CN220377962U - Assembled groove-shaped plate parking garage and building - Google Patents

Abstract

The present disclosure provides an assembled slot-type board parking garage, comprising: a bottom plate; a top plate; at least one sandwich panel; the upper space and the lower space of the sandwich plate can be communicated through the hollow-out area; wherein at least a partial region of the roof and/or sandwich 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

Assembled groove-shaped plate parking garage and building

Technical Field

The present disclosure relates to an assembled slot-type board parking 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.

In conventional buildings, such as parking garages, there are a large number of horizontal elements, such as floor panels and roof panels, which are subjected to a large amount of force. The laminated building and roof structure is a secondary forming structure of precast products and site concrete cast-in-situ lamination, so that the bearing capacity is often not lost, but the bearing capacity is improved under the condition of the same thickness, so that the bearing capacity of corresponding building components is improved, the dead weight is reduced, and the factory prefabrication, transportation and site assembly are facilitated to be a key breakthrough direction.

Disclosure of Invention

To solve one of the above technical problems, the present disclosure provides an assembled slot-type board parking garage and a building.

According to one aspect of the present disclosure, there is provided a fabricated slot-type slab parking garage, comprising:

a bottom plate;

the top plate is arranged above the bottom plate and is formed into the top of the assembled groove-type plate parking garage;

The at least one sandwich plate is arranged between the bottom plate and the top plate, and parking spaces are formed between the bottom plate and the sandwich plate and between the sandwich plate and the top plate; and

the upper space and the lower space of the sandwich plate can be communicated through the hollow-out area;

wherein at least a partial region of the roof and/or sandwich 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.

According to the assembled slot-type slab parking garage of at least one embodiment of the present disclosure, when the number of the sandwich slabs is two or more, parking spaces are also formed between adjacent sandwich slabs.

A fabricated slot pattern parking garage according to at least one embodiment of the present disclosure, the pre-fabricated slot pattern including 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 prefabricated trough type slab parking garage includes a slab body and a trough type structure located on the slab body.

A fabricated slot-type board parking garage according to at least one embodiment of the present disclosure, the slot-type structure being disposed along the first direction.

A fabricated slot pattern parking garage according to at least one embodiment of the present disclosure, the pre-fabricated slot pattern comprising:

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

The channel plate rib comprises one or more of reinforced concrete, steel bar trusses, steel pipes, steel bar composite trusses, and the like, in accordance with at least one embodiment of the present disclosure.

According to at least one embodiment of the present disclosure, the assembled channel-type slab parking garage includes a steel bar truss, a steel tube or a steel bar composite truss between two adjacent reinforced concrete.

According to at least one embodiment of the present disclosure, the outer wall surface of the slot plate rib in the length direction is provided with a concave structure.

The rib structure according to at least one embodiment of the present disclosure includes a longitudinally extending rebar structure extending in a lengthwise direction along a spaced area between two pre-formed channel plates.

The first direction is parallel or substantially parallel to the length direction of the space between two pre-formed trough plates, in accordance with at least one embodiment of the present disclosure.

The assembled channel plate parking garage according to at least one embodiment of the present disclosure, the rib structure comprises a laterally extending rebar structure, at least part of which is located inside the rib structure, at least part of which is located above the prefabricated channel plate, and is formed as part of a laminate layer.

The transversely extending rebar structures according to at least one embodiment of the present disclosure terminate near the widthwise middle of the channel structure of the prefabricated channel panel or through the entire laminate layer.

The prefabricated well-shaped plate parking garage according to at least one embodiment of the present disclosure further includes a pocket bottom structure for forming a pocket floor of the rib structure.

A fabricated slot-type slab parking 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.

At least a portion of at least one of the first connection rebar and/or the second connection rebar is located inside the rib structure according to a fabricated slot-type board parking garage of at least one embodiment of the present disclosure.

According to another aspect of the present disclosure, there is provided a building comprising the above-described fabricated slot-type board parking 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 is a schematic top plate structure of an assembled slot-type slab parking garage according to one embodiment of the present disclosure.

Fig. 2 is a schematic structural view of a sandwich plate of an assembled slot-type plate parking garage according to one embodiment of the present disclosure.

Fig. 3 is a schematic structural view of an assembled slot-type slab parking garage according to one embodiment of the present disclosure.

Fig. 4-7 are structural schematic diagrams of fabricated building structures according to various embodiments of the present disclosure.

Fig. 8 is a schematic structural view of a pre-grooved template according to one embodiment of the present disclosure.

Fig. 9 is a cross-sectional view of fig. 8.

Fig. 10 is a schematic structural view of a pre-formed fluted plate rib according to another embodiment of the present disclosure.

Fig. 11 is a cross-sectional view of fig. 10.

Fig. 12 is a schematic structural view of a pre-grooved template according to yet another embodiment of the present disclosure.

Fig. 13 and 14 are structural schematic diagrams of fabricated building structures according to one embodiment of the present disclosure.

Fig. 15 is a schematic structural view of a pre-formed fluted plate rib according to one embodiment of the present disclosure.

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

Fig. 17 is a schematic view of a structure of a pre-grooved pattern plate according to another embodiment of the present disclosure.

Fig. 18 is a cross-sectional view of fig. 17.

Fig. 19 is a schematic view of a structure of a pre-grooved pattern plate according to yet another embodiment of the present disclosure.

Fig. 20 is a schematic structural view of a building according to one embodiment of the present disclosure.

Fig. 21 to 24 are schematic structural views of beam structures according to various embodiments of the present disclosure.

Fig. 25 to 26 are schematic structural views of a holding device according to various embodiments of the present disclosure.

Fig. 27 to 28 are schematic structural views of buildings according to various embodiments of the present disclosure.

The reference numerals in the drawings specifically are:

10 bottom plate

20 roof

30 sandwich panel

40 hollow area

1000 prefabricated groove type plate

1001 plate body

1002 groove plate rib

1003 first connecting bar

1004 concave structure

1005 bottom structure

1006 second connecting bar

2000 rib structure

2001 longitudinally extending reinforcing bar structure

2002 transverse extension reinforcing bar structure

3000 superimposed layers

4000 supporting device

5000 beam structure.

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 view of a roof 20 structure of an assembled slot-type slab parking garage according to one embodiment of the present disclosure. Fig. 2 is a schematic structural view of a sandwich plate 30 of a fabricated slot-plate parking garage according to one embodiment of the present disclosure. Fig. 3 is a schematic structural view of an assembled slot-type slab parking garage according to one embodiment of the present disclosure.

As shown in fig. 1 to 3, the assembled slot-type board parking garage of the present disclosure may include: a bottom plate 10, a top plate 20, at least one sandwich plate 30, etc.

The floor 10 is formed as a bottom of the assembled slot-type board parking garage, and a bottom traffic lane and a bottom parking space located at least one side of the bottom traffic lane are provided on the floor 10.

The top plate 20 and the bottom plate 10 are disposed at a predetermined distance above the bottom plate 10, and the predetermined distance may be determined according to the number of the sandwich panels 30, for example, when the sandwich panels 30 are one layer, the distance between the top plate 20 and the bottom plate 10 may be 5-6m; accordingly, when the sandwich panel 30 is two-layered, that is, when there is a distance of about 2-3m between the two sandwich panels 30, the distance between the top panel 20 and the bottom panel 10 may be set to 7-9m, respectively.

The roof 20 of the present disclosure is formed as the top of the fabricated slot-type slab parking garage; when the fabricated slot-type slab parking garage is formed as an above-ground parking garage, it may not include the roof 20.

The sandwich panel 30 is disposed between the top panel 20 and the bottom panel 10. In the present disclosure, the sandwich panels 30 may be provided at least one in the vertical direction, for example, when the number of sandwich panels 30 is one, a fabricated slot-type board parking garage having two parking floors is formed. When the number of sandwich panels 30 is two, a fabricated slot-type panel parking garage having three parking levels is formed. Of course, the sandwich panels 30 may also be provided in three, four, five, etc. quantities.

That is, when the number of the sandwich panels 30 of the present disclosure is two or more, these sandwich panels 30 are arranged in a state of being arranged in the height direction.

Each sandwich panel 30 includes: at least one intermediate driving lane for the passage of vehicles, and an intermediate parking space, which is provided on at least one side of the intermediate driving lane, in which case the vehicles can also be parked in the intermediate parking space.

In the present disclosure, when the sandwich panels 30 are provided in at least two, the sandwich panels 30 may be disposed in parallel; for example, the sandwich panels 30 are each arranged in a certain horizontal plane; more preferably, the sandwich panels 30 may be parallel to the top and bottom panels 20, 10, i.e. the top panel 20, the bottom panel 10 and the sandwich panels 30 are all arranged in a certain horizontal plane.

Of course, the sandwich panel 30, the top panel 20 and the bottom panel 10 may not be disposed parallel to each other, and may be selectively disposed according to the specific circumstances of the project by those skilled in the art.

In the present disclosure, when the sandwich panel 30 is one, the distance between the sandwich panel 30 and the bottom panel 10 is the same as or the difference between the sandwich panel 30 and the top panel 20 is within a preset range, so that the two parking levels have substantially the same level height.

On the other hand, when the number of the sandwich panels 30 is at least two, the distance between the sandwich panels 30 and the bottom panel 10, the distance between two adjacent sandwich panels 30, and the distance between the sandwich panels 30 and the top panel 20 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.

When the sandwich panel 30 is provided as one, parking spaces are formed between the floor panel 10 and the sandwich panel 30 and between the sandwich panel 30 and the ceiling panel 20; accordingly, when the sandwich panels 30 are provided in two or more, parking spaces are also formed between adjacent sandwich panels 30.

The assembled slot-type plate parking garage also comprises at least one hollow-out area 40, and the upper space and the lower space of the sandwich plate 30 can be communicated through the hollow-out area 40; in one embodiment, the hollowed out area 40 can be formed at an inner position of the sandwich panel 30, and in another embodiment, the hollowed out area 40 can be formed at an area between the sandwich panel 30 and a side wall (side wall) of the assembled slot-type slab parking garage.

In the present disclosure, as shown in fig. 1, at least a part of the area of the top plate 20 is mainly composed of an assembled rib lattice building structure; of course, although not illustrated, at least a portion of the area of the sandwich panel 30 of the present disclosure can also be made up primarily of fabricated ribbed lattice building structures.

Fig. 4-7 are structural schematic diagrams of fabricated building structures according to various embodiments of the present disclosure.

As shown in fig. 4 to 7, the fabricated building structure may include a prefabricated groove type panel 1000, a rib structure 2000, and a lamination layer 3000, etc.

Fig. 8 is a schematic structural view of a pre-formed fluted plate rib according to one embodiment of the present disclosure. Fig. 9 is a cross-sectional view of fig. 8.

As shown in fig. 8 and 9, the prefabricated trough plate 1000 may be prefabricated in a factory and transported to a construction site for installation, or may be prefabricated in a foundation pit where the building is constructed and directly installed, so that the construction speed of the building can be effectively increased.

In one embodiment, as shown in fig. 8 and 9, the pre-grooved plate 1000 includes a first direction in which the pre-grooved plate 1000 includes two oppositely disposed first direction ends, wherein at least a portion 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. 8 and 9 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. 8 and 9, 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. 8 and 9, 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. 10 is a schematic structural view of a pre-grooved template according to another embodiment of the present disclosure. Fig. 11 is a cross-sectional view of fig. 10.

As shown in fig. 10 and 11, 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.

Fig. 12 is a schematic structural view of a pre-grooved template according to yet another embodiment of the present disclosure.

As shown in fig. 12, 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. 4-7, 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. 4, 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. 5, 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. 5, 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. 6, 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 an increase in the sectional height and sectional area of the rib structure 2000, and further enabling an enhancement in the mechanical properties of the fabricated building structure.

In a more preferred embodiment, as shown in fig. 7, 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. 4 to 7, the rib structure 2000 includes a longitudinally extending rebar structure 2001, and the longitudinally extending rebar structure 2001 extends in a length direction of a space between two pre-grooved plates 1000 (i.e., a 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. 4 to 7, 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. 13 and 14 are structural schematic diagrams of fabricated building structures according to one embodiment of the present disclosure. Fig. 15 is a schematic structural view of a pre-formed fluted plate rib according to one embodiment of the present disclosure. Fig. 16 is a cross-sectional view of fig. 15.

In the present disclosure, more preferably, as shown in fig. 15 and 16, 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. 15 and 16, 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. 15; 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. 15.

Fig. 15 and 16 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. 17 is a schematic view of a structure of a pre-grooved pattern plate according to another embodiment of the present disclosure. Fig. 18 is a cross-sectional view of fig. 17.

As shown in fig. 17 and 18, 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.

Fig. 19 is a schematic view of a structure of a pre-grooved pattern plate according to yet another embodiment of the present disclosure.

As shown in fig. 19, 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.

Fig. 20 is a schematic structural view of a building according to one embodiment of the present disclosure.

As shown in fig. 20, 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. 20, 6 pre-grooved plates 1000 may be provided in one area.

Fig. 21 to 24 are schematic structural views of beam structures according to various embodiments of the present disclosure.

As shown in fig. 21, 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. 22, the cross-sectional area of the beam structure 5000 may vary according to specific items. For example, in the example shown in fig. 21, the beam structure 5000 has a larger width, and accordingly, in the example shown in fig. 22, the width of the beam structure 5000 is smaller.

In the example shown in fig. 23 and 24, 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.

Fig. 25 to 26 are schematic structural views of a holding device according to various embodiments of the present disclosure.

As shown in fig. 25 and 26, 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.

Fig. 27 to 28 are schematic structural views of buildings according to various embodiments of the present disclosure.

As shown in fig. 27, 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. 28, 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. 28, in a certain of the channel plate ribs 1002, reinforced concrete may be included at intervals, and only one of a steel bar truss, a steel pipe or a steel bar composite truss is disposed in two adjacent spaced concrete, and accordingly, when the laminated layer is cast-molded, the concrete may be attached to the position of the steel bar truss, the steel pipe or the steel bar composite truss to form a reinforced concrete structure, thereby 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," "specific example," or "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 present 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" is at least two, such as two, three, etc., unless explicitly 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 (18)

1. An assembled slot-type board parking garage, comprising:

a bottom plate;

the top plate is arranged above the bottom plate and is formed into the top of the assembled groove-type plate parking garage;

the at least one sandwich plate is arranged between the bottom plate and the top plate, and parking spaces are formed between the bottom plate and the sandwich plate and between the sandwich plate and the top plate; and

the upper space and the lower space of the sandwich plate can be communicated through the hollow-out area;

wherein at least a partial region of the roof and/or sandwich 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.

2. The assembled slot-type slab parking garage as claimed in claim 1, wherein when the number of the sandwich panels is two or more, a parking space is also formed between adjacent sandwich panels.

3. The fabricated slot-type board parking garage of claim 1, wherein the pre-formed slot-type board 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.

4. A fabricated slot-type board parking garage as claimed in claim 1 or claim 3 wherein the pre-formed slot-type board comprises a board body and a slot-type structure located on the board body.

5. The fabricated slot-type board parking garage of claim 4, wherein the slot-type structures are disposed along the first direction.

6. The fabricated slot-type board parking garage of claim 4, wherein the pre-slot-type board comprises:

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

7. The fabricated channel plate parking garage of claim 6, wherein the channel plate ribs comprise one or more of reinforced concrete, steel bar trusses, steel pipes, steel bar composite trusses.

8. The fabricated trough plate parking garage of claim 7, wherein two adjacent reinforced concrete structures include a steel truss, a steel pipe, or a combination of steel trusses therebetween.

9. The assembled slot-type board parking garage of claim 6, wherein the longitudinal outer wall surface of the slot-board rib is provided with a concave structure.

10. A fabricated slot-type slab parking garage as claimed in claim 1 or claim 3 wherein the rib structure includes longitudinally extending rebar structures extending lengthwise along the spaced area between two prefabricated slot-type slabs.

11. The fabricated slot-type board parking garage of claim 10, wherein the first direction is parallel or substantially parallel to a length direction of a space between two pre-fabricated slot-type boards.

12. The fabricated slot-type board parking garage of claim 10, wherein the rib structure comprises 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 pre-fabricated slot-type board, and is formed as part of a laminate layer.

13. The assembled channel plate parking garage of claim 12 wherein the transversely extending rebar structures terminate near the widthwise middle of the channel structure of the prefabricated channel plate or through the entire laminate layer.

14. A fabricated slot-type board parking garage as claimed in claim 1 or claim 3 wherein the pre-slot-type board further includes a catch base structure for forming a catch base of the rib structure.

15. A fabricated slot-type slab parking garage as claimed in claim 1 or claim 3 wherein the fabricated building structure is for floor or roof structures of an above-ground or below-ground building; or a parking level or roof structure for a motorized or non-motorized garage.

16. A fabricated slot-type board parking garage as claimed in claim 1 or claim 3 wherein at least part of at least one of the first and/or second connection rebars is located internally of the rib structure.

17. A building comprising the assembled slot-type board parking garage of any one of claims 1-16.

18. The building of claim 17, 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.