is provided below the top plate 110 and/or below the intermediate plate 130, and the spray pipes 710 of the spray system 700 are arranged in the direction of the support beam 170 and in the vicinity of the support beam 170, thereby enabling the spray pipes 710 to be easily arranged within the assembled lattice jump garage.

That is, the support beam 170 is disposed in the first direction and the shower pipe 710 is also disposed in the first direction. More preferably, the spray pipe 710 is connected with a spray branch pipe 730, and the spray branch pipe 730 is disposed along the second direction, wherein the spray head 720 is disposed at the spray branch pipe 730; wherein the second direction is different from the first direction, more preferably, the second direction is perpendicular to the first direction, thereby enabling the location and number of spray heads in the entire assembled lattice jump garage to meet fire control specifications through the arrangement of the spray branches 730.

In the present disclosure, the spray head 720 is oriented such that the spray head 720 can spray fire fighting liquid toward the lateral enclosure 200.

In one embodiment, at least a portion of the spray manifold 730 extends into the hollowed out area and is positioned below the lateral closure device 200; in the present disclosure, as shown in fig. 9, the spray branch pipe 730 has a fold line shape, and at this time, a portion of the spray branch pipe 730 may be closely attached to the lateral sealing device 200; those skilled in the art will appreciate that the spray manifold 730 may also be straight as shown in fig. 10 and thereby provide a smoother flow of water within the spray manifold 730.

More preferably, as shown in fig. 10, the lateral sealing device 200 may be disposed on the cantilever plate 160, and of course, the lateral sealing device 200 may also be directly disposed on the intermediate plate 130, and in this case, the intermediate plate 130 may not be disposed on the cantilever plate 160.

As shown in fig. 11, the shower system 700 can also be secured to the intermediate plate 130; in one embodiment, the spray pipes 710 of the spray system 700 may be fixed to the middle plate 130 around the hollowed-out area 180, and thus, at least a portion of the spray system 700 may be located below the lateral sealing device 200, and at least one spray head 720 of the spray system 700 may spray the fire fighting liquid toward the lateral sealing device 200, downward, and/or obliquely downward.

As shown in fig. 12, in a preferred embodiment, the spray system 700 may be located directly below the lateral closure device 200, in which case the spray heads of the spray system 700 may spray fire fighting liquid upward.

As shown in fig. 13, in the present disclosure, the top plate 110 and/or the intermediate plate 130 are supported by a beam structure formed as upturned beams, thereby enabling easier arrangement of the pipelines within the assembled lattice multi-story garage 100.

As shown in fig. 14, a fireproof plate may be disposed under the wind smoke pipe 400, so that the damage time of the wind smoke pipe 400 can be greatly prolonged by the fireproof plate when a fire occurs, and the wind smoke pipe 400 can be operated for a maximum period of time when a fire occurs. Of course, in the present disclosure, a member such as a fireproof plate may not be provided.

Referring again to fig. 8, in the present disclosure, the fire-fighting liquid sprayed from the spraying system 700 can be applied to the fire-fighting pipe 400, so that the damage time of the fire-fighting pipe 400 can be greatly prolonged by the fire-fighting liquid sprayed from the spraying system 700, and the fire-fighting pipe 400 can be operated for a maximum period of time when a fire occurs.

In one embodiment, the flue pipe 400 is disposed on the top plate 110, and a spray branch pipe 730 is disposed above and/or below the flue pipe 400, the spray branch pipe 730 is provided with spray heads 720, and at least part of the spray heads 720 spray fire fighting liquid upward, downward, and/or obliquely downward.

For example, when the spray branch pipe 730 above the wind pipe 400 sprays fire-fighting liquid upward, the fire-fighting liquid is sprayed to the top plate 110, so that the damage degree of the top plate 110 in fire can be effectively reduced; further, the fire-fighting liquid is sprayed by the top plate 110 to be scattered on the flue gas pipe 400, and thus the flue gas pipe 400 is effectively protected.

On the other hand, when the spray branch pipe 730 located below the wind smoke pipe 400 sprays fire-fighting liquid upward, the fire-fighting liquid is sprayed to the top plate 110, thereby directly protecting the wind smoke pipe 400.

In the present disclosure, at least a portion of the area of the top panel 110 and/or intermediate panel 130 is primarily comprised of fabricated ribbed lattice building structures.

Fig. 15 is a schematic structural view of a prefabricated ribbed floor 1000 according to one embodiment of the present disclosure. Fig. 16 is a cross-sectional view of fig. 15.

As shown in fig. 15, the prefabricated ribbed floor 1000 includes a frame 1001 and a rib structure 1002. The frame 1001 may be prefabricated from reinforced concrete, and accordingly, stress steel bars and construction steel bars (hereinafter, stress steel bars and construction steel bars are generally referred to as a skeleton structure) may be disposed in the frame 1001, and the stress steel bars may be divided into two types of pre-stress and non-pre-stress.

The inside of the housing 1001 is formed as a surrounding space, and in one embodiment, as shown in fig. 15, the surrounding space of the housing 1001 may be formed in a rectangular parallelepiped shape. In this case, the frame 1001 may be formed in a rectangular structure and have two sets of opposite sides. Of course, the frame 1001 may be formed in other shapes such as a triangle, or may be formed in an irregular shape.

The frame 1001 may have a thickness that may be the height of the rib structure 1002 of the prefabricated rib floor. In a specific embodiment, the thickness of the frame 1001 may be about 0.5 meters.

The rib structure 1002 is disposed in the enclosed space of the housing 1001, wherein the rib structure 1002 is provided as at least one. In a specific embodiment, the rib structures 1002 may be provided in plurality, and the rib structures 1002 may be parallel to each other. Of course, the rib structures 1002 may be arranged in a non-parallel structure, and the rib structures 1002 may be arranged according to the shape of the enclosed space of the frame 1001, so long as the adjacent rib structures 1002 or the adjacent rib structures 1002 and the frame 1001 are enclosed into a space structure.

In the present disclosure, the enclosure space may be formed in a closed structure or an open structure in the circumferential direction, and in this case, the housing 1001 is formed in a ring shape having an opening. On the other hand, the space structure may be formed in a closed structure or an open structure in the circumferential direction, and accordingly, the rib structure 1002 and the frame 1001 surrounding the space structure may be formed to have an opening.

In the present disclosure, the frame 1001 and the rib structure 1002 may be integrally formed by casting, or may be formed as separate members and assembled with each other.

Although fig. 15 shows the prefabricated ribbed floor 1000 having a plurality of vertical rib structures and not including a transverse rib structure; but in the present disclosure the number of the vertical rib structures may be 1. Moreover, although not shown in fig. 15, the prefabricated rib flooring 1000 of the present disclosure may include implementations that include only one transverse rib structure, and do not include a vertical rib structure, etc.

Fig. 17 and 18 are schematic structural views of a prefabricated ribbed floor system according to another embodiment of the present disclosure. Fig. 19 is a cross-sectional view of fig. 17 and 18. Fig. 20 and 21 are schematic structural views of a prefabricated ribbed floor system according to another embodiment of the present disclosure. Fig. 22 is a cross-sectional view of fig. 20 and 21.

As shown in fig. 17 to 22, the rib structure 1002 includes a lateral rib structure (first direction rib structure) and a vertical rib structure (second direction rib structure). In number, the transverse rib structure may be provided in one or more, and correspondingly, the vertical rib structure may be provided in one or more. Accordingly, these vertical rib structures may be arranged in parallel, and accordingly, may be arranged in non-parallel. The transverse rib structure can intersect at least a portion of the vertical rib structure such that the interior space of the frame 1001 is divided into a plurality of space structures by the transverse rib structure and the vertical rib structure. In a preferred embodiment, the space structures may be the same or different in shape and the areas may be the same or different.

Fig. 17 and 18 show an embodiment in which only one transverse rib structure is present, and fig. 20 and 21 show an embodiment in which two transverse rib structures are present. In the present disclosure, the number of the transverse rib structures is not limited thereto.

The perimeter of the pre-ribbed floor system 1000 is not provided with connectors 1003 or, as shown in fig. 15-22, at least a portion of the perimeter of the pre-ribbed floor system 1000 is provided with connectors 1003. In a specific embodiment, the connector 1003 may be a steel structure, such as rebar, or the like. The connection member 1003 is located inside the frame 1001 and/or the rib structure 1002, for example, may be connected to a stress bar or a construction bar of the frame 1001 and/or the rib structure 1002, and the other end extends outside the frame 1001 to form a free end.

The connectors 1003 may be arranged in at least one row along the height of the prefabricated ribbed floor 1000, i.e. the connectors in a row may lie in or near the same plane, e.g. in the same horizontal plane; in a preferred embodiment, the connectors 1003 may be arranged in two rows, with one row of connectors 1003 at or near the lower end of the housing 1001 and the other row of connectors 1003 at or near the upper end of the housing 1001.

Of course, the connector 1003 of the present disclosure may be provided in two or more in the height direction of the prefabricated rib building cover 1000. For example, a row of connectors 1003 may be provided at a central location of the frame 1001.

At least one concave structure 1004 is formed on at least a part of the outer peripheral surface of the frame 1001 of the prefabricated ribbed floor 1000. In the present disclosure, the recess structure 1004 may be formed as a ring-shaped structure, a discontinuous structure, i.e., an annular recess structure, or a discontinuous recess. Also, the number of the recess structures 1004 may be set according to the height of the frame 1001, and in a preferred embodiment, the recess structures 1004 are provided in two in the height direction, and accordingly, the two recess structures 1004 are formed with three protrusion structures.

At least one end of the rib structure 1002 is attached to the side wall of the housing 1001. In a preferred embodiment, the two ends of the rib structure 1002 are attached to two opposite side walls of the housing 1001, respectively. In the present disclosure, the connection position between the rib structure 1002 and the housing 1001 is not limited, and it may be connected to a different position on the inner surface of the housing 1001.

That is, the space structures are formed by the rib structures 1002, and accordingly, the rib structures 1002 may be orthogonal, diagonal, or arc-shaped intersecting, such that the space structures have one or more of square, rectangular, diamond, triangular, circular, arc, or polygonal shapes in plan view.

In a preferred embodiment, the cross section of the rib structure 1002 may be different in width from top to bottom or equal in width from top to bottom, wherein the different widths are that the rib structure 1002 has a small upper portion and a large lower portion, or a large upper portion and a small lower portion.

As shown in fig. 23, the building includes the aforementioned structure of the assembled lattice jump garage and the like. Accordingly, the fabricated rib lattice building structure includes the prefabricated rib floor 1000, and the rib beam 2000 and the laminated layer 3000 described below.

Of course, if the strength of the connection of the prefabricated rib superstructure 1000 and the rib beam 2000 is sufficient, the lamination layer 3000 may not be provided.

The rib beam 2000 is disposed at or near a spaced area between two adjacent prefabricated rib covers 1000. In the process of manufacturing the fabricated rib structure, adjacent prefabricated rib mats 1000 are spaced apart by a predetermined distance or a predetermined width, so that a predetermined space is formed between the prefabricated rib mats 1000, and concrete is poured into the predetermined space to form the rib beam 2000. At this time, the rib beam 2000 can form a mechanical connection with the outer circumferential surface of the frame 1001 of the prefabricated rib floor system 1000, so that the fabricated rib lattice building structure has better mechanical properties.

On the other hand, since the prefabricated rib floor system 1000 has the concave structure 1004, the rib beam 2000 formed by casting has the convex structure inserted into the concave structure 1004, thereby enabling better connection strength between the prefabricated rib floor system 1000 and the rib beam 2000.

In the present disclosure, when the connectors 1003 are provided at the periphery of the prefabricated rib floor system 1000, at least a portion of the connectors 1003 are located inside the rib beam 2000, and thus, the connectors 1003 of the prefabricated rib floor system 1000 can act as at least a portion of the stress reinforcement or the construction reinforcement of the rib beam 2000. Of course, the connection members 1003 may be connected to each other at the position of the rib beam 2000, for example, the connection members 1003 extending from two rib structures 1002 along the longitudinal direction are connected at the rib beam, so that the rib structures at both sides of the rib beam are substantially abutted and extended, thereby being capable of continuously receiving force. Correspondingly, the frame body is also in the length direction, and the integral prefabricated rib floor system has a superior structure system with bidirectional stress and larger bearing capacity.

For example, the connectors 1003 of the adjacent prefabricated rib floors 1000 may be directly connected or connected by a reinforcing member 2001 provided inside the rib beam 2000, wherein the reinforcing member 2001 may be a reinforcing bar provided along the length direction of the rib beam 2000, the ends of the connectors 1003 may be formed with hooks, and the hooks may be hooked on the reinforcing member 2001, or mechanically connected to each other, or welded, etc., so that the connectors 1003 of the adjacent prefabricated rib floors 1000 may be more closely connected to each other, and at the same time, the reinforcing member 2001 may be formed as a skeleton of the rib beam 2000, and the rib beam may have a strong bending moment resistance, a greater bearing capacity, and a higher strength, whereby the prefabricated rib floor structure system having the rib beam may also have a greater bearing capacity and a higher strength as a whole.

The rib beam structure or the stronger T-shaped rib beam (namely, the rib beam 2000 and the laminated layer 3000 form a T-shaped section with better mechanical property) has the function of enhancing the overall bearing capacity of the prefabricated rib floor system, meanwhile, the rib structures between the prefabricated rib floors can be butted to form a full-length force transmission structure, and the rib structures and the rib beams in the other direction cooperate to form a more superior bidirectional prefabricated rib floor system, wherein the laminated layer 3000 can also be called a flange.

In other words, compared with the situation that there is no reinforcing member between the prefabricated rib floor and the prefabricated plates, that is, the situation that there is no bearing capacity between the prefabricated plates, one key point of the present disclosure is to integrally mold the post-molded rib beam and the reinforcing member into an important structure, which can bear about half of the load, so as to form a T-shaped rib beam, which has a larger bearing capacity, is integrated with the prefabricated rib floor, and can jointly bear nearly doubled load.

In a specific embodiment, the reinforcing member 2001 may be a plurality of reinforcing bars, which may be arranged in a plurality of rows in a vertical direction, and each row of reinforcing bars may include a plurality of reinforcing bars. In a preferred embodiment, each row of rebars may be connected to or anchored into another rib corresponding to another rib in the extension direction, or within an extreme wall, column or beam, thereby facilitating connection of connector 1003 to reinforcement member 2001. More preferably, when the reinforcing bars of a certain row of the reinforcing member 2001 include a plurality of reinforcing bars, the connector 1003 is connected to the reinforcing bar farthest therefrom, so that the connector 1003 can have the maximum anchoring length within the rib girder 2000, thereby improving the reliability of the anchoring connection and also improving the connection strength between the prefabricated rib floor system 1000 and the rib girder 2000.

In a preferred embodiment, the rib beam 2000 further comprises strapping members 2002, which strapping members 2002 are capable of interconnecting the reinforcement members 2001 and keeping the reinforcement members 2001 in a reasonable position until no concrete is poured.

In the present disclosure, the reinforcement member 2001 and the strapping member 2002 can be formed in the form of a mesh reinforcement or a cage reinforcement.

When the rib beam 2000 is formed, the lower surface of the rib beam 2000 is flush with the lower surface of the prefabricated rib floor system 1000. In other embodiments, the lower surface of the rib 2000 may be higher or lower than the lower surface of the prefabricated rib 1000, as long as the connection strength between the rib 2000 and the prefabricated rib 1000 is sufficient.

As shown in fig. 24, a cover plate 4000 is disposed above the prefabricated rib floor 1000 of the fabricated rib structure, a lamination layer 3000 is at least disposed above the cover plate 4000, and the lamination layer 3000 and the rib beam 2000 are integrally formed by cast-in-place concrete. Accordingly, the deck 4000, the laminate 3000, and the rib 2000 are formed as an integral force-bearing structure when concrete is poured.

Although not shown in fig. 24, the fabricated rib lattice building structure of the present disclosure may include only the lamination layer 3000, and the cover plate 4000 is not disposed under the lamination layer 3000, and at this time, when the lamination layer 3000 is poured, a formwork may be disposed inside the prefabricated rib floor 1000, so that the lamination layer 3000 and the rib beam 2000 are formed into an integral stress structure by means of concrete pouring.

In the present disclosure, as shown in fig. 24 and 25, the fabricated rib structure further includes a cover 4000, where the cover 4000 is disposed on the prefabricated rib structure 1000 and at least partially covers the space structure surrounded by the frame 1001 and the rib structure 1002, and/or the rib structure 1002.

That is, the shape of the cover plates 4000 may be formed to be the same as, slightly smaller than, or slightly larger than the space structures, whereby each cover plate 4000 is capable of closing at least one space structure. Of course, the area of the cover plates 4000 may also be set large enough, and thus each cover plate 4000 can cover at least two space structures.

In a preferred embodiment, the cover 4000 as a whole can entirely cover the area enclosed by the frame 1001. Generally, the cover plates 4000 are not disposed across different pre-ribbed floors 1000 because of the need to form the rib beams 2000 at the locations where the pre-ribbed floors 1000 are connected.

More preferably, when the fabricated rib lattice building structure includes the cover plate 4000, the lamination layer 3000 may not be provided; that is, the upper end of the prefabricated rib floor system 1000 is capped, the rib beams and/or the rib structures and the top of the frame body are connected and anchored with the cover plate through steel bars, and the precast concrete is refilled to form a whole; accordingly, when the superposition layer 3000 is provided on the prefabricated rib building cover 1000, the superposition layer 3000 is formed at least above the prefabricated rib building cover 1000 by cast-in-place concrete.

As to the specific structure of the cover plate 4000, as shown in fig. 25, the cover plate 4000 includes a base 4001, the base 4001 may be made of reinforced concrete, and the shape of the base 4001 may be adapted to the shape of a space structure, for example, formed in a square shape or other shapes. Preferably, the area of the base 4001 is slightly larger than the area of the space structure, so that the base 4001 can be stably placed on the prefabricated rib floor 1000.

In a preferred embodiment, the base 4001 may be formed to cover two or more space structures, and the base 4001 may be shaped to cover these space structures.

In some implementations, the perimeter of the base 4001 may not be provided with a connection 4002. However, it is preferable that the periphery of the base 4001 is provided with a connection portion 4002, wherein the connection portion 4002 may be formed by using a reinforcing bar, and at this time, a part of the connection portion 4002 is located inside the base 4001, and the other end of the connection portion 4002 is located outside the base 4001 and is formed as a free end.

In the present disclosure, the connection portions 4002 may be formed in a row, that is, provided in one in the thickness (height) direction of the base portion 4001, and these connection portions 4002 can be located on a certain plane or on a certain horizontal plane.

In the present disclosure, when the connection portion 4002 is provided at the periphery of the cover 4000 and the cover 4000 is provided to the prefabricated rib floor 1000, at least a portion of the connection portion 4002 is located inside the rib 2000, whereby the connection portion 4002 of the cover 4000 can be anchored at the rib 2000. Of course, the connection parts 4002 may be connected to each other at the position of the rib 2000, for example, the connection parts 4002 of the adjacent cover plates 4000 may be directly connected or overlapped, or may be connected or overlapped by a reinforcement member 2001 provided inside the rib 2000, wherein the reinforcement member 2001 may be a reinforcing bar provided along the length direction of the rib 2000, an end of the connection part 4002 may be formed with a hook part, and the hook part may be hooked on the reinforcement member 2001, thereby enabling the connection parts 4002 of the adjacent cover plates 4000 to be connected to each other more reliably, and at the same time, the reinforcement member 2001 may also be formed as a skeleton of the rib 2000, and enabling the rib to have higher strength or bearing capacity.

In a specific embodiment, the reinforcing bars of the reinforcing member 2001 can also correspond to the positions of the connection portions 4002 of the cover plate 4000 so as to facilitate the connection of the connection portions 4002 with the reinforcing member 2001. More preferably, when the reinforcing bars of a certain row of the reinforcing member 2001 include a plurality of reinforcing bars, the connection portion 4002 is connected to the reinforcing bar farthest therefrom, so that the connection portion 4002 can have the maximum length within the rib beam 2000, thereby improving the anchoring reliability of the connection portion 4002.

That is, the part of the connection portion 4002 of the cover 4000 is connected to the rib 2000, and the part of the connection portion 4002 of the cover 4000 may be located above the frame 1001 or the rib structure 1002, and when the laminated layer 3000 is formed by casting concrete, the connection portion 4002 may be located in the laminated layer 3000.

In a preferred embodiment, as shown in fig. 16, 19 and 22, the frame 1001 and the rib structure 1002 are provided at upper ends thereof with connection bars 1005, and as shown in fig. 24, the connection portion 4002 can be connected or anchored with the connection bars 1005, so that the cover plate 4000 can be integrated with the prefabricated rib floor 1000 after overlapping cast-in-place concrete.

More preferably, extension bars 3001 are further provided at upper positions of the frame 1001 and the rib structure 1002, for example, the extension bars 3001 can be provided in plurality and are fixed to the connection bars 1005 of the frame 1001 and/or the rib structure 1002, and at this time, the extension bars 3001 can be provided in the direction of the frame 1001 and/or the rib structure 1002, whereby the strength of the laminated layer 3000 can be improved.

In the present disclosure, the cover plate is either prefabricated separately or may be replaced with a steel carrier plate.

The fabricated ribbed lattice building structure of the present disclosure can be used for floor or roof structures of above-ground or below-ground buildings, or for parking levels or roof structures of motorized or non-motorized garages.

Therefore, through the assembled rib lattice building structure disclosed by the invention, the construction speed of buildings such as an underground garage of a building can be greatly improved, and the self weight of the assembled rib lattice building structure is lower, so that the assembled rib lattice building structure can bear larger bending moment while saving building materials, the construction cost is reduced, and the energy conservation and emission reduction are realized.

When the fabricated rib lattice building structure disclosed by the disclosure is used, the rib beams 2000 can be supported by the support columns, the support beams and other components, so that the mechanical properties of the fabricated rib lattice building structure are further improved.

As shown in fig. 26, the fabricated rib lattice building structure may not include a laminated concrete layer of a cover plate top, the cover plate spacers are integrally formed by cast-in-place reinforced concrete, and accordingly, the connection portion 4002 of the cover plate 4000 may be at least partially located inside the rib beam 2000, so that the cover plate 4000 and the rib beam 2000 are formed as an integral stress structure; also, in fig. 26, the lower surface of the rib beam 2000 is flush or substantially flush with the lower surface of the prefabricated ribbed floor 1000.

In the present disclosure, a connection position between two adjacent cover plates 4000 may be located above a rib structure 1002 of a prefabricated rib floor system 1000, at this time, an area between two cover plates 4000 may be poured with concrete and formed into a connection area, at this time, a connection portion 4002 of the cover plate 4000 and a connection bar 1005 of the prefabricated rib floor system 1000 may be located at least partially in the connection area, and the connection portion 4002 may be anchored or connected with the connection bar 1005, thereby forming an overall stress structure between the cover plate 4000 and the prefabricated rib floor system 1000.

Also, at least part of the rib beam 2000 is formed above the rib structure 1002 adjacent thereto, whereby the rib beam 2000 is formed as a T-shaped rib beam, whereby the prefabricated rib floor 1000, the T-shaped rib beam and the cover plate 4000 are formed as an integral force-receiving structure therebetween.

Further, as shown in fig. 27, the fabricated rib lattice building structure may also not include a laminated concrete layer of a cover plate top, and the cover plate intervals are integrally connected by reinforced concrete cast-in-situ. Moreover, the lower surface of the rib beam 2000 extends beyond the lower surface of the prefabricated rib floor system 1000, thereby providing the rib beam 2000 with a higher strength and correspondingly the fabricated rib lattice building structure with a higher strength.

The fabricated ribbed lattice building structure of the present disclosure solves the technical problems mentioned in the background art by prefabricating ribbed lattices.

Under the condition that the material consumption is equal and the area is equal, compared with a solid plate, the prefabricated rib lattice can be assembled into the prefabricated rib floor, so that the section moment of inertia can be greatly increased, the bending resistance can be greatly improved, larger span or stronger bearing capacity can be realized, industrial production is realized, the construction speed is accelerated, a large amount of concrete in a cavity is saved by the prefabricated rib lattice, and the structural dead weight can be greatly lightened, therefore, the prefabricated rib lattice is assembled into a floor roof structure, the effective bearing capacity can be greatly improved, the building dead weight can be greatly lightened, the building cost can be greatly reduced, and the prefabricated rib floor can be produced in a large-scale industrialized manner, can be quickly assembled on a construction site, and can be greatly shortened.

The T-shaped rib beam is arranged for greatly improving the bearing capacity, the spacing of the rib floor slabs is utilized, the stress, the structure and the bending steel bars are arranged in a targeted mode, the rib beam, the cover plate or the overlapped cover plate are connected and poured into a whole, the T-shaped section with large moment of inertia and excellent mechanical property is formed, the bearing capacity of the whole floor slab is greatly improved, and the prefabricated rib floor slab resist bending moment together.

In the present disclosure, when a lamination layer is present, the rib beam is integrally cast with the lamination layer, and the rib beam is formed as a T-shaped rib beam. More preferably, the rib beam, the overlapping layer and the cover plate are connected to form a concrete pouring integrated slab, namely the upper flange of the rib beam, so that a T-shaped rib beam with greatly improved mechanical properties is formed, and the T-shaped rib beam is provided with stress steel bars, so that a large amount of force can be shared.

When no lamination layer exists, cast-in-place concrete in the connection area of the rib beam and the cover plate forms a T-shaped rib beam with greatly improved mechanical property, and the T-shaped rib beam is provided with stress steel bars, so that a large amount of force can be shared.

Fig. 34 and 35 are partial structural views of a building according to various embodiments of the present disclosure, i.e., longitudinal sectional views of rib structures.

According to another aspect of the present disclosure, there is provided a building comprising the fabricated ribbed lattice building structure described above.

As shown in fig. 23, 34 and 35, the building further includes side walls or beams 8000, joists 9000 and the like.

That is, in the building, the outer contour may be a side wall or a side sill. Specifically, when the building is an underground building, the outer contour is a side wall; when the building is an above-ground building, the outline thereof is a side wall or a side beam.

Wherein at least a portion of the side walls or beams 8000 are used to form the outer boundary of the building, wherein the side walls or beams 8000 are connected to prefabricated ribbed floors of the fabricated ribbed lattice building structure.

Moreover, the joist 9000 is located in an area surrounded by the side wall or side sill 8000, and an end portion of the joist 9000 is disposed on the side wall or side sill 8000, and the joist 9000 is connected to a prefabricated ribbed floor of the fabricated ribbed building structure.

For example, referring to the upper left corner of fig. 23, the joists 9000 thereof may be laterally disposed and formed as lateral joists, and the joists 9000 may be longitudinally disposed and formed as longitudinal joists, at which time the lateral and longitudinal joists enclose to form a filling space.

The fabricated rib lattice building structure is capable of at least partially enclosing the filling space, and in a preferred embodiment, as shown in fig. 23, the fabricated rib lattice building structure of the filling space of the upper left corner includes three prefabricated rib floors 1000 and two rib girders 2000, the three prefabricated rib floors 1000 being juxtaposed and one rib girder being disposed between two adjacent prefabricated rib floors 1000.

Of course, the number of prefabricated rib structures 1000 of each fabricated rib structure may be other values, for example, the fabricated rib structure shown in the middle of fig. 23 includes two prefabricated rib structures 1000 and one rib beam 2000, and the rib beam 2000 is located between the two prefabricated rib structures 1000.

The joists 9000 are located between two adjacent prefabricated ribbed floors of an assembled ribbed lattice building structure. As shown in fig. 23, a vertically disposed joist 9000 is located between two transversely disposed fabricated ribbed lattice building structures and, correspondingly, a transversely disposed joist is located between two vertically disposed fabricated ribbed lattice building structures.

The connection between the fabricated rib lattice building structure and the side walls or beams 8000 and joists 9000 will be described below with reference to the accompanying drawings.

As shown in fig. 28 to 30, the side wall 8000 includes a wall portion 8001 and a pouring portion 8002; when constructing the building, the wall portion 8001 is formed by concrete casting, and the height of the wall portion 8001 is limited to a reasonable height, for example, a height of 2 meters to 3 meters or the like. The fabricated rib-lattice building structure is provided on the wall portion 8001 such that at least a part of the fabricated rib-lattice building structure is located to be erected on the wall portion 8001. For example, in actual use, the frame 1001 of the fabricated rib lattice building structure is erected on the wall portion 8001, so that the position of the frame 1001 can be preliminarily fixed.

On the other hand, a lug structure may be provided on the wall portion 8001, and in this case, the frame 1001 of the assembled rib lattice building structure may be set up on the lug structure.

When the prefabricated rib floor system 1000 of the fabricated rib lattice building structure is set, the connector 1003 of the prefabricated rib floor system 1000 is set above the wall body portion 8001, and when the pouring portion 8002 is obtained by means of concrete pouring, the connector 1003 of the prefabricated rib floor system 1000 is located inside the pouring portion 8002.

Moreover, the connection portion 4002 of the cover plate 4000 is also located in the casting portion 8002, and both the connection member 1003 of the prefabricated rib floor system 1000 and the connection portion 4002 of the cover plate 4000 can be anchored to the casting portion 8002, and also the casting portion 8002 and the prefabricated rib floor system 1000 and the cover plate 4000 can have higher connection strength and anchoring reliability.

In one embodiment, the extension steel bars 3001 of the laminated layer 3000 can also be located in the pouring portion 8002, and the extension steel bars 3001 can be formed into a bending structure, and the bending structure is adapted to the shape of the pouring portion 8002, so that the laminated layer 3000 and the pouring portion 8002 can have higher connection strength and anchoring reliability.

That is, when the building includes side walls, the casting 8002 is formed as a wall cast in place with the laminated layers.

When the building includes a boundary beam 8000, referring again to fig. 28-30, the component indicated by reference numeral 8001 may be a lower prefabricated boundary beam, and the component indicated by 8002 is a boundary beam cast integrally with the laminated layer; in another instance, the component indicated by reference numeral 8001 may be a support column, masonry, or blank structure, and the component indicated by 8002 is a side rail cast integrally with the laminate layer.

As shown in fig. 31 and 33, at least a portion of the connector 1003 of the prefabricated ribbed floor 1000 is located inside the joist 9000.

Thus, the connector 1003 of the prefabricated ribbed floor 1000 can be connected or anchored to the joist 9000. Of course, the connectors 1003 may be connected or anchored to each other at the location of the joists 9000, for example, the connectors 1003 of the prefabricated rib floor system 1000 of the adjacent assembled rib lattice building structure may be directly connected or anchored, or may be connected or anchored by a frame member provided inside the joists 9000, wherein the frame member may be a reinforcing bar provided along the length direction of the joists 9000 (or in a direction perpendicular or substantially perpendicular to the connectors 1003), the ends of the connectors 1003 may be formed with hooks, and the hooks may be hooked on the frame member, thereby enabling the connectors 1003 of the adjacent prefabricated rib floor system 1000 to be connected or anchored to each other, and at the same time, the frame member may be formed as a frame of the joists 9000, and enabling the rib beams to have higher strength and bearing capacity.

In a specific embodiment, the skeleton member may be a plurality of reinforcing bars, which may be arranged in a plurality of rows in a vertical direction, and each row of reinforcing bars may include a plurality of reinforcing bars. In a preferred embodiment, each row of rebar can also be positioned in correspondence with the connector 1003 of the prefabricated ribbed floor 1000 to facilitate connection of the connector 1003 to the skeletal member. More preferably, when the reinforcement bars of a certain row of the skeletal member include a plurality of reinforcement bars, the connector 1003 is connected to the reinforcement bar farthest therefrom, so that the connector 1003 can have the maximum length within the joist 9000, thereby improving the reliability of anchoring and also improving the connection strength between the prefabricated rib building cover 1000 and the joist 9000.

Similarly, in the present disclosure, the connection portion 4002 of the cover plate 4000 can be anchored to the joist 9000. Of course, the connection parts 4002 may be connected or anchored to each other at the positions of the joists 9000, for example, the connection parts 4002 of the adjacent cover plates 4000 may be directly connected or anchored, or may be connected by a frame member provided inside the joists 9000, wherein the frame member may be a reinforcing bar provided in the length direction of the joists 9000 (or in a direction perpendicular or substantially perpendicular to the connection parts 4002), the end parts of the connection parts 4002 may be formed with hooks, and the hooks may be hooked on the frame member, thereby enabling the connection parts 4002 of the adjacent cover plates 4000 to be connected or anchored to each other, and at the same time, the frame member may be formed as a frame of the joists 9000, and enabling the rib beams to have higher strength and bearing capacity.

In a specific embodiment, the reinforcement bars of the frame member can also correspond to the location of the connection portion 4002 of the cover plate 4000 to facilitate the connection of the connection portion 4002 to the frame member. More preferably, when the reinforcement bar of a certain row of the skeletal member includes a plurality of reinforcement bars, the connection portion 4002 is connected to the reinforcement bar farthest therefrom, so that the connection portion 4002 can have the maximum length within the joist 9000, thereby improving the strength and anchoring reliability of the joist 9000, and also improving the connection strength between the cover plate 4000 and the joist 9000.

The joist 9000 is provided with a lug structure and supports the fabricated rib lattice building structure by the lug structure. Moreover, the joists 9000 can be supported by support columns, thereby enabling the building to have a stronger bending resistance.

The bolster 9000 may be integrally cast concrete, may be a laminated reinforced concrete beam, or may be integrally prefabricated.

In the disclosure, when the area of the space structure is 0.8-2.5 square meters, namely when the space structure is formed into a square shape and the side length of the space structure is about 0.9-1.5m, the prefabricated rib floor is formed into a prefabricated dense rib floor; accordingly, when the area of the open lattice structure is 56-64 square meters, i.e., when the open lattice structure is formed in a square shape with a side length of 7-8m, the prefabricated rib floor is formed as a primary and secondary beam floor. I.e., the rib structure 1002 has a larger cross-sectional area, which may be referred to as a beam.

The prefabricated rib floor is mainly subjected to self weight and live load, and under the action of gravity, the upper part in the prefabricated rib floor generates compressive stress and the lower part generates tensile stress, so that the two components form resisting moment. Concrete is a brittle material which is suitable for compression resistance but not for tension, so that the lower tensile force needs to be borne by the steel bars, and the upper compressive force is borne by the concrete, so that the lower concrete becomes a load (encumbrance), namely an excessive dead weight load.

When the assembled rib lattice building structure disclosed by the disclosure is used, the T-shaped section just accords with the mechanical characteristic through the arrangement of the T-shaped rib beams, and a large amount of superfluous concrete at the lower part is saved.

When the assembled rib lattice building structure disclosed by the invention has the superposition layer, the T-shaped rib beam and the superposition layer work cooperatively, a T-shaped rib beam and a prefabricated rib floor provided with the superposition layer are combined in the same width, the load is a fixed value, the local areas of the T-shaped rib beam with the same width and the prefabricated rib floor provided with the superposition layer are basically the same bending resistance, so that the two bending resistance structures are arranged in the same width, and the bearing capacity is greatly increased when the T-shaped rib beam and the prefabricated rib floor provided with the superposition layer are combined into a whole to work cooperatively.

Considering the overall effect of the lamination layer: the prefabricated components can deform in advance because of replacing templates, the rigidity and the bearing capacity of the cast-in-situ full-size equivalent structure cannot be achieved after the laminated layers are poured, the cast-in-situ structure is not broken, that is, the prefabricated rib floor provided with the laminated layers is broken in bearing capacity, the bearing capacity of the post-cast T-shaped rib beam is not broken, and the overall bearing capacity is enhanced.

By combining the analysis of the situations, the assembled rib lattice building structure disclosed by the application is a cooperative structure, the T-shaped rib beams are main structural members and play an important role, the mechanical contribution of the T-shaped rib beams is very large, and the T-shaped rib beams can also enable the steel bars of the prefabricated rib floors at the two sides to be connected or anchored and penetrated at the joint to form a more superior bidirectional stress structure.

In the description of the present specification, reference to the terms "one embodiment/manner," "some embodiments/manner," "example," "a particular example," "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment/manner or example is included in at least one embodiment/manner or example of the application. In this specification, the schematic representations of the above terms are not necessarily for the same embodiment/manner or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments/modes or examples. Furthermore, the various embodiments/modes or examples described in this specification and the features of the various embodiments/modes or examples can be combined and combined by persons skilled in the art without contradiction.

Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present application, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.

It will be appreciated by those skilled in the art that the above-described embodiments are merely for clarity of illustration of the disclosure, and are not intended to limit the scope of the disclosure. Other variations or modifications will be apparent to persons skilled in the art from the foregoing disclosure, and such variations or modifications are intended to be within the scope of the present disclosure.

Claims

1. An assembled lattice spring layer garage, comprising:

a top plate;

a bottom plate;

at least one intermediate plate disposed between the top and bottom plates;

2. The assembled lattice jump garage of claim 1, further comprising:

3. The assembled lattice jump garage according to claim 2, characterized in that the spraying system comprises a spraying pipe and a spray head communicated with the spraying pipe, the spraying pipe is fixed on an outer wall or on an intermediate plate around the hollowed-out area, and the spray head is arranged to spray fire fighting liquid towards the transverse closing device, downwards and/or obliquely downwards.

4. The assembled lattice jump garage of claim 2, wherein the spray system comprises a spray pipe and a spray head, the spray pipe is disposed in a middle plate or support column, the spray pipe is disposed along a first direction, and the spray pipe is connected with a spray manifold, the spray manifold is disposed along a second direction, and the spray head is disposed in the spray manifold, wherein the first direction is different from the second direction.

5. The fabricated, lattice, skip-floor garage of claim 4, wherein at least one of the spray heads is configured to spray fire fighting liquid toward a lateral closure device, downward, and/or obliquely downward.

6. The assembled lattice spring garage of claim 4, wherein at least a portion of the spray manifold extends into the hollowed out area and is positioned below the transverse closure.

7. The fitted type lattice jump garage of claim 2, wherein at least a portion of the spray system is secured to an exterior wall of the fitted type lattice jump garage when the hollowed-out area is disposed adjacent the exterior wall.

8. The assembled lattice jump garage of claim 1, wherein the transverse closing means is selected from at least one of a transverse roller blind, a transverse pleated blind, a transverse roller blind, a gravity fire screen, a sloping gravity fire screen, and a fire resistant transverse cover.

9. The fabricated, rib-lattice, skip-floor garage of claim 1, wherein the fabricated, rib-lattice building structure further comprises:

10. The fabricated, latticed, skip-floor garage of claim 9, wherein when the fabricated, ribbed building structure has a lay-up, the ribbed beams are integrally formed with the lay-up by cast-in-place concrete and such that the ribbed beams are formed as T-shaped ribbed beams.

11. The assembled latticed skip-floor garage of claim 9, wherein when the cover plates are present in the assembled ribbed building structure, the rib beams are formed by cast-in-place concrete while the connection relationship between the rib beams and the cover plates is formed.

12. The assembled lattice spring garage of claim 9, wherein the rib members are disposed internally.

13. The assembled lattice spring garage of claim 1, wherein the laminated layer is at least partially above the cover plate.

14. The assembled lattice spring garage of claim 1, wherein no connectors are provided on the perimeter of the prefabricated ribbed floor or at least a portion of the perimeter of the prefabricated ribbed floor is provided with connectors.

15. The fabricated, lattice, skip-floor garage of claim 14, wherein when connectors are provided on the perimeter of the prefabricated ribbed floor, at least a portion of the connectors are located inside the ribs.

16. The fabricated, lattice, skip-floor garage of claim 15, wherein two adjacent connectors located inside the rib are connected to each other or the connectors are anchored inside the rib.

17. The fabricated, lattice, skip-floor garage of claim 9, wherein the rib beams include reinforcing members, at least portions of the reinforcing members being located adjacent to lower portions of the rib beams and/or at least portions of the reinforcing members being located in overlapping layers.

18. The assembled lattice spring garage of claim 9, wherein the lower surface of the rib beam is flush with or protrudes from the lower surface of the pre-ribbed floor.

19. The assembled lattice spring layer garage of claim 1, wherein at least a portion of the outer peripheral surface of the frame of the prefabricated ribbed floor is formed with at least one recessed structure.

20. The assembled latticed skip-floor garage of claim 1 wherein the upwardly concave space structures of the prefabricated ribbed floor are one or more of square, rectangular, diamond, triangular, circular, arcuate, or polygonal in shape, looking up at the prefabricated ribbed floor.

21. The assembled lattice spring garage of claim 1, wherein the cover plates are either prefabricated separately or can be replaced with steel carrier plates.

22. A building comprising the assembled lattice jump garage of any one of claims 1-21.