CN213980079U

CN213980079U - Rest pavilion suitable for appearance steel construction system is made to traditional stone

Info

Publication number: CN213980079U
Application number: CN202022612809.3U
Authority: CN
Inventors: 张小茹; 车顺利
Original assignee: China Northwest Architecture Design and Research Institute Co Ltd
Current assignee: China Northwest Architecture Design and Research Institute Co Ltd
Priority date: 2020-11-12
Filing date: 2020-11-12
Publication date: 2021-08-17
Anticipated expiration: 2030-11-12

Abstract

The utility model discloses a rest pavilion suitable for a traditional stone-made appearance steel structure system, which comprises a column body, a beam body, a bucket arch and a roof truss, wherein the column body comprises an outer column and a metal column positioned in the center; the upper part of each column body is connected with a bucket arch, and the bucket arch and the central column are connected through a first pin joint; a cross beam body is arranged between the adjacent columns, a supporting body penetrating through the cross beam body is further arranged in the cross beam body, the supporting body extends to two ends of the cross beam body, and two ends of the supporting body are connected to the central column and the bucket arch; the top end of the column body is connected with an roof truss, the directions of the roof layer, the upper framework layer, the cast-in-place concrete layer and the lower framework layer of the roof truss are all that one end is connected to an eave, and the other end extends obliquely upwards to the top of the roof truss; one end of the supporting structure of the roof truss is connected with the eave, and the other end of the supporting structure of the roof truss is connected with the upper part of the column body. The utility model discloses intensity is high, and the dead weight is light, and each part is connected conveniently, and roofing waterproof corrosion resistance can be good.

Description

Rest pavilion suitable for appearance steel construction system is made to traditional stone

Technical Field

The utility model belongs to the technical field of building structure, specifically belong to a rest pavilion suitable for appearance steel construction system is made to traditional stone.

Background

The using function of the rest pavilion aims to provide public spaces for people to rest, enjoy the cool, communicate and view scenes. The building appearance design draws the traditional building shape, symbol and proportion, and the concise gas quality is formed and transmitted to the historical thickness.

Gardens rest pavilion is one of present main scenic spot rest facility, is the building that supplies visitor's sightseeing and rest, and their existence has the service function that lets visitor's foot rest on the one hand, and on the other hand, visitor and rest pavilion direct contact observe the appreciation to it closely, therefore its quality directly influences visitor's impression and experience to the whole environment in scenic spot.

However, if present rest pavilion uses wooden material more if wooden stone material, its overall structure no matter be post, bracket or roof truss, all comparatively tradition, for example the intensity of post and crossbeam and bracket is not enough, or the anti-seismic performance of bracket is not good, and the bracket is not enough with the stability of being connected of post in addition, or the waterproof anticorrosive sun-proof properties of roof truss etc. all exist inadequately.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a dead weight is light, and waterproof anticorrosive sun-proof performance is good, and stability is strong, the effectual rest pavilion of antidetonation.

The technical scheme of the utility model is that: the utility model provides a rest pavilion suitable for appearance steel construction system is made to traditional stone, includes cylinder, crossbeam body, bracket and roof truss, cylinder, crossbeam and bracket are a plurality ofly.

The column body comprises a peripheral column and a central column, and the central column is a metal column; and the upper part of each column body is connected with an arch, and the arch is connected with the central column through a first pin joint.

The cross beam body is arranged between the adjacent columns, a supporting body penetrating through the cross beam body is further arranged inside the cross beam body, the supporting body extends to two ends of the cross beam body, and two ends of the supporting body are connected to the central column and the bucket arch.

The top end of the column body is connected with the roof truss, and the whole roof truss is of a covering bucket type structure and comprises a roof layer, an upper framework layer, a cast-in-place concrete layer, a lower framework layer and a bearing structure.

The roof layer, the upper framework layer, the cast-in-place concrete layer and the lower framework layer are all in the direction that one end is connected to the eave, and the other end extends to the top of the roof truss in the inclined upward direction.

One end of the bearing structure is connected with the eave, and the other end of the bearing structure is connected with the upper part of the column body.

As a further optimization of the scheme, the peripheral column is a stone column, the central column is a steel column, and uniform reserved expansion gaps are arranged between the peripheral column and the central column.

As a further optimization of the scheme, the bucket arch comprises a plurality of bucket arch units, the bucket arch units are intersected at the column body and connected with the central column through the first pin connector, and the first pin connector is a steel bar connector.

According to the scheme, the hopper arch unit comprises an arch structure and a lifter, wherein the bottom of the arch structure is connected with the smoke hopper and is in mortise and tenon connection with the smoke hopper; the two ends of the arch structure respectively comprise a first connecting end and a second connecting end, and the first connecting end and the second connecting end are used for connecting the risers to the two ends of the arch structure through second pin connectors.

As a further optimization of the scheme, a groove is arranged above the riser, and each end of the beam body is positioned in the groove and connected with the central column.

The support body is of an I-shaped steel structure; the I-shaped steel structure extends to each end of the beam body and is connected with the steel column.

The beam body on the periphery of the support body is connected with the peripheral column.

According to the further optimization of the scheme, the beam body is further provided with an opening right above the supporting body, a steel pipe is arranged in the opening, and the steel pipe is connected with the steel column in the column body.

According to the further optimization of the scheme, the bottom of the roof layer is connected with the upper framework layer through the connecting component, and the roof layer is a granite tile-log tile combined integrated plate.

The bottom of the upper framework layer is a cast-in-place concrete layer, and the bottom of the cast-in-place concrete layer is a lower framework layer.

The upper framework layer and the lower framework layer are further connected to one end, located at the eave, of the bearing structure, and the bearing structure comprises a honeycomb plate and a bearing framework on the honeycomb plate.

The upper framework layer is connected with one end, located at the eave, of the honeycomb plate, and the lower framework layer is connected with one end, located at the eave, of the bearing framework.

As the further optimization of the scheme, the upper framework layer is a main framework of the hot-dip galvanized steel channel; the lower skeleton layer is a steel skeleton.

The honeycomb plate is a stone honeycomb plate, and the bearing framework is a light steel keel.

As a further optimization of the scheme, the roof truss structure further comprises a roof truss supporting piece, a bottom roof truss and a roof supporting structure.

The bottom roof truss is positioned at the bottom of the lower framework layer, one end of the bottom roof truss reaches the column, and the other end of the bottom roof truss is connected with the roof supporting structure.

The roof truss supporting piece is of an L-shaped structure, one end of the roof truss supporting piece is connected with the beam body and the column body, and the other end of the roof truss supporting piece is connected with the bottom roof truss.

According to the further optimization of the scheme, steel supports are arranged inside the roof supporting structure and connected with the upper framework layer, the cast-in-place concrete layer and the lower framework layer.

The roof layer and the bottom roof truss are both connected to the periphery of the roof supporting structure.

The upper part of the steel support is also provided with an integrated upper support structure, and the upper support structure is connected with the periphery of the roof support structure through a connecting assembly.

The utility model has the advantages that:

1. the central column of the column body of the utility model is a metal column, the weight is light, the material is saved, the connection with the bucket arch and the beam body is more convenient, the bucket arch is connected with the central column of the column body by the pin joint, and the stability is strong; the supporting body is arranged in the beam body in a penetrating manner, and the supporting body is used as an important structure for bearing the beam body and is conveniently connected with a metal central column; the roof truss is connected to the cylinder upper end, and the roof truss is whole to be covering the hopper type structure, including extending to the bearing structure of eave department, can strengthen the holistic holding power of roof truss.

2. The utility model discloses a set up the I-shaped steel construction that transversely link up the crossbeam body at the crossbeam body, at first can alleviate the dead weight of crossbeam body, I-shaped steel construction bearing is still being equipped with the hole directly over the supporter to the crossbeam body, and the both ends of hole are equipped with the steel pipe, when lightening the crossbeam body dead weight, can reduce the pressure that support piece supported the crossbeam body, and the steel pipe can undertake the construction load and the structure weight of construction stage as strength nature skeleton.

3, the utility model discloses roof boarding adopts integrative pantile board, reaches fine waterproof anticorrosive sun-proof performance, and stone material honeycomb panel is hung to the roof boarding lower part, can alleviate roof truss weight for the overall structure system is more favourable.

4. The utility model discloses the roof truss includes hot-galvanize channel-section steel main skeleton, and lower skeleton layer is the steel skeleton, and light gauge steel's bearing skeleton all has fine intensity height, the light characteristics of dead weight, and safe and reliable degree is high.

Drawings

Fig. 1 is a schematic view of the overall structure of the rest kiosk in the embodiment of the present invention;

FIG. 2 is a schematic cross-sectional view of a column in an embodiment of the invention;

FIG. 3 is a schematic cross-sectional view of the bucket arch unit and the column in an embodiment of the present invention;

FIG. 4 is a schematic view of the connection structure of the bucket arches with the column and the beam body in the embodiment of the present invention;

FIG. 5 is a top view of an embodiment of the present invention showing the attachment of the bucket arches to the posts;

fig. 6 is a schematic cross-sectional view of a beam body according to an embodiment of the present invention;

fig. 7 is a schematic structural view of a roof truss in an embodiment of the present invention;

fig. 8 is a schematic view of the connection assembly structure of the roof truss in the embodiment of the present invention.

Reference numerals: 1-a column; 11-peripheral posts; 12-a central column; 2-bucket arch; 21-an arch unit; 22-liter; 23-a first pin connection; 24-a second pin connection; 25-smoke funnel; 3-a beam body; 31-a support; 32-opening the hole; 33-a steel pipe; 34-reserving gaps; 4-roof truss; 41-roof covering; 42-upper framework layer; 43-a cast-in-place concrete layer; 44-a roof truss support; 45-a connection assembly; 451-first bolt; 452-a second bolt; 453-a first connecting structure; 454-a third bolt; 455-a second connecting structure; 456-a third connecting structure; 46-a first skeleton; 47-supporting framework; 48-a honeycomb panel; 49-bottom roof truss; 5-a roof support structure; 51-steel support; 52-upper support structure.

Detailed Description

The present invention is described in detail with reference to the embodiments shown in the drawings, but it should be understood that these embodiments are not intended to limit the present invention, and those skilled in the art should understand that the functions, methods, or structural equivalents or substitutions made by these embodiments are within the scope of the present invention.

In the description of the present embodiments, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.

Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit to a number of indicated technical features. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the invention, the meaning of "a plurality" is two or more unless otherwise specified.

The terms "mounted," "connected," and "coupled" are to be construed broadly and may, for example, be fixedly coupled, detachably coupled, or integrally coupled; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the creation of the present invention can be understood by those of ordinary skill in the art through specific situations.

As shown in fig. 1-2, this embodiment provides a rest pavilion suitable for a traditional stone-made appearance steel structure system, including cylinder 1, crossbeam body 3, bracket 2 and roof truss 4, cylinder 1, crossbeam body 3 and bracket 2 are a plurality of.

The column body 1 comprises a peripheral column 11 and a central column 12, and the central column 12 is a metal column.

The upper part of each column 1 is connected with an arch 2, and the arch 2 and the central column 12 are connected through a first pin connector 23.

Referring to fig. 1 and 6, a cross beam body 3 is disposed between adjacent columns 1, a support body 31 penetrating through the cross beam body 3 is further disposed inside the cross beam body 3, the support body 31 extends to two ends of the cross beam body 3, and two ends of the support body 31 are connected to the center column 12 and the bucket arch 2.

Referring to fig. 1 and 7, the top end of the column body 1 is connected with the roof truss 4, and the roof truss 4 is of a hopper-type structure as a whole and comprises a roof layer 41, an upper framework layer 42, a cast-in-place concrete layer 43, a lower framework layer 46 and a supporting structure.

The roof layer 41, the upper framework layer 42, the cast-in-place concrete layer 43 and the lower framework layer 46 are all connected to the eave at one end, and the other end extends obliquely upwards to the top of the roof truss 4.

One end of the supporting structure is connected with the eave, and the other end is connected with the upper part of the column body 1.

Through the scheme, the column body adopts the mode of the peripheral column 11 and the metal central column 12, so that the weight of the column body can be reduced, a huge stone roof can be conveniently supported, and the stress structure is changed; the bucket arch is also convenient to be connected with the column, the bucket arch is connected with the metal central column 12 in the column through the first pin connection piece 23, the whole bucket arch is more firmly connected, and the safety and the shock resistance of the bucket arch are greatly improved. A support body 31 penetrates through the beam body 3, and the support body 31 is used as an important structure of a bearing beam body and is conveniently connected with the metal central column 12; the roof truss is connected to 1 upper end of cylinder, and the roof truss is whole to be covering the hopper type structure, including extending to the bearing structure of eave department, can strengthen the holistic holding power of roof truss.

With continued reference to fig. 2, the peripheral column 11 of the column body 1 is a stone column, the central column 12 is a steel column, and a uniform reserved expansion gap 13 is provided between the peripheral column 11 and the central column 12. The reserved expansion gap 13 prevents the mutual influence of expansion with heat and contraction with cold between the stone column and the steel column, and in addition, the surface of the steel column is brushed with a thin coating type fireproof coating, and the fire resistance limit is 2.0 hours.

As shown in fig. 3-5, the arch 2 includes a plurality of arch units 21, the arch units 21 intersect at the column 1 and are connected to the central column 12 by a first pin connector 23, and the first pin connector 23 is a steel bar connector. Specifically, first pin connector 23 includes a plurality of transverse connection muscle and longitudinal tie muscle, and the one end and the cylinder of longitudinal tie muscle are connected, and the other end is connected with a plurality of transverse tie muscle, and the transverse tie muscle stretches into inside the hunch structure, and is parallel to each other between a plurality of transverse tie muscle. The plurality of transverse connecting ribs of the first pin connecting piece 23 are uniformly arranged up and down in the height direction of the contact surface of the bucket arch and the column body 3, so that the connection of the column body 1 and the arch structure is uniformly stressed.

The first pin connection member 1 extends into the column body 1, and the integrity and stability of the connection between the bucket arch 2 and the column body 1 are enhanced. And the steel bar connecting piece has high strength, stable and reliable quality, simple operation, high construction speed and wide application range.

The hopper arch unit 21 comprises an arch structure and a lifter 22, wherein the bottom of the arch structure is connected with the smoke hopper 25 and is in mortise and tenon connection with the smoke hopper 25; the two ends of the arch structure comprise a first connecting end and a second connecting end, the first connecting end and the second connecting end connect the risers 22 at the two ends of the arch structure through the second pin connectors 24, besides, the bottoms of the risers 22 further comprise protrusions, grooves are formed in the first connecting end and the second connecting end of the arch structure, and the protrusions are clamped into the grooves.

The second pin connection 24 is a T-connection. The T-shaped connecting piece is convenient to mount and dismount and is also connected and fastened. Moreover, the second pin connecting piece 24 is positioned at the central part of the riser 22, so that the stress is uniform during connection, the riser 22 is connected with the arch structure through the second pin connecting piece 24, the arch structure and the riser 22 are connected into a whole, and the whole is integrated into a traditional mortise-tenon system and a steel pin connecting system, so that the whole connection of the bucket arch is firmer.

A groove is arranged above the lifter 22, and each end of the beam body 3 is positioned in the groove and connected with the central column 12; the supporting body 31 is of an I-shaped steel structure, a rectangular groove is formed in the beam body 3, the supporting body is of an I-shaped steel structure, the I-shaped steel structure extends to each end of the beam body 3 and is connected with a steel column, and the beam body 3 on the periphery of the supporting body 31 is connected with the peripheral column 11; in addition, the surface of the I-shaped steel structure steel beam is brushed with a thin-coating fireproof coating, and the fire resistance limit is 1.0 hour.

The support body 31 is of an i-shaped steel structure. Under the same section load, the I-shaped steel structure is lighter than the traditional structure, and the support steel has the characteristics of high strength, light weight, impact resistance, long service life and the like, and penetrates through the beam body 3 and extends at the two ends of the rectangular groove, so that the I-shaped steel structure is conveniently connected with the steel column inside the column body 1.

Preferably, the beam body 3 is further provided with an opening 32 directly above the support body 31, a steel pipe 33 is provided inside the opening 32, and the steel pipe 33 is connected with a steel column inside the column body 1. The dead weight of crossbeam body 3 has further been alleviateed in the setting of trompil 32, also the corresponding pressure that alleviates supporter 31, and when trompil 32 alleviateed crossbeam body 1 dead weight, the corresponding fastness and the stability of connecting have also been strengthened.

As shown in fig. 7 and 8, the bottom of the roof layer 41 is connected to the upper skeleton layer 42 by the connecting assembly 45, and the roof layer 41 is a combined body plate of granite shingles. Granite pantile combines the intergral template rule huge, satisfies the advantage that has fine durability, and overall structure texture is hard moreover, and is more closely knit, and waterproof anticorrosive sun-proof performance is better.

The coupling assembly 45 has a specific structure as shown in fig. 8, and the coupling assembly 45 includes a first bolt 451, a first connecting structure 453, a second connecting structure 455, a second bolt 452, a third bolt 454, and a third connecting structure 456.

One end of the first bolt 451 is connected with the roof layer 41, the head of the other end is connected with the first connecting structure 453, and the first connecting structure 453 is provided with a second bolt 452; the second bolt 452 is connected with one end of the second connecting structure 455, the other end of the second connecting structure 455 is connected with the third connecting structure 456, and one ends of the second connecting structure 455 and the third connecting structure 456 are connected through the third bolt 454; the other end of the third connecting structure 456 is connected to the upper carcass layer 42.

This kind of connected mode can be very convenient connect upper skeleton layer 42 and roof layer 41, because upper skeleton layer 42 is hot-galvanize channel-section steel main frame, so coupling assembling 45 can also be steel construction or other metal construction, wherein the one end of third connection structure 456 can weld on upper skeleton layer 42, and roof layer 41 is the material of granite, so connect roof layer 41 through first bolt 451, this kind of structure can satisfy the connection between hot-galvanize channel-section steel main frame and the granite material simultaneously, and the connection is fastened moreover, and is convenient.

The bottom of the upper framework layer 42 is a cast-in-place concrete layer 43, and the bottom of the cast-in-place concrete layer 43 is a lower framework layer.

In addition, in order to further enhance the waterproof effect, a self-adhesive waterproof coating is arranged between the upper framework layer 2 and the cast-in-place concrete layer 43, a 1.5 mm-thick high-molecular self-adhesive waterproof coating is generally brushed once to serve as a waterproof layer, the lower layer of the self-adhesive waterproof coating of the waterproof layer is a cement mortar leveling layer, and the cement mortar leveling layer is arranged on the surface of the cast-in-place concrete layer 43. Here, the cast-in-place concrete layer 43 is protected from water, and the overall waterproof effect of the roof truss is enhanced.

The upper framework layer and the lower framework layer are also connected to one end of the bearing structure located at the eave, and the bearing structure comprises a honeycomb plate 48 and a bearing framework 47 on the honeycomb plate. The honeycomb plate can reduce the dead weight of the bearing structure, and the bearing framework can reduce the pressure of the roof truss and change the stress of the roof truss as an important structure of the bearing structure.

The upper framework layer 42 is connected with one end of the honeycomb plate 48 at the eave, and the lower framework layer 46 is connected with one end of the supporting framework 47 at the eave. The upper framework layer and the lower framework layer are connected with the bearing structure into a whole, the bearing structure is also a part of the roof truss as the whole roof truss structure, and simultaneously, the bearing structure bears the pressure of the eave part of the covering hopper-shaped roof truss.

In addition, in the embodiment, the upper frame layer 42 is a main frame of the hot-dip galvanized steel channel; the lower skeleton layer 46 is a steel skeleton; the honeycomb plate 48 is a stone honeycomb plate, and the bearing framework 47 is a light steel keel.

The hot-dip galvanized steel channel, also called hot-dip galvanized steel channel and hot-dip galvanized steel channel, is an effective metal corrosion prevention mode, is mainly used for metal structure facilities of various industries, and is characterized in that the steel channel after rust removal is immersed into molten zinc liquid at the temperature of about 440-460 ℃, so that the steel channel surface is covered with a thick and compact pure zinc layer, and a steel framework can be protected from corrosion. In normal atmosphere, the zinc layer surface forms a very thin and dense zinc oxide layer surface which is difficult to dissolve in water, thus protecting the upper skeleton layer 42.

The lower framework layer 46 is a steel framework, the overall strength is high, meanwhile, the self weight of the roof truss can be reduced, and the steel framework light plate belongs to a light plate and is beneficial to earthquake resistance. The bearing framework 47 is a light steel keel, the stone honeycomb plate is arranged outside the bearing framework, compared with a common reinforced concrete structure, the steel structure has the advantages of uniformity, high strength, high construction speed, good shock resistance, high recovery rate and the like, and the steel is higher than the strength and the elastic modulus of masonry and concrete by many times, so that under the condition of the same load, the steel structure is light in weight, and the stone aluminum honeycomb plate is arranged at the periphery of the steel structure, so that the steel structure has the characteristics of light weight, small radiation pollution, stone material saving, large plate surface size and the like.

Specifically, the honeycomb plate 48 and the roof layer 41 are connected into a whole at the bottom of the eave through a concrete structure in the vertical direction; the upper framework layer 42 is connected with the supporting framework 47 into a whole through a vertical steel structure at the position close to the eave. The concrete structure in the vertical direction and the steel structure in the vertical direction are also connected through the first connecting component 5, and the direction during specific connection is related to the direction of the connected surface layer.

Continuing to refer to FIG. 7; the roof truss provided by the embodiment further comprises a roof truss supporting piece 44, a bottom roof truss 49 and a roof supporting structure 5; the bottom roof truss 49 is positioned at the bottom of the lower framework layer 46, one end of which reaches the column 1 and the other end of which is connected with the roof support structure 5; here the bottom roof truss 49 is made of steel.

The roof truss support 44 is L-shaped, with one end connected to the beam body 3 and the column 1 and the other end connected to the bottom roof truss 49. The junction of the column body 1 and the L-shaped structure is also provided with a steel material, the steel material is in contact with the lower framework layer 46, the direction is in the direction of the column body 1, the L-shaped structure and the steel material are connected with one L-shaped edge of the L-shaped structure through a connecting assembly 45, wherein the L-shaped structure of the roof truss supporting member 44 is made of granite materials, and the connecting assembly 45 can specifically select the connecting direction of the connecting assembly 45 according to the direction of the connecting surface.

A steel support 51 is arranged in the roof support structure 5, and the steel support 51 is connected with the upper framework layer 42, the cast-in-place concrete layer 43 and the lower framework layer 46;

the roof layer 41 and the bottom roof truss 49 are both connected to the periphery of the roof support structure 5;

the upper portion of the steel support 51 also has an integral upper support structure 52, the upper support structure 52 being connected to the periphery of the roof support structure 5 by a connection assembly 45.

The roof supporting structure 5 is used for connecting the roof layer 41, the upper framework layer 42, the cast-in-place concrete layer 43 and the lower framework layer 46, the periphery is made of stone materials, the interior is also made of steel materials, the self weight can be reduced while the connection is convenient, and the overall strength of the roof truss is enhanced.

In addition, the roof modeling is a covering bucket type roof, the bottom width is 10M, the height is 2M, a 1.5M square skylight hole is formed in the covering bucket top, the roof supporting structure 5 is enclosed into a structure in the positive direction, and the sunshine, the cloud, the wind and the rain are discharged from the skylight, so that the algae wells of the rest pavilion are different.

The roof is also provided with a plurality of bricks at the junction of the granite tube tile plate and the integral plate of the covering bucket type structure.

The above list of details is only for the practical implementation of the present invention, and they are not intended to limit the scope of the present invention, and all equivalent implementations or modifications that do not depart from the technical spirit of the present invention should be included in the scope of the present invention.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The rest pavilion suitable for the traditional stone-made appearance steel structure system is characterized by comprising a plurality of columns (1), a beam body (3), bucket arches (2) and roof trusses (4), wherein the columns (1), the beam body (3) and the bucket arches (2) are all provided;

the column body (1) comprises an outer column (11) and a central column (12), and the central column (12) is a metal column;

the upper part of each column body (1) is connected with an arch hopper (2), and the arch hopper (2) and the central column (12) are connected through a first pin joint (23);

a cross beam body (3) is arranged between the adjacent columns (1), a supporting body (31) penetrating through the cross beam body (3) is further arranged inside the cross beam body (3), the supporting body (31) extends to two ends of the cross beam body (3), and two ends of the supporting body (31) are connected to the central column (12) and the bucket arch (2);

the top end of the column body (1) is connected with the roof truss (4), the roof truss (4) is of a covering bucket type structure integrally, and the covering bucket type structure comprises a roof layer (41), an upper framework layer (42), a cast-in-place concrete layer (43), a lower framework layer (46) and a bearing structure;

the roof layer (41), the upper framework layer (42), the cast-in-place concrete layer (43) and the lower framework layer (46) are all arranged in the direction that one end is connected to an eave and the other end extends obliquely upwards to the top of the roof truss (4);

one end of the bearing structure is connected with the eave, and the other end of the bearing structure is connected with the upper part of the column body (1).

2. The rest pavilion suitable for the conventional stone-made profiled steel structure system according to claim 1 is characterized in that the peripheral columns (11) are stone columns, the central columns (12) are steel columns, and uniform reserved expansion gaps (13) are arranged between the peripheral columns (11) and the central columns (12).

3. The rest pavilion suitable for the conventional stone-made profiled steel structure system according to claim 2, wherein the hopper arches (2) comprise a plurality of hopper arch units (21), the plurality of hopper arch units (21) intersect at the column body (1) and are connected with the central column (12) through the first pin connector (23), and the first pin connector (23) is a steel bar connector.

4. The rest pavilion applicable to the conventional stone-made profiled steel structure system as claimed in claim 3, wherein said arch unit (21) comprises an arch structure and a riser (22), said arch structure is connected with a coggygria (25) at the bottom and is mortise-jointed with said coggygria (25); the two ends of the arch structure respectively comprise a first connecting end and a second connecting end, and the first connecting end and the second connecting end are used for connecting the risers (22) to the two ends of the arch structure through second pin connectors (24).

5. The rest pavilion suitable for the conventional stone-made profiled steel structure system as described in claim 4, wherein a groove is provided above the riser (22), each end of the beam body (3) is located in the groove and connected with the central column (12);

the support body (31) is of an I-shaped steel structure; the I-shaped steel structure extends at each end of the beam body (3) and is connected with the steel column;

the beam body (3) at the periphery of the support body (31) is connected with the peripheral column (11).

6. The rest pavilion suitable for the traditional stone-made profiled steel structure system according to claim 5 is characterized in that the beam body (3) is further provided with an opening (32) right above the supporting body (31), a steel pipe (33) is arranged in the opening (32), and the steel pipe (33) is connected with a steel column in the column body (1).

7. The rest pavilion suitable for the conventional stone-made profiled steel structure system according to claim 5 wherein the bottom of the roof layer (41) is connected with an upper skeleton layer (42) through a connecting assembly (45), and the roof layer (41) is a granite shingle combined body plate;

the bottom of the upper framework layer (42) is a cast-in-place concrete layer (43), and the bottom of the cast-in-place concrete layer (43) is a lower framework layer;

the upper framework layer (42) and the lower framework layer (46) are also connected to one end of the supporting structure, which is positioned at the eave, and the supporting structure comprises a honeycomb plate (48) and a supporting framework (47) on the honeycomb plate;

the upper framework layer (42) is connected with one end, located at the eave, of the honeycomb plate (48), and the lower framework layer (46) is connected with one end, located at the eave, of the supporting framework (47).

8. The rest pavilion applicable to the traditional stone-made profiled steel structure system according to claim 7 is characterized in that the upper frame layer (42) is a hot galvanized steel channel main frame; the lower skeleton layer (46) is a steel skeleton;

the honeycomb plate (48) is a stone honeycomb plate, and the bearing framework (47) is a light steel keel.

9. The rest kiosk for conventional stone-made profiled steel structure system as claimed in claim 8, characterized by further comprising roof truss supports (44), bottom roof truss (49), roof support structure (5);

the bottom roof truss (49) is positioned at the bottom of the lower framework layer (46), one end of the bottom roof truss reaches the column body (1), and the other end of the bottom roof truss is connected with the roof supporting structure (5);

the roof truss supporting piece (44) is of an L-shaped structure, one end of the roof truss supporting piece is connected with the beam body (3) and the column body (1), and the other end of the roof truss supporting piece is connected with the bottom roof truss (49).

10. The rest pavilion suitable for the conventional stone-made profiled steel structure system according to claim 9 is characterized in that steel struts (51) are arranged inside the roof support structure (5), and the steel struts (51) are connected with the upper framework layer (42), the cast-in-place concrete layer (43) and the lower framework layer (46);

the roof layer (41) and the bottom roof truss (49) are both connected to the periphery of the roof support structure (5);

the upper part of the steel support (51) is also provided with an integrated upper support structure (52), and the upper support structure (52) is connected with the periphery of the roof support structure (5) through a connecting assembly (45).