CN219654395U

CN219654395U - Spliced groove-shaped plate spring layer garage and building

Info

Publication number: CN219654395U
Application number: CN202321084283.3U
Authority: CN
Inventors: 请求不公布姓名
Original assignee: Gaoyinlang Co ltd
Current assignee: Shanghai Bopu Construction Technology Co ltd
Priority date: 2023-05-08
Filing date: 2023-05-08
Publication date: 2023-09-08
Anticipated expiration: 2033-05-08

Abstract

The present disclosure provides an assembled slot-type board spring layer garage, it includes: a top plate; a bottom plate; at least one intermediate plate; at least one hollowed-out area; a vertical closure device; wherein at least a partial region of the roof and/or intermediate panel is mainly constituted by a fabricated building structure; the fabricated building structure comprises a prefabricated groove template, a rib structure and a superposed layer; the prefabricated groove type plate at least comprises a first direction, and in the first direction, the prefabricated groove type plate comprises two opposite first direction end parts, wherein at least part of at least one first direction end part of the two first direction end parts is provided with a first connecting reinforcing steel bar; the rib structure is arranged at or near a spacing area between two prefabricated groove templates; the laminated layer is at least arranged on the prefabricated groove template, and the laminated layer and the rib structure are integrally formed through cast-in-place concrete. The present disclosure also provides a building.

Description

Spliced groove-shaped plate spring layer garage and building

Technical Field

The present disclosure relates to an assembled slot-type board 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, jump layer garages or LOFT garages are favored by more and more developers. However, due to the hollow-out areas and the high compression layer in the jump garage, compared with the traditional flat garage, the rigidity and strength of the jump garage can be reduced. This also affects the use of the fabricated building structure in a duplex garage.

On the other hand, the horizontal components of the assembled groove-type plate spring layer garage are generally prepared by solid plates, and the bearing capacity of the laminated building and the roof structure is always lost due to the fact that the laminated building and the roof structure are formed by prefabricating and on-site concrete in-situ lamination, and the bearing capacity improvement is significant under the condition of the same thickness, so that the bearing capacity improvement of the corresponding building components and the reduction of the dead weight are improved, and the factory prefabrication, the transportation and the on-site assembly are facilitated to be a key breakthrough direction.

Disclosure of Invention

In order to solve one of the technical problems, the present disclosure provides an assembled groove-shaped plate jump garage and a building, wherein the assembled groove-shaped plate jump garage can effectively enhance the bearing capacity of an overall superposition structure through a rib structure (T-shaped rib structure).

According to one aspect of the present disclosure, there is provided a split groove type board skip-floor 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 vertical sealing device is used for selectively surrounding at least part of the hollowed-out area; when fire disaster occurs and/or smoke is generated in the spliced type skip-floor garage, a smoke storage corridor is formed through the vertical sealing device, at least part of the smoke flows to the smoke storage corridor, and is discharged to the outside of the spliced type skip-floor garage through a smoke wind pipeline communicated with the smoke storage corridor;

wherein at least a partial region of the roof and/or intermediate panel is mainly constituted by a fabricated building structure; the fabricated building structure at least comprises a prefabricated groove template, a rib structure and a superposed layer; the prefabricated groove type plate at least comprises a first direction, and in the first direction, the prefabricated groove type plate comprises two opposite first direction end parts, wherein at least part of at least one first direction end part of the two first direction end parts is provided with a first connecting reinforcing steel bar; the rib structure is arranged at or near a spacing area between two prefabricated groove templates; the laminated layer is at least arranged on the prefabricated groove template, and the laminated layer and the rib structure are integrally formed through cast-in-place concrete.

According to at least one embodiment of the present disclosure, the assembled slot-type duplex garage further comprises:

and at least one part of the spraying system is arranged at the side of the vertical sealing device or near the edge and the corner of the hollowed-out area, and when a fire disaster and/or smoke is generated in the spliced groove-type plate spring layer garage, the spraying system can provide fire fighting liquid for at least one of the vertical sealing device, the middle plate and/or the bottom plate.

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

According to at least one embodiment of the present disclosure, the assembled slot-type board jump garage includes a spray pipe and a spray head, the spray pipe is disposed on a middle board 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.

A split-type channel-type skip-floor garage according to at least one embodiment of the present disclosure, the spray heads are configured to spray fire fighting liquid toward the vertical closure device, downward, and/or obliquely downward.

According to at least one embodiment of the present disclosure, when the hollowed-out area is disposed adjacent to an outer wall of the split-mount type groove-type jump-layer garage, at least a portion of the spray system is fixed to the outer wall.

According to at least one embodiment of the present disclosure, the vertical closing device is selected from at least one of a vertical roller blind, a vertical folding blind, a vertical side-shifting blind, and a gravity side-shifting blind.

According to at least one embodiment of the present disclosure, the assembled groove-shaped plate spring layer garage, the smoke storage gallery and the hollow area surrounded by the vertical sealing device belong to a fireproof partition or fireproof unit.

According to at least one embodiment of the present disclosure, the prefabricated trough type plate comprises at least a second direction, the second direction being different from the first direction; in the second direction, the prefabricated groove type plate comprises two opposite second direction end parts, wherein at least part of at least one second direction end part of the two second direction end parts is provided with a second connecting reinforcing steel bar.

According to at least one embodiment of the present disclosure, a split type channel-type skip-floor garage, the prefabricated channel-type comprises a plate body and a channel-type structure located on the plate body.

According to at least one embodiment of the present disclosure, the split type groove-shaped duplex garage is provided with a groove-shaped structure along the first direction.

A split-type slot-type skip-floor garage according to at least one embodiment of the present disclosure, the prefabricated slot-type board comprising:

the groove plate ribs are arranged on the plate body, and the groove structure is formed by more than two groove plate ribs.

A split-mount channel-type skip-floor garage according to at least one embodiment of the present disclosure, the channel-plate ribs include one or more of reinforced concrete, steel trusses, and steel pipes.

According to at least one embodiment of the present disclosure, a split-type channel-type skip-floor garage includes a steel bar truss or a steel pipe between two adjacent reinforced concrete.

According to at least one embodiment of the present disclosure, the assembled groove-shaped plate spring layer garage, the outer wall surface of the groove-shaped plate rib in the length direction is provided with a concave structure.

According to at least one embodiment of the present disclosure, the rib structure comprises a longitudinally extending rebar structure extending in a longitudinal direction along a separation region between two pre-formed channel plates.

A split-type channel-type skip-floor garage in accordance with at least one embodiment of the present disclosure, the first direction is parallel or substantially parallel to the length direction of the space between two prefabricated channel-type panels.

The assembled channel-type skip-floor garage according to at least one embodiment of the present disclosure, the rib structure includes a laterally extending rebar structure, at least a portion of which is located inside the rib structure, at least a portion of which is located above the prefabricated channel-type panels, and is formed as part of a stacked floor.

According to at least one embodiment of the present disclosure, the split-type channel-type skip-floor garage, the transversely extending reinforcement structure terminates near the middle of the width direction of the channel structure of the prefabricated channel-type board, or penetrates through the entire laminated layer.

According to at least one embodiment of the present disclosure, the assembled slot-type board skip-floor garage, the prefabricated slot-type board further comprises a pocket bottom structure for forming the pocket bottom plate of the rib structure.

A split-type slot-type spring-layer garage according to at least one embodiment of the present disclosure, the fabricated building structure being for a floor or roofing structure of an above-ground building or an underground building; or a parking level or roof structure for a motorized or non-motorized garage.

According to at least one embodiment of the present disclosure, at least a portion of at least one of the first connecting rebar and/or the second connecting rebar is positioned within the rib structure.

According to another aspect of the present disclosure, there is provided a building comprising the above-described split-type slot-type spring layer garage.

A building according to at least one embodiment of the present disclosure, further comprising:

a joist or a bearing wall, at least part of at least one of the first and/or second connection bars of the pre-grooved pattern plate forming part of the joist or bearing wall.

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 a split-type slot-type duplex garage according to various embodiments of the present disclosure.

Fig. 15-18 are structural schematic diagrams of fabricated building structures according to various embodiments of the present disclosure.

Fig. 19 is a schematic view of a structure of a pre-grooved template according to one embodiment of the present disclosure.

Fig. 20 is a cross-sectional view of fig. 19.

Fig. 21 is a schematic structural view of a pre-formed fluted plate rib according to another embodiment of the present disclosure.

Fig. 22 is a cross-sectional view of fig. 21.

Fig. 23 is a schematic structural view of a pre-grooved template according to yet another embodiment of the present disclosure.

Fig. 24 and 25 are structural schematic diagrams of fabricated building structures according to one embodiment of the present disclosure.

Fig. 26 is a schematic structural view of a pre-formed fluted plate rib according to one embodiment of the present disclosure.

Fig. 27 is a cross-sectional view of fig. 26.

Fig. 28 is a schematic structural view of a pre-grooved template according to another embodiment of the present disclosure.

Fig. 29 is a cross-sectional view of fig. 28.

Fig. 30 is a schematic structural view of a pre-grooved template according to yet another embodiment of the present disclosure.

Fig. 31 is a schematic structural view of a building according to one embodiment of the present disclosure.

Fig. 32 to 35 are schematic structural views of beam structures according to various embodiments of the present disclosure.

Fig. 36 to 37 are schematic structural views of a holding device according to various embodiments of the present disclosure.

Fig. 38 to 39 are schematic structural 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 a split-type slot-type skip-floor garage according to one embodiment of the present disclosure.

As shown in fig. 1, a split groove-type spring-deck garage of the present disclosure may include a top panel 110, a bottom panel 120, at least one intermediate panel 130, and an exterior wall 150. Those skilled in the art will appreciate that fig. 1 is only a portion of a split groove type 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 slot-type spring layer garage 100, and when the assembled slot-type spring layer garage 100 is formed as an underground parking garage, an overburden layer can be arranged above the top plate 110; when the assembled slot type spring layer garage 100 is formed as an above-ground parking garage, the top plate 110 is formed as the uppermost portion of the assembled slot type spring layer 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 split-type slot-type duplex 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 flue gas in the assembled groove-type plate spring layer garage 100 enters the air flue pipe 400 and is discharged through the gas flowing pipeline.

Specifically, the wind-smoke pipeline 400 may be connected to a fan, and accordingly, the fan is connected to the air-circulation pipeline, that is, the air-circulation pipeline is communicated with the wind-smoke pipeline 400 through the fan, so that smoke in the assembled type slot-type jump-layer garage 100 is discharged to the outside of the assembled type slot-type jump-layer garage 100 through the fan, or fresh air outside the assembled type slot-type jump-layer garage 100 is conveyed to the inside of the assembled type slot-type jump-layer garage 100 through the fan.

Those skilled in the art will appreciate that when the split groove-type spring-level garage of the present disclosure is formed as an above-ground parking garage, roof 110 may not be included.

The bottom plate 120 is formed as the bottom of the split type slot type skip-floor garage 100, and a parking space is provided on the bottom plate 120, for example, a space between the bottom plate 120 and the intermediate plate 130 adjacent to the bottom plate 120 is formed as the above-described parking space, at least one bottom driving lane for vehicles to pass through is provided in the parking space, and a bottom parking space is provided at least one side of the bottom driving 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 split type slot type skip-floor garage 100 having two parking floors is formed. When the number of the intermediate boards 130 is two, a split type slot type duplex garage 100 having three parking decks 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 split type slot-type board jump 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 assembled slot-type board-and-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 assembled slot-type board-and-jump garage through the access lane.

The spliced groove-type plate spring layer 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 is obvious to those skilled in the art that the number of the hollowed-out areas 180 can be set to be plural according to the size of the area of the garage in the whole split type slot type duplex 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 spliced groove-type plate spring layer garage 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 spliced groove-type plate 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 groove-type plate spring layer garage disclosed by the invention is used, under the normal state, the transverse sealing device 200 cannot realize sealing of the hollowed-out area 180, so that the assembled groove-type plate spring layer garage is more attractive due to the existence of the hollowed-out area 180, and meanwhile, the arrangement of pipelines in the assembled groove-type plate spring layer 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 split type groove-type plate jump 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 a split-type slot-type skip-floor garage according to another embodiment of the present disclosure.

As shown in fig. 2, the structure of the split type slot type duplex 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 stored to one side of the hollow area under the condition that no fire disaster or smoke is generated, and the hollow 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 split-type slot-type duplex garage includes two hollowed-out areas 180, wherein one of the two hollowed-out 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 disaster occurs in the assembled groove-type plate jump garage 100 to generate smoke, at least part of the smoke flows to the smoke storage corridor 510 and is discharged to the outside of the assembled groove-type plate jump garage 100 through the smoke pipe 400 communicated with the smoke storage corridor 510.

That is, when flue gas is generated inside the assembled slot-type plate spring layer 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 sealing device 500, at least part of the smoke flows to the smoke storage gallery 510, and is discharged to the outside of the split type groove type plate spring layer garage through the wind smoke pipe 400 communicated 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 130 belong to different fireproof partitions or fireproof units, and at this time, the fireproof partitions of each layer in the assembled slot-type 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 a hole area, 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 130 where the hollowed-out area 180 is located are connected through the hole area of the enclosure space of the vertical closing device 500, 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 130 belong to the same fireproof partition or fireproof unit, and therefore a cross-layer fireproof partition or fireproof unit is formed inside the split-type grooved plate 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.

Therefore, when the assembled groove-type plate spring layer garage 100 breaks out a fire, the hollow-out area 180 can be closed through 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 split-type groove-shaped plate spring layer garage 100 is changed, and as long as the vertical sealing device 500 does not have a hole opening area, namely, 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 a split-type channel-type skip-floor 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 a split-type channel-type skip-floor 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 a split-type channel-type skip-floor 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 a split-type channel-type skip-floor 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 diagram of a split-type channel-type skip-floor garage in accordance with at least one embodiment of the present disclosure.

As shown in fig. 7, when the vertical sealing device 500 is located in the middle of the split-type slot-type duplex garage, the vertical sealing 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 slot-type 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 schematic structural views of a split-type slot-type duplex 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 slot-type skip-floor 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 edges and corners of the hollowed-out area 180, and when a fire and/or smoke occurs inside the assembled slot-type skip-floor garage, 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.

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 a spraying system 700 for providing fire-fighting liquid to the top plate 110 in the assembled slot-type skip-floor garage, that is, a plurality of spraying systems 700 may be disposed inside the same assembled slot-type skip-floor 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 split-type slot-type duplex 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, where the spray head 720 is configured to spray fire-fighting liquid toward the lateral sealing device 200, so that, on one hand, at least part of the spray system 700 can be fixed to the outer wall 150, and, on the other hand, by the orientation of the spray head 720, the lateral sealing device 200 can be effectively protected.

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 middle plate 130, and the spray pipes 710 of the spray system 700 are arranged in the direction of the support beam 170 and are located near the support beam 170, thereby enabling the spray pipes 710 to be easily arranged within the split-type slot-type skip-floor 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, from this can be through the setting of spraying branch pipe 730 for the position and the quantity of shower nozzle in the whole pin-connected panel grooved plate spring layer garage satisfy fire control standard.

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 middle plate 130 are supported by a beam structure formed as an upturned beam, thereby enabling easier arrangement of the pipelines within the split type slot type duplex 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 the intermediate panel 130 is primarily comprised of fabricated building structures.

As shown in fig. 15 to 18, the fabricated building structure may include a prefabricated groove type panel 1000, a rib structure 2000, and a lamination layer 3000, etc.

Fig. 19 is a schematic structural view of a pre-formed fluted plate rib according to one embodiment of the present disclosure. Fig. 20 is a cross-sectional view of fig. 19.

As shown in fig. 19 and 20, the prefabricated groove-type plate 1000 may be prefabricated in a factory and transported to a construction site for installation, or may be prefabricated in a pit where the building is constructed and directly installed, thereby effectively improving the construction speed of the building.

In one embodiment, as shown in fig. 19 and 20, the pre-groove pattern 1000 includes a first direction in which the pre-groove pattern 1000 includes two opposite first direction ends, wherein at least part of the two first direction ends are provided with first connection bars 1003. Wherein the first direction end parts are arranged at two sides or at preset intervals from the two sides.

Taking fig. 19 and 20 as an example, the pre-grooved plate 1000 is formed in a square structure, preferably a rectangular structure; the first direction is the longitudinal direction of the pre-grooved pattern plate 1000. Of course, the pre-groove type plate 1000 of the present disclosure may have other shapes, and the first direction may be set according to the installation position of the pre-groove type plate 1000 and the first connection bars 1003 may be provided at both first direction ends of the first direction.

In the present disclosure, at least part of the first connecting bar 1003 provided at both first direction ends includes: a first connection bar 1003 is provided in one of the two first direction ends, and a first connection bar 1003 is provided in both of the two first direction ends; further, when a first connecting bar 1003 is provided at one of the first direction ends, the first connecting bar 1003 is provided only at a partial region of the first direction end.

In a specific structure, as shown in fig. 19 and 20, the prefabricated groove-type board 1000 includes a board body 1001 and a groove-type board rib 1002.

The plate body 1001 may be integrally formed with the channel plate rib 1002 by a reinforced concrete pouring method, thereby enabling the prefabricated channel plate 1000 to have high strength. Wherein the plate body 1001 is formed in a flat plate structure and has two first direction ends along a first direction, and accordingly, first connecting bars 1003 are disposed at the two first direction ends of the plate body 1001, preferably, a portion of the first connecting bars 1003 is located inside the plate body 1001 and is connected or anchored with the bars in the plate body 1001 or is formed integrally with the bars in the plate body 1001, and a portion of the first connecting bars 1003 is located outside the plate body 1001, that is, the first connecting bars 1003 are disposed at the two first direction ends of the plate body 1001 in the first direction.

In a preferred embodiment, the first connecting bar 1003 also extends in the first direction so that the pre-grooved pattern 1000 is only subjected to tensile stress and not to forces in other directions as much as possible.

The groove plate rib 1002 is disposed on the plate body 1001, and the groove structure is formed by more than two groove plate ribs 1002, for example, when the number of the groove plate ribs 1002 is two, the groove structure includes one groove; correspondingly, when the number of the groove plate ribs 1002 is M and M is more than or equal to 2, a groove is formed between two adjacent groove plate ribs 1002, and at this time, the groove structure comprises M-1 grooves; that is, in the present disclosure, the groove structure is located above the plate 1001, i.e., the groove structure forms a notch with an upward opening.

In a preferred embodiment, as shown in fig. 19 and 20, the number of the groove plate ribs 1002 is two, and the two groove plate ribs 1002 are disposed along a first direction and spaced apart from each other by a distance, so that a region between the two groove plate ribs 1002 forms a groove-shaped structure, and a length direction of the groove-shaped structure is parallel to the first direction; accordingly, the second direction, i.e., the arrangement direction of the two groove plate ribs, i.e., the width direction of the groove-shaped structure is formed as the above-described second direction.

The channel plate ribs 1002 of the present disclosure may be disposed parallel to each other and such that the channel structure has substantially the same dimensions at different locations; of course, depending on the shape of the plate 1001, the slot plate ribs 1002 of the present disclosure may not be disposed along the first direction, for example, the slot plate ribs 1002 may be disposed along a direction at an angle to the first direction; further, the slot plate ribs 1002 may not be parallel to each other.

Fig. 21 is a schematic structural view of a pre-grooved template according to another embodiment of the present disclosure. Fig. 22 is a cross-sectional view of fig. 21.

As shown in fig. 21 and 22, the pre-grooved plate 1000 of the present disclosure may include two groove-type structures, and accordingly, the number of groove plate ribs 1002 is set to three. In a preferred embodiment, the groove plate rib 1002 is formed with a recess 1004 near the outer wall surface of one end of the plate body 1001, thereby enabling a greater connection strength between the groove plate rib 1002 and the lamination layer 3000. Accordingly, the slot plate rib 1002 and the rib structure 2000 also have a high connection strength therebetween.

As shown in fig. 23, the pre-grooved plate 1000 of the present disclosure may include three grooved structures, and accordingly, the number of groove plate ribs 1002 is set to four.

In the present disclosure, when the number of the groove structures is two or more, the groove structures may be the same or different from each other. For example, these slot-type structures may have different spacing widths, etc.

A portion of the first connection bar 1003 is positioned inside the plate 1001, and the other end thereof protrudes from the plate 1001. When the inside of the plate body 1001 is provided with reinforcing bars, the first connection reinforcing bars 1003 may be connected to or anchored to the reinforcing bars inside the plate body 1001, thereby enabling a large tensile stress to be applied between the first connection reinforcing bars 1003 and the plate body 1001.

Referring again to fig. 15-18, in the fabricated building structure of the present disclosure, the rib structure 2000 is disposed at or near the spaced-apart region between two pre-grooved plates 1000. The rib structure 2000 in the present disclosure may be formed as a T-shaped rib structure, i.e. the rib structure 2000 and the lamination layer 3000 together form a T-shaped section or an i-shaped section with better mechanical properties, and the lamination layer 3000 may also be referred to as a flange.

As shown in fig. 15, the pre-formed channel plate 1000 may further include a pocket structure 1005. In a preferred embodiment, the pocket structure 1005 is formed by extending the plate body 1001 outwardly, i.e., the pocket structure 1005 is lower in height than the lower ends of the channel plate ribs 1002.

When two pre-grooved plates 1000 are arranged side by side, the pocket bottom structures 1005 of two adjacent pre-grooved plates 1000 may be closely disposed and formed as pocket bottom plates of the rib structures 2000, and accordingly, the groove plate ribs 1002 of two adjacent pre-grooved plates 1000 have a predetermined interval therebetween, and the rib structures 2000 are formed within the interval.

In the present disclosure, therefore, when the rib structure 2000 is formed, the structure such as a form is not required, thereby facilitating the acceleration of the construction speed of the building.

As shown in fig. 16, the fabricated building structure of the present disclosure may also not include a pocket structure, and accordingly, there is a space between two adjacent pre-grooved plates 1000, i.e., a space between the plate bodies 1001 of the two pre-grooved plates 1000, and a space between the groove plate ribs 1002 of the two pre-grooved plates 1000, the rib structure 2000 being formed at or near the space region.

As shown in fig. 16, the lower surface of the rib structure 2000 can be flush with the lower surface of the pre-grooved plate 1000. In another embodiment, as shown in fig. 17, the lower surface of the rib structure 2000 is lower than the lower surface of the pre-grooved plate 1000 by a predetermined distance, so that at least a portion of the rib structure 2000 protrudes from the pre-grooved plate 1000, thereby enabling to increase the sectional height and sectional area of the rib structure 2000, and further enabling to enhance the mechanical properties of the fabricated building structure.

In a more preferred embodiment, as shown in fig. 18, the lower end of the rib structure 2000 protrudes from the lower surface of the pre-form panel 1000 and is located right under the pre-form panel 1000, and at this time, the rib structure 2000 can be formed in an i-shape, so that the rib structure 2000 can directly apply an upward force to the pre-form panel 1000 to further improve the mechanical properties of the fabricated building structure.

As to the structure of the rib structure 2000, as shown in fig. 15 to 18, the rib structure 2000 includes a longitudinally extending rebar structure 2001, and the longitudinally extending rebar structure 2001 extends in the length direction of the space between the two pre-grooved plates 1000 (i.e., the space-region length direction).

For example, the first direction may be parallel or substantially parallel to the length direction of the space between the two pre-grooved pattern plates 1000, and the longitudinally extending rebar structures 2001 may extend in the first direction or in a direction substantially parallel to the first direction.

In the present disclosure, the longitudinally extending rebar structure 2001 includes a first rebar disposed in a first direction or extending in a direction substantially parallel to the first direction, and a stirrup for binding the first rebar, a tie for performing a drawknot function, or the like. More preferably, a different number of first reinforcing bars or the like may be provided according to the size of the cross-sectional area of the rib structure 2000.

Further, the rib structure 2000 includes a laterally extending rebar structure 2002, at least a portion of the laterally extending rebar structure 2002 being located within the rib structure 2000, at least partially above the pre-grooved plate 1000, and formed as part of the laminate 3000.

That is, the laterally extending rebar structure 2002 enables the rib structure 2000 and the laminate 3000 to be formed as a more resistant integrated structure. At this time, the laterally extending rebar structure 2002 may be fixed or anchored to the longitudinally extending rebar structure 2001 of the rib structure 2000.

In a preferred embodiment, the transversely extending rebar structure 2002 terminates near the widthwise middle of the channel structure of the pre-channel plate 1000, enabling, on the one hand, higher strength of the laminate 3000 and, on the other hand, a conservation of rebar.

In the present disclosure, as shown in fig. 15 to 18, the lamination layer 3000 is disposed at least above the pre-grooved plate 1000, and the lamination layer 3000 and the rib structure 2000 are integrally formed by cast-in-place concrete.

That is, the upper surface of the lamination layer 3000 of the present disclosure is formed as the upper surface of the building structure, and further formed as the upper surface of the building. Thus, the lamination layer 3000 is disposed to cover the pre-grooved pattern plate 1000, and at least a portion of the lamination layer 3000 is located inside the grooved structure of the pre-grooved pattern plate 1000.

Thus, by providing the prefabricated groove type panel 1000 and the laminated layer 3000, the fabricated building structure can be formed into a substantially solid structure, and can have high strength.

In the present disclosure, the reinforcing steel bars are disposed in the lamination layer 3000, so that the strength of the lamination layer 3000 can be improved, and the lamination layer 3000 can participate in common stress. That is, in addition to the laterally extending rebar structure, other rebar is disposed within the laminate 3000, for example, the rebar can be disposed in a direction parallel or substantially parallel to the first direction.

The fabricated building structure of the present disclosure is used for floor or roofing structures of above-ground or below-ground buildings; or a parking level or roof structure for a motorized or non-motorized garage.

When the assembled building structure is used, the notch of the groove-shaped structure of the prefabricated groove-shaped plate 1000 is placed upwards, so that the prefabricated groove-shaped plate 1000, the rib structure 2000 and the lamination layer 3000 can be formed into a tightly connected integral structure and can be stressed together integrally.

The pre-form panel 1000 of the present disclosure, when manufactured, has its panel body 1001 formed at or near a right angle to the channel rib 1002, providing this area with a chamfer or rounded corner to facilitate demolding during pre-forming.

Fig. 24 and 25 are structural schematic diagrams of fabricated building structures according to one embodiment of the present disclosure. Fig. 26 is a schematic structural view of a pre-formed fluted plate rib according to one embodiment of the present disclosure. Fig. 27 is a cross-sectional view of fig. 26.

In the present disclosure, more preferably, as shown in fig. 26 and 27, the pre-groove template 1000 further includes at least a second direction, which is different from the first direction; in the second direction, the pre-groove template 1000 includes two second direction ends disposed opposite to each other, wherein at least a portion of at least one of the second direction ends is provided with a second connection bar 1006. That is, the pre-grooved pattern plate 1000 of the present disclosure includes at least a first direction.

As shown in fig. 26 and 27, the pre-grooved plate 1000 is formed in a square structure, preferably a rectangular structure; the first direction may be a length direction of the pre-groove template 1000, that is, a left-right direction of the pre-groove template 1000 shown in fig. 26; accordingly, the second direction may be a width direction of the pre-groove pattern 1000, i.e., an up-down direction of the pre-groove pattern 1000 shown in fig. 26.

Fig. 26 and 27 show a case where the first direction and the second direction are perpendicular. However, the first direction and the second direction of the pre-grooved plate 1000 of the present disclosure may not coincide, that is, may be at a certain angle, and it is not necessarily required that the first direction and the second direction are perpendicular.

When the pre-groove template 1000 is formed into a structure with other shapes, the first direction and the second direction may be set according to the installation position of the pre-groove template 1000, which will not be described herein.

In the present disclosure, providing the second connecting bar 1006 at least in part at the two second direction ends includes: a second connection bar 1006 is provided at one of the two second direction ends, and a second connection bar 1006 is provided at both of the two second direction ends; when the second connecting bar 1006 is provided at one of the second direction end portions, the second connecting bar 1006 is provided only in a partial region of the second direction end portion.

Fig. 28 is a schematic structural view of a pre-grooved template according to another embodiment of the present disclosure. Fig. 29 is a cross-sectional view of fig. 28.

As shown in fig. 28 and 29, the pre-grooved plate 1000 of the present disclosure may include two groove-type structures, and accordingly, the number of groove plate ribs 1002 is set to three. In a preferred embodiment, the groove plate rib 1002 is formed with a recess 1004 near the outer wall surface of one end of the plate body 1001, thereby enabling a greater connection strength between the groove plate rib 1002 and the lamination layer 3000. Accordingly, the slot plate rib 1002 and the rib structure 2000 also have a high connection strength therebetween.

As shown in fig. 30, the pre-grooved plate 1000 of the present disclosure may include three grooved structures, and accordingly, the number of groove plate ribs 1002 is set to four.

In the present disclosure, specifically, the plate 1001 has a second direction and two ends along the second direction, which are formed as the two second direction ends, that is, the second connection bars 1006 are disposed at the two ends of the plate 1001 in the second direction; more preferably, the second connection bar 1006 is configured to extend in the second direction, thereby providing the pre-grooved pattern 1000 of the present disclosure with better load bearing capability. Similarly, a portion of the second connection bar 1006 is located inside the plate body 1001 and is connected or anchored to the bar in the plate body 1001 or is formed integrally with the bar in the plate body 1001, and a portion of the second connection bar 1006 is located outside the plate body 1001, that is, the second connection bar 1006 is disposed at both ends of the plate body 1001 in the second direction.

In this disclosure, a portion of the second connection bar 1006 is located inside the plate 1001, and the other end extends out of the plate 1001. When the plate 1001 is internally provided with reinforcing bars, the second connection reinforcing bars 1006 may be connected to or anchored to the reinforcing bars inside the plate 1001, thereby enabling a large tensile stress to be applied between the second connection reinforcing bars 1006 and the plate 1001.

As shown in fig. 31, the building includes the above-described fabricated building structure; moreover, the building further comprises a supporting device 4000, wherein the supporting device 4000 may be a joist or a supporting wall. That is, the bearing device 4000 is formed as a bearing wall (or side wall) when it is positioned at an edge of a building, and accordingly, may be formed as a joist or a bearing wall when the bearing device 4000 is positioned at an interior of a building.

Accordingly, the building can be divided into different areas by a plurality of beam structures 5000, and in one embodiment, the beam structures 5000 are disposed along a length or first direction of the pre-grooved pattern 1000, and at least one pre-grooved pattern 1000 is disposed within each area. In one specific example, as shown in fig. 31, 6 pre-grooved plates 1000 may be provided in one area.

As shown in fig. 32, the beam structure 5000 can be supported by a support structure, and the specific structure of the beam structure 5000 is similar to a rib structure and also includes a longitudinally extending reinforcement structure and a transversely extending reinforcement structure, and a portion of the transversely extending reinforcement structure of the beam structure 5000 is fixed or anchored to the longitudinally extending reinforcement structure and a portion is located above the pre-grooved board 1000, so that the portion is formed inside the laminated layer 3000 or is formed as a part of the laminated layer 3000.

As shown in fig. 33, the cross-sectional area of the beam structure 5000 may vary according to specific items. For example, in the example shown in fig. 32, the beam structure 5000 has a larger width, and accordingly, in the example shown in fig. 33, the width of the beam structure 5000 is smaller.

In the example shown in fig. 34 and 35, the beam structure 5000 is provided with the pre-grooved pattern plate 1000 at one side and the pre-grooved pattern plate 1000 is not provided at the other side of the beam structure 5000, and in this case, the beam structure 5000 may be a beam structure formed on a wall body, whereby the beam structure is formed as a part of an exterior wall.

As shown in fig. 36 and 37, both ends of the pre-grooved plate 1000 in the first direction are formed as a supporting means 4000, for example, as a supporting beam. The first connection bar 1003 of the pre-grooved plate 1000 can be inserted into the holding device 4000, and when the holding device 4000 is formed by casting concrete, the first connection bar 1003 can be formed as a part of the holding device 4000, whereby the holding device 4000 and the pre-grooved plate 1000 can be formed as an integral structure, so that the entire building is stressed as a whole.

In a preferred embodiment, the support device may include a lug, and the pre-form plate 1000 is supported by the lug, so that the pre-form plate 1000 can be accurately positioned during construction of a building.

As shown in fig. 38, the rib structure 2000 can be integrally formed with the supporting device 4000 or the beam structure 5000, and accordingly at least part of the reinforcement bars of at least part of the longitudinally extending reinforcement structures of the rib structure 2000 can be inserted into or anchored to the supporting device 4000 or the beam structure 5000, thereby providing a better mechanical property between the rib structure 2000 and the supporting device 4000 or the beam structure 5000.

In a preferred embodiment, as shown in fig. 39, the channel plate ribs 1002 may comprise one or more of reinforced concrete, steel bar trusses or steel tube, steel bar composite trusses. That is, in the same channel plate rib 1002, it may be partially reinforced concrete, partially steel bar truss, or partially steel pipe structural combination. At this time, the groove plate rib 1002 is an intermittent groove plate rib, so that part of the structure of the groove plate rib 1002, such as a steel bar truss, a steel pipe or a steel bar combined truss, can be positioned in the concrete of the laminated layer, so that the groove plate rib 1002 and the laminated layer form a tighter integral stress structure, and the load bearing capacity of the whole assembled building structure is improved.

Still further, as shown in fig. 39, in a certain of the channel plate ribs 1002, reinforced concrete may be included at intervals, and only one of the steel bar trusses, steel pipes or steel bar composite trusses is disposed in two adjacent spaced concrete, and accordingly, when the laminated layer is cast, the concrete can be attached to the position of the steel bar trusses, steel pipes or steel bar composite trusses to form a reinforced concrete structure, thereby being capable of preventing the prefabricated channel plate from being separated from the laminated layer.

In a preferred embodiment, at least a portion of the steel truss, steel pipe or steel bar composite truss is located within the slab 1001 or within the reinforced concrete of the channel plate rib 1002, for example anchored or connected to the steel bars within the channel plate rib 1002, and correspondingly the remainder is located above the slab 1001. Preferably, the steel bar truss, steel pipe or steel bar combination truss is located in the extending direction of the channel plate rib 1002, thereby facilitating prefabrication, transportation and field installation of the prefabricated channel plate 1000.

In the present disclosure, at least a portion of the second connecting rebar 1006 is located within the beam structure 5000, such as being connected or anchored to a transversely extending rebar structure or a longitudinally extending rebar structure of the beam structure 5000. After the beam structure 5000 is formed by means of cast-in-place concrete, the second connection reinforcing bars 1006 can be formed as a part of the beam structure 5000, and thus the beam structure 5000 and the prefabricated groove type plate 1000 can be formed as an integral structure, so that the whole building is stressed as a whole.

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 slot-type board spring layer garage, which is characterized by comprising:

a top plate;

a bottom plate;

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

2. The split type slot-type duplex garage of claim 1, further comprising:

3. The split type groove-type board jump garage according to claim 2, wherein the spraying system comprises a spraying pipeline and a spray head communicated with the spraying pipeline, the spraying pipeline is fixed on an outer wall or on an intermediate board around the hollowed-out area, and the spray head is arranged to spray fire fighting liquid towards the vertical sealing device, downwards and/or obliquely downwards.

4. The split type trough type plate spring layer garage according to claim 2, wherein the spray system comprises a spray pipe and a spray head, the spray pipe is arranged on the middle plate or the support column, the spray pipe is arranged along a first direction, the spray pipe is connected with a spray branch pipe, the spray branch pipe is arranged along a second direction, and the spray head is arranged on the spray branch pipe, wherein the first direction is different from the second direction.

5. The split trough type skip-floor garage of claim 4, wherein the spray heads are configured to spray fire fighting liquid toward the vertical closure device, downward, and/or obliquely downward.

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

7. The split trough type spring-deck garage of claim 1, wherein said vertical closure means is selected from at least one of a vertical roller blind, a vertical pleated blind, a vertical side-shifting blind, and a gravity-type side-shifting blind.

8. The split mounting type slot-type board jump garage of claim 1, wherein the hollowed-out area surrounded by the smoke storage corridor and the vertical sealing device belongs to a fireproof partition or a fireproof unit.

9. The split type slot-type duplex garage of claim 1, wherein the pre-formed slot-type panel includes at least a second direction, the second direction being different from the first direction; in the second direction, the prefabricated groove type plate comprises two opposite second direction end parts, wherein at least part of at least one second direction end part of the two second direction end parts is provided with a second connecting reinforcing steel bar.

10. The split type channel-type skip-floor garage of claim 1 or 9, wherein the prefabricated channel-type board comprises a board body and a channel-type structure positioned on the board body.

11. The split type channel-type skip-floor garage of claim 10, wherein said channel-type structure is disposed along said first direction.

12. The split type slot-type duplex garage of claim 10, wherein the pre-formed slot-type comprises:

13. The split, channel-type, skip-floor garage of claim 12, wherein the channel ribs comprise one or more of reinforced concrete, steel trusses, and steel pipes.

14. The split, channel-type, skip-floor garage of claim 13, wherein two adjacent reinforced concrete structures comprise a steel truss or steel pipe therebetween.

15. The split type channel-type skip-floor garage as recited in claim 12 wherein the longitudinal outer wall surfaces of said channel ribs are provided with a recessed structure.

16. The split cell-type plate skip-floor garage of claim 1 or 9, wherein the rib structure comprises a longitudinally extending rebar structure extending in a lengthwise direction along a spaced area between two prefabricated cell-type plates.

17. The split type channel-type skip-floor garage of claim 16 wherein the first direction is parallel or substantially parallel to a length of a space between two prefabricated channel-type panels.

18. The split cell-type board skip-floor garage of claim 16, wherein the rib structure includes a transversely extending rebar structure, at least a portion of which is located within the rib structure, at least a portion of which is located above the prefabricated cell-type board, and is formed as part of the laminate layer.

19. The split type channel-type skip-floor garage of claim 18, wherein said transversely extending rebar structures terminate near a widthwise middle of said pre-channel-type channel structure or through the entire stack.

20. The split cell-type plate spring layer garage of claim 1 or 9, wherein the pre-formed cell-type plate further comprises a pocket floor structure for forming a pocket floor of the rib structure.

21. The split cell-type plate jump garage of claim 1 or 9, wherein the fabricated building structure is used for floor or roof structures of above-ground or underground buildings; or a parking level or roof structure for a motorized or non-motorized garage.

22. The split, channel-type, skip-floor garage of claim 1 or 9, wherein at least a portion of at least one of the first connecting rebar and/or the second connecting rebar is located within the rib structure.

23. A building comprising the assembled slot-type spring layer garage of any one of claims 1-22.

24. The building of claim 23, further comprising: