Novel suspended gallery structure and building

Abstract

The utility model relates to a novel suspended gallery structure and a building. The novel suspended gallery structure comprises a first beam unit, a second beam unit, a first supporting unit, a second supporting unit, a third beam unit and a plate unit. The first beam units are located on the edges of the two building floor slab structures correspondingly. The second beam unit is arranged in the first beam unit; the first supporting unit is arranged on the lower portion of the second beam unit and hinged to the first beam unit. The second supporting unit is hinged to the first supporting unit and the second beam unit, and the longitudinal section of the second supporting unit is in a V shape. The third beam unit is arranged in the second beam unit; the plate unit is arranged on the upper portion of the third beam unit. The supporting beam has the advantages that the gravity of the first beam unit is supported by using the tensile stress of the first supporting unit and the second supporting unit of the inhaul cable structure, so that the thickness and the height of the supporting beam are reduced while the stress of a large-span overhead gallery is met; the problems that a supporting beam of a large-span atrium gallery bridge structure is high and thick, the construction cost is increased, and the space using effect is damaged are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of large-span building structures, in particular to a novel suspended gallery structure and a building. Background Art

[0002] The atrium space is a form of architectural space, and its biggest feature is that it forms an "outdoor space" inside the building. The atrium space has many uses, such as rest, viewing, communication, etc. It can also be used as a shared space for each floor inside the building.

[0003] A corridor is usually set up in the atrium to connect the building spaces on both sides of the atrium. This design can integrate the indoor and outdoor spaces and enhance the overall sense and permeability of the building. Existing atrium corridors usually use steel structures or concrete structures, but when the atrium span is large, the thickness and height of the corridor support beams need to be increased, which increases the cost and destroys the permeability of the atrium space, affecting the appearance.

[0004] At present, no effective solution has been proposed to address the problems in related technologies such as the high and thick supporting beams of large-span atrium bridge structures, which increase construction costs and damage the use of space. Utility Model Content

[0005] The purpose of the utility model is to provide a new type of suspended corridor structure and building in view of the deficiencies in the existing technology, so as to solve the problems existing in the related technology that the supporting beams of the large-span atrium corridor bridge structure are high and thick, which increases the construction cost and destroys the space utilization effect.

[0006] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0007] A new type of suspended corridor structure, comprising:

[0008] first beam units, wherein the first beam units are respectively located at the edges of two building floor structures;

[0009] A second beam unit, wherein the second beam unit is disposed between two building floor structures, and an end of the second beam unit is connected to an end of the first beam unit;

[0010] A first supporting unit, wherein the first supporting unit is disposed at a lower portion of the second beam unit, an end portion of the first supporting unit is hinged to the first beam unit, and an axial direction of the first supporting unit coincides with an axial center line of the first beam unit when viewed from a top view;

[0011] a second supporting unit, wherein the second supporting unit is disposed between the first supporting unit and the second beam unit and is hinged to the first supporting unit and the second beam unit respectively, and a longitudinal section of the second supporting unit is V-shaped;

[0012] a third beam unit, wherein the third beam unit is arranged inside the second beam unit, and when viewed from a top view, a projection of the third beam unit covers a projection of the second support unit;

[0013] A plate unit is arranged on the upper part of the third beam unit and is connected to the second beam unit and the third beam unit respectively.

[0014] In some embodiments, the first beam unit includes:

[0015] Two first beam elements, the two first beam elements are respectively located at the edges of two building floor structures, and the ends of the first beam elements are respectively connected to the ends of the second beam elements;

[0016] Two first fixing elements are respectively arranged at the midpoints of the corresponding first beam elements and are respectively hinged to the ends of the first supporting units.

[0017] In some embodiments, the second beam unit includes:

[0018] Two second beam elements, the two second beam elements are arranged between two building floor structures, the ends of the second beam elements are connected to the ends of the first beam units, and the third beam unit and the plate unit are arranged between the two second beam elements;

[0019] A plurality of second fixing elements are arranged at intervals at the bottom of the second beam element and are respectively hinged to the second supporting units.

[0020] In some embodiments, the first support unit comprises:

[0021] A first supporting element, wherein the first supporting element is disposed at a lower portion of the second beam unit, and when viewed from a top view, an axial direction of the first supporting element coincides with an axial center line of the first beam unit;

[0022] Two first mounting elements, which are arranged at ends of the first supporting element and are respectively hinged to the first beam unit;

[0023] A plurality of first connecting elements are arranged on the first supporting element and are respectively hinged to the bottom end of the second supporting unit.

[0024] In some embodiments, the second supporting unit comprises:

[0025] A plurality of second supporting elements, wherein the plurality of second supporting elements are arranged between the first supporting unit and the second beam unit at intervals in the horizontal direction, and the longitudinal section of the second supporting element is V-shaped;

[0026] A plurality of second mounting elements, wherein the plurality of second mounting elements are respectively disposed on the top of the corresponding second supporting elements and are respectively hinged to the second beam units;

[0027] A plurality of second connecting elements are respectively arranged at the bottom of the corresponding second supporting elements and are respectively hinged to the first supporting units.

[0028] In some of the embodiments, the third beam unit includes:

[0029] A plurality of third beam elements are arranged at intervals in the horizontal direction inside the second beam unit, the plate unit is arranged on the top of the third beam elements, and the projection of the third beam elements covers the projection of the second supporting unit when viewed from a top view.

[0030] In some of the embodiments, the third beam unit further comprises:

[0031] A plurality of fourth beam elements are arranged between two adjacent third beam elements and are respectively connected to the second beam units.

[0032] In some of the embodiments, the panel unit comprises:

[0033] A plate element is arranged on the upper part of the third beam unit and is connected to the second beam unit and the third beam unit respectively.

[0034] In some of the embodiments, it also includes:

[0035] A protection unit is provided on the upper part of the second beam unit to prevent falling.

[0036] In a second aspect, a new type of suspended gallery building is provided, comprising:

[0037] At least two building floor structures;

[0038] At least one new suspended corridor structure as described in the first aspect, wherein the new suspended corridor structure is arranged between two horizontally adjacent building floor structures, and the first beam units of the new suspended corridor structure are respectively arranged at the edges of the two building floor structures.

[0039] The utility model adopts the above technical solution, and compared with the prior art, has the following technical effects:

[0040] The utility model provides a novel suspended corridor structure and building, which utilizes the tension stress of the first supporting unit and the second supporting unit of the cable structure to support the gravity of the first beam unit, thereby meeting the force requirements of the large-span overhead corridor and reducing the thickness and height of the supporting beam, thereby solving the problems of the large-span atrium corridor structure having high and thick supporting beams that increase the construction cost and damage the space utilization effect, etc. BRIEF DESCRIPTION OF THE DRAWINGS

[0041] Figure 1 1 is a schematic diagram of a novel suspended gallery structure according to an embodiment of the utility model (I);

[0042] Figure 2 is a schematic diagram of a first beam unit according to an embodiment of the utility model;

[0043] Figure 3 is a schematic diagram of a second beam unit according to an embodiment of the utility model;

[0044] Figure 4 is a schematic diagram of a first supporting unit according to an embodiment of the utility model;

[0045] Figure 5 is a schematic diagram of a second supporting unit according to an embodiment of the utility model;

[0046] Figure 6 is a schematic diagram of a third beam unit according to an embodiment of the utility model;

[0047] Figure 7 is a schematic diagram of a panel unit according to an embodiment of the present utility model;

[0048] Figure 8 is a schematic diagram of a novel suspended gallery structure according to an embodiment of the utility model (II);

[0049] Fig. 9 It is a schematic diagram of a novel suspended gallery building according to an embodiment of the utility model.

[0050] The accompanying drawings are numerals 100, building floor structure;

[0051] 200. New suspended corridor structure;

[0052] 210. First beam unit; 211. First beam element; 212. First fixing element;

[0053] 220, second beam unit; 221, second beam element; 222, second fixing element;

[0054] 230, first supporting unit; 231, first supporting element; 232, first mounting element; 233, first connecting element;

[0055] 240, second supporting unit; 241, second supporting element; 242, second mounting element; 243, second connecting element;

[0056] 250, third beam unit; 251, third beam element; 252, fourth beam element;

[0057] 260, plate unit; 261, plate element;

[0058] 270. Enclosure unit. DETAILED DESCRIPTION

[0059] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0060] It should be noted that, in the absence of conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.

[0061] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments, but they are not intended to limit the present invention.

[0062] Example 1

[0063] This embodiment relates to a novel suspended gallery structure of the utility model.

[0064] An illustrative embodiment of the present utility model is as follows: Figure 1As shown, a novel suspended corridor structure 200 includes a first beam unit 210, a second beam unit 220, a first support unit 230, a second support unit 240, a third beam unit 250 and a plate unit 260. The first beam unit 210 is respectively located at the edge of two building floor structures; the second beam unit 220 is arranged between the two building floor structures, and the end of the second beam unit 220 is connected to the end of the first beam unit 210; the first support unit 230 is arranged at the lower part of the second beam unit 220, and the end of the first support unit 230 is hinged to the first beam unit 210. When viewed from a top view, the axial direction of the first support unit 230 coincides with the axial center line of the first beam unit 210; the second support unit 24 ... hinged to the first beam unit 210. 0 is arranged between the first supporting unit 230 and the second beam unit 220, and is hinged to the first supporting unit 230 and the second beam unit 220 respectively. The longitudinal section of the second supporting unit 240 is V-shaped; the third beam unit 250 is arranged inside the second beam unit 220. From a top view, the projection of the third beam unit 250 covers the projection of the second supporting unit 240; the plate unit 260 is arranged on the upper part of the third beam unit 250, and is connected to the second beam unit 220 and the third beam unit 250 respectively.

[0065] like Figure 2 As shown, the first beam unit 210 includes a first beam element 211 and a first beam fixing element 212. The two first beam elements 211 are respectively located at the edges of the two building floor structures, and the ends of the first beam elements 211 are respectively connected to the ends of the second beam unit 220; the two first fixing elements 212 are respectively arranged at the midpoints of the corresponding first beam elements 211, and are respectively hinged to the ends of the first supporting unit 230.

[0066] In some of the embodiments, the first beam element 211 is connected to the building floor structure via a fixed support.

[0067] In some of the embodiments, the longitudinal section of the first beam element 211 is rectangular.

[0068] In some of the embodiments, the axial dimension of the first beam element 211 is 1500 mm.

[0069] In some of the embodiments, the first beam element 211 is a steel beam.

[0070] In some of the embodiments, the connection method between the first fixing element 212 and the first beam element 211 includes but is not limited to welding.

[0071] In some of the embodiments, the first fixing element 212 is a cable connection seat.

[0072] like Figure 3As shown, the second beam unit 220 includes two second beam elements 221 and a plurality of second fixing elements 222. The two second beam elements 221 are arranged between two building floor structures, the ends of the second beam elements 221 are connected to the ends of the first beam unit 210, and a third beam unit 250 and a plate unit 260 are arranged between the two second beam elements 221; the plurality of second fixing elements 222 are arranged at intervals at the bottom of the second beam elements 221, and are respectively hinged to the second supporting units 240.

[0073] Specifically, the first ends of the two second beam elements 221 are respectively connected to the end of one first beam element 211 , and the second ends of the two second beam elements 221 are respectively connected to the end of another first beam element 211 .

[0074] In some of the embodiments, the connection method between the second beam element 221 and the first beam element 211 includes but is not limited to welding.

[0075] In some of the embodiments, the longitudinal section of the second beam element 221 is rectangular.

[0076] In some of the embodiments, the width of the longitudinal section of the second beam element 221 is 200 mm and the height is 350 mm.

[0077] In some of the embodiments, the second beam element 221 is a steel beam.

[0078] In some of the embodiments, the connection method between the second fixing element 222 and the second beam element 221 includes but is not limited to welding.

[0079] The number of the second fixing elements 222 is an even number. The second fixing elements 222 are symmetrically disposed at the bottom of the two second beam elements 221 .

[0080] like Figure 4 As shown, the first support unit 230 includes a first support element 231, two first mounting elements 232 and a plurality of first connecting elements 233. The first support element 231 is arranged at the lower part of the second beam unit 220, and the axial direction of the first support element 231 coincides with the axial center line of the first beam unit 210 when viewed from a top view; the two first mounting elements 232 are arranged at the ends of the first support element 231 and are respectively hinged to the first beam unit 210; and the plurality of first connecting elements 233 are arranged at the first support element 231 and are respectively hinged to the bottom end of the second support unit 240.

[0081] Specifically, the first supporting element 231 is arranged at the lower part of the second beam element 221. From a top view, the axial direction of the first supporting element 231 coincides with the line connecting the midpoints of the two first beam elements 211; the two first mounting elements 232 are respectively hinged to the corresponding first fixing elements 212.

[0082] From the left / right view, the first supporting element 231 is arranged in an arc shape. Specifically, the arc center of the first supporting element 231 is located at the upper part of the first supporting element 231.

[0083] The size of the first support element 231 matches the size of the second beam element 221. Generally, the axial size of the first support element 231 is greater than the axial size of the second beam element 221.

[0084] In some of the embodiments, the radial dimension of the first supporting element 231 is 45 mm.

[0085] In some of the embodiments, the first support element 231 is a GALFAN cable.

[0086] When the load condition of the first supporting element 231 only includes the deadweight of the first supporting element 231, the tension of the first supporting element 231 is 110.1 kN to 116.6 kN; when the load condition of the first supporting element 231 includes the deadweight of the first supporting element 231, the deadweight of the second supporting unit 240, the deadweight of the second beam unit 220, the deadweight of the third beam unit 250, and the deadweight of the plate unit 260, the tension of the first supporting element 231 is 285.5 kN to 302.7 kN.

[0087] When the load condition of the first supporting element 231 only includes the self-weight of the first supporting element 231, the maximum vertical displacement is 17.6 mm (upward deflection); when the load condition of the first supporting element 231 includes the self-weight of the first supporting element 231, the self-weight of the second supporting unit 240, the self-weight of the second beam unit 220, the self-weight of the third beam unit 250, and the self-weight of the plate unit 260, the maximum vertical displacement of the first supporting element 231 is 0.7 mm (upward deflection).

[0088] In some of the embodiments, the first mounting element 232 is fixedly connected to the first supporting element 231 .

[0089] In some embodiments, the first mounting element 232 is a cable head.

[0090] A plurality of first connecting elements 233 are arranged at intervals along the axial direction of the first supporting element 231 .

[0091] In some embodiments, the first connecting element 233 is slidably connected to the first supporting element 231 .

[0092] In some embodiments, the first connecting element 233 includes a clamp, a sliding member, a plurality of locking members, and two first connecting members. The clamp is disposed on the first supporting element 231; the sliding member is disposed through the front surface and the rear surface of the clamp, and is respectively slidably connected to the first supporting element 231; a plurality of locking members are disposed through the upper surface and the lower surface of the clamp, and are used to lock the relative position of the clamp and the first supporting element 231; the two first connecting members are disposed on the top of the base element, and are respectively connected to the second supporting unit 240.

[0093] In some of these embodiments, the clamp is a radial cable clamp.

[0094] The size of the sliding member matches the size of the first supporting element 231. Generally, the radial size of the sliding member is not greater than the radial size of the first supporting element 231.

[0095] In some of the embodiments, the sliding member has a circular cross-section.

[0096] In some of the embodiments, the sliding member is a first through hole.

[0097] The size of the locking piece matches the size of the clamp. Generally, the axial size of the locking piece is greater than the thickness of the clamp, and the radial size of the locking piece is smaller than the radial size of the clamp.

[0098] In some of the embodiments, the locking member is a bolt set.

[0099] In some embodiments, the first connecting member is integrally formed with the base.

[0100] In some of the embodiments, the first connecting member is a cable connecting seat.

[0101] like Figure 5 As shown, the second support unit 240 includes a plurality of second support elements 241, a plurality of second mounting elements 242 and a plurality of second connecting elements 243. Among them, the plurality of second support elements 241 are arranged between the first support unit 230 and the second beam unit 220 at intervals along the horizontal direction, and the longitudinal section of the second support element 241 is V-shaped; the plurality of second mounting elements 242 are respectively arranged at the top of the corresponding second support elements 241, and are respectively hinged to the second beam unit 220; the plurality of second connecting elements 243 are respectively arranged at the bottom of the corresponding second support elements 241, and are respectively hinged to the first support unit 230.

[0102] Specifically, a plurality of second supporting elements 241 are arranged between the first supporting element 231 and the second beam element 221 at intervals along the axial direction of the first supporting element 231; a plurality of second mounting elements 242 are respectively hinged to the corresponding second fixing elements 222; and a plurality of second connecting elements 243 are respectively hinged to the corresponding first connecting elements 233.

[0103] More specifically, a plurality of second connecting elements 243 are hingedly connected to corresponding first connecting members, respectively.

[0104] The number of the second supporting elements 241 matches the number of the first connecting elements 233. Generally, the number of the second supporting elements 241 is equal to the number of the first connecting elements 233, that is, the number of the second supporting elements 241 and the number of the first connecting elements 233 correspond one to one.

[0105] The size of the second support element 241 matches the size of the first support element 231. Generally, the height of the second support element 241 is equal to the vertical distance from the top of the first support element 231 to the bottom of the second beam element 221.

[0106] In some embodiments, the second supporting element 241 includes two supporting members, wherein the two supporting members are arranged in a V shape, the top end of the supporting member is provided with a second mounting element 242, and the bottom end of the supporting member is provided with a second connecting element 243.

[0107] In some of the embodiments, the second support member has a circular cross-section.

[0108] In some of the embodiments, the radial dimension of the second support is 10.2 mm.

[0109] In some of these embodiments, the second support member is a strut.

[0110] In some embodiments, the second mounting element 242 and the second supporting element 241 are integrally formed.

[0111] The number of the second mounting elements 242 matches the number of the second supporting elements 241. Generally, the number of the second mounting elements 242 is equal to the number of the second supporting elements 241, that is, the second mounting elements 242 and the second supporting elements 241 correspond one to one.

[0112] The second mounting element 242 includes two mounting parts, wherein the two mounting parts are respectively arranged on the top of the two supporting members and are respectively hinged to the corresponding second fixing elements 222 .

[0113] In some of the embodiments, the second connecting member is an anchor.

[0114] In some embodiments, the second connecting element 243 and the second supporting element 241 are integrally formed.

[0115] The number of the second connection elements 243 matches the number of the second support elements 241. Generally, the number of the second connection elements 243 is equal to the number of the second support elements 241, that is, the second connection elements 243 and the second support elements 241 correspond one to one.

[0116] The second connecting element 243 includes two second connecting members, wherein the two second connecting members are respectively arranged at the bottom of the two supporting members and are respectively hinged to the corresponding first connecting members.

[0117] In some of the embodiments, the second connecting member is an anchor.

[0118] like Figure 6 As shown, the third beam unit 250 includes a plurality of third beam elements 251. The plurality of third beam elements 251 are arranged in the interior of the second beam unit 220 at intervals along the horizontal direction, and a plate unit 260 is arranged on the top of the third beam element 251. When viewed from a top view, the projection of the third beam element 251 covers the projection of the second support unit 240.

[0119] Specifically, a plurality of third beam elements 251 are arranged between two second beam elements 221 along the axial direction thereof. When viewed from a top view, the projections of the third beam elements 251 respectively cover the projections of the corresponding second supporting elements 241 .

[0120] In some of the embodiments, the connection method between the third beam element 251 and the second beam element 221 includes but is not limited to welding.

[0121] The axial direction of the third beam element 251 is arranged perpendicular to the axial direction of the second beam element 221 .

[0122] The number of the third beam elements 251 matches the number of the second support elements 241. Generally, the number of the third beam elements 251 is equal to the number of the second support elements 241, that is, the third beam elements 251 correspond to the second support elements 241 one by one.

[0123] The size of the third beam element 251 matches the size of the second beam element 221. Generally, the height of the third beam element 251 is not greater than the height of the second beam element 221, and the axial size of the third beam element 251 is equal to the horizontal distance between the two second beam elements 221.

[0124] In some of the embodiments, the cross-section of the third beam element 251 is rectangular.

[0125] In some of the embodiments, the third beam element 251 has a cross-sectional width of 200 mm and a height of 200 mm.

[0126] In some of the embodiments, the third beam element 251 is a steel beam.

[0127] Furthermore, the third beam unit 250 further includes a plurality of fourth beam elements 252. The plurality of fourth beam elements 252 are disposed between two adjacent third beam elements 251 and are connected to the second beam units 220 respectively.

[0128] In some embodiments, a first end of the fourth beam element 252 is connected to a first end of a third beam element 251 , and a second end of the fourth beam element 252 is connected to a second end of another adjacent third beam element 251 .

[0129] The number of the fourth beam elements 252 matches the number of the third beam elements 251. Generally, the number of the fourth beam elements 252 is less than the number of the third beam elements 251 and the difference is 1.

[0130] The size of the fourth beam element 252 matches the size of the third beam element 251. Generally, the height of the fourth beam element 252 is not greater than the height of the third beam element 251.

[0131] In some of these embodiments, the fourth beam element 252 is a steel beam.

[0132] like Figure 7 As shown, the plate unit 260 includes a plate element 261. The plate element 261 is disposed on the upper portion of the third beam unit 250 and is connected to the second beam unit 220 and the third beam unit 250 respectively.

[0133] Specifically, the plate element 261 is disposed on the upper portion of the third beam element 251 and is connected to the second beam element 221 and the third beam element 251 respectively.

[0134] In some of the embodiments, the plate element 261 is connected to the second beam element 221 and the third beam element 251 by welding rivets.

[0135] The size of the plate element 261 matches the size of the second beam element 221. Generally, the axial size of the plate element 261 is not less than the axial size of the second beam element 221.

[0136] The size of the plate element 261 matches the size of the third beam element 251. Generally, the height of the plate element 261 is not greater than the distance from the top surface of the third beam element 251 to the top surface of the second beam element 221, and the width of the plate element 261 is equal to the axial size of the third beam element 251.

[0137] In some of the embodiments, the plate element 261 has a rectangular planar shape.

[0138] In some of the embodiments, the height of the plate element 261 is 100 mm.

[0139] In some of these embodiments, the plate element 261 is a reinforced concrete plate.

[0140] The advantage of the utility model is that by utilizing the tension stress of the first supporting unit and the second supporting unit of the cable structure to support the gravity of the first beam unit, the thickness and height of the supporting beam are reduced while meeting the force requirements of the large-span overhead corridor, thereby solving the problems of the large-span atrium bridge structure having high and thick supporting beams that increase construction costs and damage the use of space.

[0141] Example 2

[0142] This embodiment is a supplementary embodiment of Embodiment 1.

[0143] like Figure 8 As shown, the novel suspended corridor structure 200 further includes a protection unit 270. The protection unit 270 is arranged on the upper part of the second beam unit 220 to prevent falling.

[0144] Specifically, the enclosure unit 270 is disposed on an upper portion of the second beam element 221 .

[0145] In some of the embodiments, the enclosure unit 270 is connected to the second beam element 221 via embedded parts.

[0146] The number of the enclosure units 270 matches the number of the second beam elements 221. Generally, the number of the enclosure units 270 is equal to the number of the second beam elements 221, that is, the enclosure units 270 correspond to the second beam elements 221 one by one.

[0147] The size of the enclosure unit 270 matches the size of the second beam element 221. Generally, the axial size of the enclosure unit 270 is equal to the axial size of the second beam element 221.

[0148] In some of the embodiments, the height of the enclosure unit 270 is not less than 1100 mm.

[0149] In some of these embodiments, the enclosure unit 270 includes, but is not limited to, a glass railing.

[0150] Example 3

[0151] This embodiment relates to a novel suspended gallery building of the utility model.

[0152] like Fig. 9As shown, the novel cantilevered corridor building comprises at least two building floor structures 100 and at least one novel cantilevered corridor structure 200 as described in Examples 1 and 2. The novel cantilevered corridor structure 200 is arranged between two horizontally adjacent building floor structures 100, and the first beam units 210 of the novel cantilevered corridor structure 200 are respectively arranged at the edges of the two building floor structures 100.

[0153] The above description is only a preferred embodiment of the present invention, and does not limit the implementation mode and protection scope of the present invention. For those skilled in the art, it should be aware that all solutions obtained by equivalent substitutions and obvious changes made using the description and illustrations of the present invention should be included in the protection scope of the present invention.

Claims

1. A new type of suspended corridor structure, characterized in that: include: first beam units, wherein the first beam units are respectively located at the edges of two building floor structures; A second beam unit, wherein the second beam unit is disposed between two building floor structures, and an end of the second beam unit is connected to an end of the first beam unit; A first supporting unit, wherein the first supporting unit is disposed at a lower portion of the second beam unit, an end portion of the first supporting unit is hinged to the first beam unit, and an axial direction of the first supporting unit coincides with an axial center line of the first beam unit when viewed from a top view; a second supporting unit, wherein the second supporting unit is disposed between the first supporting unit and the second beam unit and is hinged to the first supporting unit and the second beam unit respectively, and a longitudinal section of the second supporting unit is V-shaped; a third beam unit, wherein the third beam unit is arranged inside the second beam unit, and when viewed from a top view, a projection of the third beam unit covers a projection of the second support unit; A plate unit is arranged on the upper part of the third beam unit and is connected to the second beam unit and the third beam unit respectively.

2. The novel suspended corridor structure according to claim 1 is characterized in that: The first beam unit comprises: Two first beam elements, the two first beam elements are respectively located at the edges of two building floor structures, and the ends of the first beam elements are respectively connected to the ends of the second beam elements; Two first fixing elements are respectively arranged at the midpoints of the corresponding first beam elements and are respectively hinged to the ends of the first supporting units.

3. The novel suspended gallery structure according to claim 1 is characterized in that: The second beam unit comprises: Two second beam elements, the two second beam elements are arranged between two building floor structures, the ends of the second beam elements are connected to the ends of the first beam units, and the third beam unit and the plate unit are arranged between the two second beam elements; A plurality of second fixing elements are arranged at intervals at the bottom of the second beam element and are respectively hinged to the second supporting units.

4. The novel suspended gallery structure according to claim 1 is characterized in that: The first supporting unit comprises: A first supporting element, wherein the first supporting element is disposed at a lower portion of the second beam unit, and when viewed from a top view, an axial direction of the first supporting element coincides with an axial center line of the first beam unit; Two first mounting elements, which are arranged at ends of the first supporting element and are respectively hinged to the first beam unit; A plurality of first connecting elements are arranged on the first supporting element and are respectively hinged to the bottom end of the second supporting unit.

5. The novel suspended gallery structure according to claim 1 is characterized in that: The second supporting unit comprises: A plurality of second supporting elements, wherein the plurality of second supporting elements are arranged between the first supporting unit and the second beam unit at intervals in the horizontal direction, and the longitudinal section of the second supporting element is V-shaped; A plurality of second mounting elements, wherein the plurality of second mounting elements are respectively disposed on the top of the corresponding second supporting elements and are respectively hinged to the second beam units; A plurality of second connecting elements are respectively arranged at the bottom of the corresponding second supporting elements and are respectively hinged to the first supporting units.

6. The novel suspended gallery structure according to claim 1 is characterized in that: The third beam unit comprises: A plurality of third beam elements are arranged at intervals in the horizontal direction inside the second beam unit, the plate unit is arranged on the top of the third beam elements, and the projection of the third beam elements covers the projection of the second supporting unit when viewed from a top view.

7. The novel suspended gallery structure according to claim 6 is characterized in that: The third beam unit further includes: A plurality of fourth beam elements are arranged between two adjacent third beam elements and are respectively connected to the second beam units.

8. The novel suspended gallery structure according to claim 1 is characterized in that: The panel unit comprises: A plate element is arranged on the upper part of the third beam unit and is connected to the second beam unit and the third beam unit respectively.

9. The novel suspended gallery structure according to any one of claims 1 to 8, characterized in that: Also includes: A protection unit is provided on the upper part of the second beam unit to prevent falling.

10. A new type of suspended corridor building, characterized in that: include: At least two building floor structures; At least one new suspended corridor structure as described in any one of claims 1 to 9, wherein the new suspended corridor structure is arranged between two horizontally adjacent building floor structures, and the first beam units of the new suspended corridor structure are respectively arranged at the edges of the two building floor structures.

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