CN220645407U

CN220645407U - Assembled dense rib plate parking garage and building

Info

Publication number: CN220645407U
Application number: CN202321224070.6U
Authority: CN
Inventors: 请求不公布姓名
Original assignee: Gaoyinlang Co ltd
Current assignee: Gaoyinlang Co ltd
Priority date: 2023-04-25
Filing date: 2023-05-19
Publication date: 2024-03-22
Anticipated expiration: 2033-05-19
Also published as: CN118835862A; CN118835861A

Abstract

The present disclosure provides an assembled close rib berth garage, comprising: a bottom plate layer; a top plate layer; at least part of the area of the roof layer is mainly composed of an assembled dense rib plate building structure; the assembled dense rib plate building structure comprises a prefabricated dense rib plate, wherein the prefabricated dense rib plate comprises a frame body, a rib structure and a top sealing plate; the frame body is provided with an enclosing space, the rib structure is arranged in the frame body, and the enclosing space of the frame body is divided into at least two space structures; the top sealing plate closes the upper end of at least part of the space structure and makes the lower part of the space structure open. The present disclosure also provides a building.

Description

Assembled dense rib plate parking garage and building

Technical Field

The present disclosure relates to an assembled close rib berth garage and building.

Background

A building assembled from prefabricated components at a worksite is referred to as an assembled building. Although the assembly type building improves the construction speed of the building, compared with the traditional building, the assembly type building has higher manufacturing cost, has certain popularization difficulty, saves materials and improves bearing capacity, thus breaking through is urgently needed.

In traditional 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

In order to solve one of the technical problems, the present disclosure provides an assembled dense rib berth garage and a building, and the assembled dense rib berth garage and/or the assembled building structure can effectively enhance the bearing capacity of the whole superposed structure, save materials, reduce dead weight and be applicable to a larger span through the arrangement of rib beams or T-shaped rib beams.

According to one aspect of the present disclosure, there is provided a fabricated rib berth garage comprising:

a bottom plate layer; and

a roof layer; at least part of the area of the roof layer is mainly composed of an assembled dense rib plate building structure;

the assembled dense rib plate building structure comprises a prefabricated dense rib plate, wherein the prefabricated dense rib plate comprises a frame body, a rib structure and a top sealing plate; the frame body is provided with an enclosing space, the rib structure is arranged in the frame body, and the enclosing space of the frame body is divided into at least two space structures; the top sealing plate closes the upper end of at least part of the space structure and makes the lower part of the space structure open.

A fabricated dense rib park according to at least one embodiment of the present disclosure further provides a floor layer between the bottom and top floor layers, at least a partial area of the floor layer consisting essentially of fabricated dense rib building structure.

A fabricated rib park in accordance with at least one embodiment of the present disclosure, further comprising:

and the rib beam is arranged in or near a spacing area between two adjacent prefabricated close rib plates, and is formed by cast-in-place concrete.

and the laminated layer is at least partially arranged on the prefabricated dense rib plate and is integrally formed by cast-in-place concrete.

According to at least one embodiment of the present disclosure, when there is a superposition layer in the fabricated dense rib berth, the rib beam is integrally formed with the superposition layer by cast-in-place concrete, and the rib beam is formed as a T-shaped rib beam; or when the assembled dense rib plate building structure does not have a superposed layer, connecting pieces of the prefabricated dense rib plates are connected or anchored in the rib beams.

A fabricated multi-ribbed dock according to at least one embodiment of the present disclosure, when the perimeter of the prefabricated multi-ribbed panel is provided with connectors, at least a portion of the connectors are located inside the rib.

A fabricated dense rib berth garage according to at least one embodiment of the present disclosure, interconnects between two adjacent connectors located inside a rib beam, or anchors the connectors inside the rib beam.

A fabricated dense rib park according to at least one embodiment of the present disclosure has reinforcing members disposed within the rib beam or no reinforcing members disposed within the rib beam.

A fabricated dense rib park according to at least one embodiment of the present disclosure, wherein at least a portion of the reinforcement members are located near the lower portion of the rib beam and/or wherein at least a portion of the reinforcement members are located in a laminate layer.

A fabricated dense rib park according to at least one embodiment of the present disclosure, the lower surface of the rib beam is flush with or protrudes from the lower surface of the prefabricated dense rib.

In accordance with at least one embodiment of the present disclosure, at least a portion of the outer perimeter of the frame of the prefabricated rib panel is formed with at least one recessed feature.

The pit structure is arranged in a plurality in the height direction of the frame body in the assembled rib-berth garage according to at least one embodiment of the present disclosure.

The assembled close rib berth garage according to at least one embodiment of the present disclosure, to look up at the angle of the pre-fabricated close rib, the blank structure of the pre-fabricated close rib is one or more of square, triangular, circular, or arc in shape.

According to at least one embodiment of the present disclosure, the frame, rib structure and roof-sealing panels are integrally preformed by way of concrete placement.

The cross section of the rib structure is not equal in width up and down or equal in width up and down in the assembled close rib park according to at least one embodiment of the present disclosure.

A fabricated multi-ribbed dock according to at least one embodiment of the present disclosure, the perimeter of the pre-fabricated multi-ribbed panels is provided with no connectors, or at least a portion of the perimeter of the pre-fabricated multi-ribbed panels is provided with connectors.

According to at least one embodiment of the present disclosure, the assembled dense rib berth garage is configured such that the space structure of the prefabricated dense rib is polygonal in shape, looking up at the angle of the prefabricated dense rib.

According to at least one embodiment of the present disclosure, the assembled close rib berth garage is configured such that, when looking up at the angle of the prefabricated close rib, the blank structure of the prefabricated close rib is rectangular in shape.

According to at least one embodiment of the present disclosure, the assembled dense rib berth garage is configured such that, when looking up at the angle of the prefabricated dense rib, the blank structure of the prefabricated dense rib is diamond-shaped.

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

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 structural view of an assembled close-rib berth garage according to one embodiment of the present disclosure.

Fig. 2 and 3 are schematic cross-sectional structural views of an assembled close-rib berth garage according to various embodiments of the disclosure.

Fig. 4 is a schematic structural view of a prefabricated dense rib according to an embodiment of the present disclosure.

Fig. 5 is a cross-sectional view of fig. 4.

Fig. 6 and 7 are schematic structural views of a prefabricated rib according to another embodiment of the present disclosure.

Fig. 8 is a cross-sectional view of fig. 6 and 7.

Fig. 9 and 10 are schematic structural views of a prefabricated rib according to another embodiment of the present disclosure.

Fig. 11 is a cross-sectional view of fig. 9 and 10.

Fig. 12 is a schematic structural view of a building according to one embodiment of the present disclosure.

Fig. 13 is a schematic cross-sectional structural view of an assembled close-rib building structure according to one embodiment of the present disclosure.

Fig. 14 and 15 are schematic cross-sectional structural views of assembled close-rib building structures according to various embodiments of the present disclosure.

Fig. 16 to 18 are partial structural schematic views of a building according to various embodiments of the present disclosure.

Fig. 19 to 21 are partial structural schematic views of a building according to various embodiments of the present disclosure.

Fig. 22 and 23 are partial structural schematic views of a building according to various embodiments of the present disclosure.

Detailed Description

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

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

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

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

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

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

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

Fig. 1 is a schematic structural view of an assembled close-rib berth garage according to one embodiment of the present disclosure. Fig. 2 and 3 are schematic cross-sectional structural views of an assembled close-rib berth garage according to various embodiments of the disclosure.

As shown in fig. 1-3, the fabricated rib park of the present disclosure may include a floor layer 10, a roof layer 20, and a floor layer 30. Wherein the structure shown in fig. 1 may be a roof slab 20 or floor slab 30 of a fabricated multi-ribbed dock.

In one embodiment, as shown in FIG. 2, the fabricated multi-ribbed dock may include only one parking level, in which case the fabricated multi-ribbed dock may include only the bottom deck 10 and the top deck 20, and no structure such as floor 30.

Accordingly, as shown in fig. 2, the floor layer 10 is formed as the bottom of the fabricated dense rib berth garage, and a bottom traffic lane and a bottom parking space on at least one side of the bottom traffic lane are provided on the floor layer 10. In the building process of the assembled dense rib berth garage, the bottom plate layer 10 can be formed by cast-in-place concrete or by prefabricated plate assembly.

The roof layer 20 is disposed above the floor layer 10, and a parking layer is provided between the roof layer 20 and the floor layer 10. For example, when there is one parking floor between the top floor 20 and the bottom floor 10, the distance between the top floor 20 and the bottom floor 10 may be about 3 m. Accordingly, when there are m parking levels between the top plate layer 20 and the bottom plate layer 10, the distance between the top plate layer 20 and the bottom plate layer 10 is about m three meters, respectively.

In the present disclosure, as shown in fig. 3, when m parking layers are provided between the top plate layer 20 and the bottom plate layer 10, m-1 floor layers 30 are provided between the top plate layer 20 and the bottom plate layer 10, where m is an integer equal to or greater than 2.

In a specific example, as shown in fig. 3, it includes three parking levels, and correspondingly, 2 floor levels 30, and a parking level is formed between the floor level 10 and the floor level 30, and a parking level is also formed between the floor level 30 and the ceiling level 20.

In the present disclosure, adjacent parking levels communicate via ramps and enable vehicles to pass through these ramp forms to different parking levels. The ramp may be a spiral ramp, a straight inclined ramp, a zig-zag bend ramp, or the like.

When the assembled dense rib berth garage is an underground parking garage, the upper part of the roof layer 20 can be covered with soil; when the assembled dense rib parking garage is formed into an overground parking garage, the roof layer is formed into building structures such as a building cover, a garage roof or a roof.

Moreover, the assembled rib plate parking garage can also be formed into an underground parking garage or an overground parking garage of residential buildings, business buildings and the like.

In the present disclosure, at least a part of the area of the roof layer 20 is mainly composed of an assembled dense rib building structure; and/or at least a portion of the area of the floor slab layer 30 is comprised primarily of fabricated dense rib building structures.

Fig. 4 is a schematic structural view of a prefabricated rib 1000 according to one embodiment of the present disclosure. Fig. 5 is a cross-sectional view of fig. 4.

As shown in fig. 4 and 5, the prefabricated sealing rib panel 1000 includes a frame 1001, a rib structure 1002, and a capping panel 1006.

The frame 1001 may be prefabricated from reinforced concrete, and accordingly, stress steel bars and construction steel bars (hereinafter, stress steel bars and construction steel bars are generally referred to as a skeleton structure) may be disposed in the frame 1001, and the stress steel bars may be divided into two types of pre-stress and non-pre-stress.

The inside of the frame 1001 is formed as a surrounding space, that is, the frame 1001 has a surrounding space, and in one embodiment, as shown in fig. 4, the surrounding space of the frame 1001 may be formed in a rectangular parallelepiped shape. In this case, the frame 1001 may be formed in a rectangular structure and have two sets of opposite sides. Of course, the frame 1001 may be formed in other shapes such as a triangle, or may be formed in an irregular shape.

The frame 1001 may have a thickness that may be the height of the rib structure 1002 of the pre-formed dense rib. In a specific embodiment, the thickness of the frame 1001 may be about 0.5 meters.

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

Although fig. 4 shows the prefabricated rib panel 1000 as having a plurality of vertical rib structures and not including a transverse rib structure; but in the present disclosure the number of the vertical rib structures may be 1. Moreover, although not shown in fig. 4, the prefabricated rib panel 1000 of the present disclosure may include an implementation including only one transverse rib structure, and not including a vertical rib structure, etc.

The top cover 1006 at least partially encloses an upper end of at least a portion of the space structure. In one embodiment, the top sealing panel 1006 is formed as a unitary structure and is capable of closing the lower ends of all of the space structures. Of course, the top sealing panel 1006 of the present disclosure can entirely enclose the upper ends of the partial space structures, as well as can partially enclose the upper ends of the partial space structures. By providing the top cover 1006, the space structure of the housing 1001 can be formed to have an open bottom.

In the present disclosure, the frame 1001, the rib structure 1002 and the top cover 1006 may be integrally prefabricated and formed by concrete pouring

Fig. 6 and 7 are schematic structural views of a prefabricated rib according to another embodiment of the present disclosure. Fig. 8 is a cross-sectional view of fig. 6 and 7. Fig. 9 and 10 are schematic structural views of a prefabricated rib according to another embodiment of the present disclosure. Fig. 11 is a cross-sectional view of fig. 9 and 10.

As shown in fig. 6 to 11, the rib structure 1002 includes a lateral rib structure (first direction rib structure) and a vertical rib structure (second direction rib structure). In number, the transverse rib structure may be provided in one or more, and correspondingly, the vertical rib structure may be provided in one or more. Accordingly, these vertical rib structures may be arranged in parallel, and accordingly, may be arranged in non-parallel. The transverse rib structure can intersect at least a portion of the vertical rib structure such that the interior space of the frame 1001 is divided into a plurality of space structures by the transverse rib structure and the vertical rib structure. In a preferred embodiment, the space structures may be the same or different in shape and the areas may be the same or different.

Fig. 6 and 7 show an embodiment in which only one transverse rib structure is present, and fig. 9 and 10 show an embodiment in which two transverse rib structures are present. In the present disclosure, the number of the transverse rib structures is not limited thereto.

The periphery of the prefabricated rib 1000 is not provided with the connector 1003, or as shown in fig. 4 to 11, at least part of the periphery of the prefabricated rib 1000 is provided with the connector 1003. In a specific embodiment, the connector 1003 may be a steel structure, such as rebar, or the like. The connection member 1003 is located inside the frame 1001 and/or the rib structure 1002, for example, may be connected to a stress bar or a construction bar of the frame 1001 and/or the rib structure 1002, and the other end extends outside the frame 1001 to form a free end.

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

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

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

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

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

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

As shown in fig. 12, the assembled rib plate building structure includes the prefabricated rib plate 1000, and the rib beam 2000, the laminated layer 3000 and the like described below.

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

The rib beam 2000 is disposed at or near a spaced region between two adjacent ones of the pre-formed dense ribs 1000. In the process of manufacturing the fabricated dense rib plate building structure, adjacent prefabricated dense rib plates 1000 are spaced apart by a predetermined distance or a predetermined width, so that a predetermined space is formed between the prefabricated dense rib plates 1000, and concrete is poured into the predetermined space to form the rib beam 2000. At this time, the rib beam 2000 can form a mechanical connection with the outer circumferential surface of the frame body 1001 of the prefabricated rib 1000, so that the fabricated rib plate building structure has better mechanical properties.

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

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

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

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

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

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

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

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

In the present disclosure, the rib beam 2000 may not have a reinforcing member 2001 inside, and may not have a beam function, but only serve to connect two adjacent prefabricated rib plates 1000, and accordingly, the rib beam 2000 may also transmit force to improve the bearing capacity of the fabricated rib plate building structure.

When the rib 2000 is formed, the lower surface of the rib 2000 is flush with the lower surface of the prefabricated rib 1000. In other embodiments, the lower surface of the rib 2000 may be higher or lower than the lower surface of the pre-fabricated dense rib 1000, so long as the connection strength between the rib 2000 and the pre-fabricated dense rib 1000 is sufficient.

As shown in fig. 13, a lamination layer 3000 is disposed above the prefabricated rib 1000 of the fabricated rib plate building structure, and the lamination layer 3000 and the rib beam 2000 are integrally formed by cast-in-place concrete. Accordingly, the laminate 3000 and the rib 2000 are formed as a unitary force-bearing structure when concrete is poured.

In the present disclosure, the fabricated rib plate building structure of the present disclosure can be formed into an integral structure by the lamination layer 3000, and can be integrally stressed together.

As shown in fig. 13 to 15, extension bars 3001 are further provided at positions above the top cover 1006, and for example, the extension bars 3001 may be provided in plurality, and in this case, the extension bars 3001 may be provided in the direction of the frame 1001 and/or the rib structure 1002, so that the strength of the laminated layer 3000 may be improved.

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

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

When the assembled dense rib building structure disclosed by the invention is used, the rib beam 2000 can be supported by the support columns, the support beams and other components, so that the mechanical property of the assembled dense rib building structure is further improved.

As shown in fig. 14 and 15, the assembled dense rib building structure includes a laminate 3000, where the upper surface of the rib beam 2000 is flush with the upper surface of the prefabricated dense rib 1000, and further, as shown in fig. 14, the lower surface of the rib beam 2000 is flush or substantially flush with the lower surface of the prefabricated dense rib 1000.

And, as shown in fig. 15, the lower surface of the rib beam 2000 extends beyond the lower surface of the prefabricated rib 1000, thereby providing the rib beam 2000 with higher strength and correspondingly providing the fabricated rib building structure with higher strength.

The assembled rib plate building structure solves the technical problems in the background art through the prefabricated rib plate structure.

Under the condition that the material consumption is equal and the area is equal, compared with a solid plate, the prefabricated dense rib plate assembled by the prefabricated dense rib lattice can greatly increase the section moment of inertia, further greatly improve the bending resistance, realize larger span or stronger bearing capacity, realize industrial production and accelerate the construction speed, and the prefabricated dense rib lattice saves a large amount of concrete in a cavity and greatly lightens the structural dead weight, so that the prefabricated dense rib lattice is assembled into a building roof structure, the effective bearing capacity can be greatly improved, the building dead weight can be greatly lightened, the building cost can be greatly reduced, and the prefabricated dense rib plate assembled by the prefabricated dense rib lattice can be produced in a large scale in an industrialized manner, can be assembled quickly at a construction site and greatly saves the construction period.

The T-shaped rib beam is arranged for greatly improving the bearing capacity, the spacing of the multi-rib floor slab is utilized, the stress, the structure and the bending steel bars are arranged in a targeted mode, the rib beam and the superposed layer are cast into a whole, the T-shaped section with large moment of inertia and excellent mechanical properties is formed, the bearing capacity of the whole floor slab is greatly improved, and the T-shaped section and the prefabricated multi-rib floor slab resist bending moment together.

In the present disclosure, the lower portion of the rib beam formed of the cast-in-place concrete may be provided with a pocket floor, whereby it is unnecessary to additionally provide a bottom formwork when casting the concrete rib beam.

In another embodiment, the rib beam can also be formed with an I-shaped cross section, whereby the framework of the prefabricated close-fitting rib can be at least partially located inside the rib beam, i.e. in the recess of the rib beam, thereby increasing the cross-sectional height of the rib beam and creating a structural system with superior mechanical properties.

Fig. 22 and 23 are partial structural schematic views of a building, i.e., longitudinal sectional views of a rib beam, according to various embodiments of the present disclosure.

As shown in fig. 12, 22 and 23, the building further includes side walls or beams 8000, joists 9000 and the like.

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

Wherein at least a portion of the side wall or side rail 8000 is used to form an outer boundary of the building, wherein the side wall or side rail 8000 is connected to a prefabricated close rib of the fabricated close rib building structure.

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

For example, referring to the upper left corner of fig. 12, the joists 9000 thereof may be laterally disposed and formed as lateral joists, and the joists 9000 may be longitudinally disposed and formed as longitudinal joists, at which time the lateral and longitudinal joists enclose to form a filling space.

The assembled close-packed ribbed panel building structure is capable of at least partially enclosing the filled space, and in a preferred embodiment, as shown in fig. 12, the assembled close-packed ribbed panel building structure of the filled space in the upper left corner includes three pre-fabricated close-packed ribbed panels 1000 and two ribbed beams 2000, the three pre-fabricated close-packed ribbed panels 1000 being arranged in juxtaposition and one ribbed beam being arranged between two adjacent pre-fabricated close-packed ribbed panels 1000.

Of course, the number of the prefabricated rib plates 1000 of each assembled rib plate building structure may be other values, for example, the assembled rib plate building structure shown in the middle of fig. 12 includes two prefabricated rib plates 1000 and one rib beam 2000, and the rib beam 2000 is located between the two prefabricated rib plates 1000.

The bolster 9000 is located between two adjacent prefabricated close rib panels of an assembled close rib panel building structure. As shown in fig. 12, a vertically disposed joist 9000 is located between two transversely disposed fabricated rib panel building structures and, correspondingly, a transversely disposed joist is located between two vertically disposed fabricated rib panel building structures.

The connection between the assembled close-coupled ribbed panel building structure and the side walls or beams 8000 and joists 9000 will be described below with reference to the accompanying figures.

As shown in fig. 16 to 18, the side wall 8000 includes a wall portion 8001 and a pouring portion 8002; when constructing the building, the wall portion 8001 is formed by concrete casting, and the height of the wall portion 8001 is limited to a reasonable height, for example, a height of 2 meters to 3 meters or the like. The wall portion 8001 is provided with a fabricated rib plate building structure, and at least a part of the fabricated rib plate building structure is located to be erected on the wall portion 8001. For example, in actual use, the frame 1001 of the fabricated rib building structure is erected on the wall portion 8001, so that the position of the frame 1001 can be preliminarily fixed.

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

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

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

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

When the building includes a boundary beam 8000, referring again to fig. 16-18, the component indicated by reference numeral 8001 may be a lower prefabricated boundary beam, and the component indicated by 8002 is a boundary beam cast integrally with the laminated layer; in another instance, the component indicated by reference numeral 8001 may be a support column, masonry, or blank structure, and the component indicated by 8002 is a side rail cast integrally with the laminate layer.

As shown in fig. 19 and 21, at least part of the connector 1003 of the prefabricated rib 1000 is located inside the bolster 9000.

That is, the prefabricated rib 1000 may include a first direction and a second direction, for example, the first direction is a length direction of the prefabricated rib 1000, and the second direction is a width direction of the prefabricated rib 1000, where the first direction and the second direction are different when the prefabricated rib 1000 is in other shapes.

When the periphery of the prefabricated dense rib plate 1000 does not comprise the connecting piece 1003, a stress system is formed between beam structures of the building, and the prefabricated dense rib plate 1000 is formed into a filling structure; accordingly, when the connectors 1003 are provided at both ends of the prefabricated rib plate 1000 in the first direction, the prefabricated rib plate 1000 and the bolster 9000 can form an integral unidirectional stress system. On the other hand, when the connectors 1003 are also provided at both ends of the prefabricated dense rib 1000 in the second direction, the connectors 1003 in the second direction can be anchored or connected within the rib 2000, so that the prefabricated dense rib 1000 is formed as a bidirectional force system.

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

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

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

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

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

In this embodiment, the rib 2000 may be provided only between two adjacent ones of the pre-formed dense ribs 1000.

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

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

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

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

By combining the analysis of the situations, the assembled dense rib plate building structure disclosed by the invention is a cooperative structure, the T-shaped rib beam or rib beam is a main structural member and plays an important role, the mechanical contribution of the T-shaped rib beam or rib beam is great, and the reinforced bars of the prefabricated dense rib plates or rib structures on two sides can be connected or anchored and run through at the position to form a more superior bidirectional stress structure.

In the description of the present specification, reference to the terms "one embodiment/manner," "some embodiments/manner," "example," "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

1. An assembled close rib park comprising:

a bottom plate layer; and

2. The fabricated dense rib park of claim 1 wherein floor layers are also disposed between the floor and roof layers, at least a portion of the floor layers being comprised primarily of fabricated dense rib building structures.

3. The fabricated multi-ribbed dock of claim 1, further comprising:

4. The fabricated multi-ribbed dock of claim 3, further comprising:

5. The fabricated dense rib park of claim 4, wherein when there is a layer of overlap in the fabricated dense rib building structure, the rib is integrally formed with the layer of overlap by cast-in-place concrete and such that the rib is formed as a T-shaped rib; or when the assembled dense rib plate building structure does not have a superposed layer, connecting pieces of the prefabricated dense rib plates are connected or anchored in the rib beams.

6. The fabricated multi-ribbed dock of claim 1, wherein when connectors are provided on a perimeter of the prefabricated multi-ribbed panel, at least a portion of the connectors are located inside the rib.

7. The fabricated multi-ribbed dock of claim 6, wherein two adjacent connectors located inside the rib are interconnected or the connectors are anchored inside the rib.

8. The fabricated multi-ribbed dock of claim 3, wherein the rib interiors are provided with reinforcing members or the rib interiors are not provided with reinforcing members.

9. The fabricated multi-ribbed dock of claim 8, wherein at least a portion of the reinforcing members are located near a lower portion of the rib beam and/or at least a portion of the reinforcing members are located in a laminate layer.

10. The fabricated, dense rib-equipped parking garage of claim 3 wherein the lower surface of the rib beam is flush with or protrudes from the lower surface of the prefabricated, dense rib.

11. The fabricated rib-ribbed slab-park of claim 1 wherein at least a portion of the outer perimeter surface of the frame of the prefabricated rib is formed with at least one recessed feature.

12. The fabricated multi-ribbed dock of claim 11, wherein the recessed features are provided in plurality in a height direction of the frame.

13. The fabricated, close-rib-equipped parking garage of claim 1, wherein the blank structures of the pre-fabricated, close-rib panels are one or more of square, triangular, circular, or arcuate in shape, looking up at the angle of the pre-fabricated, close-rib panels.

14. The fabricated rib park of claim 1 wherein the frame, rib structure and roof-sealing panel are integrally preformed by way of concrete casting.

15. The fabricated multi-ribbed dock of claim 1, wherein the cross-section of the rib structure is unequal in width up and down or equal in width up and down.

16. The fabricated multi-ribbed dock of claim 1, wherein no connectors are provided at the perimeter of the pre-ribbed panel, or wherein connectors are provided at least in part at the perimeter of the pre-ribbed panel.

17. The fabricated rib-ribbed slab-park of claim 1 wherein the blank structure of the prefabricated rib-slabs is polygonal in shape in a bottom view of the angle of the prefabricated rib-slabs.

18. The fabricated rib-ribbed slab-park of claim 1 wherein the blank structure of the prefabricated rib-slabs is rectangular in shape, looking up at the angle of the prefabricated rib-slabs.

19. The fabricated rib-ribbed slab-park of claim 1 wherein the blank structure of the prefabricated rib-slabs is diamond shaped in shape looking up at the angle of the prefabricated rib-slabs.

20. A building comprising the fabricated rib panel building structure of any one of claims 1-19.