CN216973890U - Triangular fish belly steel truss column and truss pull rod curtain wall system structure for station house - Google Patents
Triangular fish belly steel truss column and truss pull rod curtain wall system structure for station house Download PDFInfo
- Publication number
- CN216973890U CN216973890U CN202220426205.6U CN202220426205U CN216973890U CN 216973890 U CN216973890 U CN 216973890U CN 202220426205 U CN202220426205 U CN 202220426205U CN 216973890 U CN216973890 U CN 216973890U
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- steel truss
- rods
- triangular
- column
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to the technical field of building outer wall decoration, in particular to an triangular fish-bellied steel truss column and a truss pull rod curtain wall system structure for a station house, which comprises triangular fish-bellied steel truss columns for the station house, wherein the triangular fish-bellied steel truss columns are arranged at intervals along a side beam and are fixed on the ground through column feet; a plurality of suspension rods are arranged at intervals along the side beam and vertically extend downwards; a plurality of transverse keels are arranged at intervals along the radial direction of the suspender; the glass curtain wall is arranged between the upper and lower adjacent transverse keels and between the left and right adjacent hanging rods. The utility model can achieve the effect of a curtain wall which is horizontal, clear and vertical, and has the advantages of large space between structural members, strong daylighting performance and permeability, so that the curtain wall is concise and bright as a whole and has a wide visual field.
Description
Technical Field
The utility model relates to the technical field of curtain wall steel structure connectors, in particular to a triangular fish belly steel truss column for a station house.
The utility model also relates to the technical field of building outer wall decoration, in particular to a triangular fish web steel truss pull rod curtain wall system structure for a station building.
Background
The curtain wall is a light enclosure outer wall with decorative effect commonly used on modern large and high-rise buildings, is not bearing, is surrounded and suspended at the periphery of a main structure of the building like a curtain cloth, and can bring the effect of attractive appearance to the whole building.
In the construction process of modern railway station houses, the construction of glass curtain walls is an indispensable ring, the construction of the curtain walls of the existing railway station houses generally adopts the mode that the traditional transverse keel and the vertical keel are combined, the glass curtain walls constructed by adopting the mode have the advantages that the transverse keel and the vertical keel divide glass into small pieces, and large pieces of glass cannot be connected into one piece. Receive the restriction of this system simultaneously, the interval is little between the curtain structural component, has certain influence to the light transmissivity, when seeing the thing of outside through the curtain, the field of vision can receive the influence of horizontal fossil fragments and vertical fossil fragments.
Therefore, a station building curtain wall structure system with small influence on the visual field and good light transmission performance is needed.
In order to solve the above problems, a truss support structure used in conjunction with the curtain wall system is also needed to provide a larger distance between two adjacent members in the curtain wall system.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem of providing a triangular fish belly steel truss column for a station house.
The utility model aims to solve another technical problem of providing a triangular fish-belly steel truss pull rod curtain wall structure system for a station house.
An angle fish belly steel truss column for station building, comprising:
the two main rods are arranged side by side at intervals and extend vertically;
the transverse web members are axially arranged along the main rods at intervals and are positioned between the two main rods;
the two column feet are fixedly connected to the lower ends of the two main rods respectively;
further comprising: the arched chord member is provided with two arc branches extending upwards and fixedly connected with the upper ends of the two main rods respectively, and also provided with two arc branches extending downwards and fixedly connected with the lower ends of the two main rods respectively;
be provided with a plurality of horizontally oblique web members of arranging along mobile jib axial interval between arch chord member and mobile jib, a horizontal web member of same high position corresponds two oblique web members, and the three encloses into the triangle-shaped structure.
Preferably, the column base includes a vertical downwardly extending ear plate embedded in the lower end of the main rod 1, a circular through hole is formed in the part of the ear plate extending out of the reinforcing rod, a support plate is respectively arranged on the front surface and the rear surface of the ear plate, corresponding through holes are formed in the support plate, and the support plate is hinged to the ear plate through the circular through hole.
The utility model provides a stand room with triangle fish belly steel truss pull rod curtain wall architecture, includes:
the triangular fish belly steel truss columns for the station house are arranged at intervals along the side beams and are fixed on the ground through column feet;
a plurality of suspension rods are arranged at intervals along the side beam and vertically extend downwards;
a plurality of transverse keels are arranged at intervals along the radial direction of the suspender;
and the glass curtain wall is arranged between the upper and lower adjacent transverse keels and between the left and right adjacent hanging rods.
Preferably, a plurality of wall connecting pieces which are spaced up and down extend from the main rod, and the wall connecting pieces horizontally extend and are fixedly connected to the transverse keels.
Preferably, the transverse keel is a truss.
Preferably, the transverse keel is paved with the sun shield along the axial direction of the transverse keel.
Preferably, the hanger rod is a S316 high-strength stainless steel pull rod with the diameter of 24 mm.
The technical scheme of the utility model has the following advantages:
1. the curtain wall structure system adopts the suspender structure, which plays a role in bearing the self weight of the curtain wall, enables the whole curtain wall to achieve the technical effect of horizontal, clear and vertical hiding, and connects large sheets of glass into one piece, thereby having beautiful structure;
2. the standing house adopts the triangular fish-bellied steel truss column structure, the space between two adjacent steel truss columns is increased by adopting the structure, and the permeability of the curtain wall is increased, so that the curtain wall is overall concise and clear, and the visual field is wide.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
FIG. 1 is a front view of the triangular fish-bellied steel truss structure of the utility model;
FIG. 2 is a right side view of the structure of the triangular fish-bellied steel truss of the utility model;
FIG. 3 is a front elevational view of the construction of the ear plate and attachment means of the present invention;
FIG. 4 is a right side view of the construction of the ear plate and attachment means of the present invention;
FIG. 5 is a schematic view of the connection between the triangular fish belly steel truss column and the curtain wall structure for the station house according to the present invention;
fig. 6 is a partially enlarged view of the circled portion in fig. 5 according to the present invention.
Description of reference numerals:
1. a main rod; 101. a wall connecting piece; 2. an arched chord; 201. an arc branch; 3. a column shoe; 301. an ear plate; 302. a support plate; 4. a transverse web member; 5. a diagonal web member; 6. a boom; 7. glass curtain wall.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being 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," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; 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 meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In addition, the technical features involved in the different embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
As shown in fig. 1-2, a triangular fish belly steel truss column for a station house comprises:
the two main rods 1 are arranged side by side at intervals and extend vertically;
a plurality of transverse web members 4 arranged at intervals along the axial direction of the main rods 1 and positioned between the two main rods 1;
two column feet 3 which are respectively and fixedly connected with the lower ends of the two main rods 1;
further comprising: the arched chord 2 is provided with two arc branches 201 extending upwards and fixedly connected with the upper ends of the two main rods 1 respectively, and is also provided with two arc branches 201 extending downwards and fixedly connected with the lower ends of the two main rods 1 respectively;
a plurality of horizontal oblique web members 5 arranged along the axial direction of the main rod 1 at intervals are arranged between the arched chord member 2 and the main rod 1, one transverse web member 4 at the same height position corresponds to two oblique web members 5, and the three are surrounded into a triangular structure.
By adopting the structure, the triangular fish-bellied steel truss column for the station house has the advantages of reasonable design, simple structure, light structure weight and large bearing capacity, the materials used by the triangular fish-bellied steel truss column for the station house in the embodiment are P273 x 10 and P152 x 8 seamless steel pipes, and the butt joint of the seamless steel pipes is welded at one level.
As shown in fig. 3-4, the column base 3 includes a vertical and downwardly extending ear plate 301 embedded in the lower end of the main rod 1, a circular through hole is formed in a portion of the ear plate 301 extending out of the main rod 1, support plates 302 are respectively disposed on the front and rear surfaces of the ear plate 301, and corresponding through holes are formed in the support plates 302 and are hinged to each other through the circular through holes formed in the ear plate 301.
Adopt above-mentioned structure, swing joint between station room-used triangle fish belly steel truss post and the ground can effectively avoid or correct wind load and the lateral displacement of seismic action to 7 productions of glass curtain wall, and otic placode 301 adopts the Q235 steel of 40mm thickness in this embodiment, and otic placode 301 adopts tertiary welding with 1 embedding department of mobile jib.
As shown in fig. 5, the present embodiment provides a curtain wall system with a triangular fish-web steel truss tie rod for a station house, which includes:
the triangular fish belly steel truss columns for the station house are arranged at intervals along the side beams and are fixed on the ground through column feet 3;
a plurality of suspenders 6 are arranged at intervals along the side beam and vertically extend downwards;
a plurality of transverse keels arranged at intervals in the radial direction of the suspender 6;
and the glass curtain wall 7 is arranged between the upper and lower adjacent transverse keels and between the left and right adjacent hanging rods 6.
By adopting the structure, the hanger rod 6 is used for bearing the dead weight of the curtain wall, the effect of the curtain wall which is transversely, clearly and vertically hidden is achieved, and a large piece of glass is connected into a whole by the hanger rod 6, so that the structure is attractive; the distance between the triangular fish belly steel truss columns for the two adjacent stations of the house is large, so that the permeability of the curtain wall is enhanced, and the curtain wall is overall concise and clear and has a wide visual field.
As shown in fig. 6, a plurality of wall connecting members 101 are extended from the main rod 1, and the wall connecting members 101 are horizontally extended and fixed on the transverse keel.
By adopting the structure, one end of the wall connecting piece 101 is connected with the main rod 1, and the other end of the wall connecting piece is connected with the transverse keel through a matched bolt group passing through the bolt hole to bear the vertical load borne by the transverse keel.
In this embodiment, the transverse keel is a truss, and a sun shield is laid along the axial direction of the transverse keel.
In this embodiment, the suspension rod 6 is an S316 high-strength stainless steel rod with a diameter of 24 mm.
By adopting the structure, the yield strength of the S316 high-strength stainless steel pull rod can reach 630Mpa, the weight of a curtain wall can be effectively borne, and meanwhile, the S316 high-strength stainless steel pull rod can be hidden between glass gaps due to the diameter of 24 mm.
The utility model discloses a manufacturing process of a triangular fish belly steel truss column for a station house, which comprises the following steps:
at first with 1 parallel placement of two mobile jibs, adopt 4 welded connection of many horizontal web members between two mobile jibs 1, with 1 lower extreme of otic placode 301 embedding mobile jib, adopt tertiary welding between otic placode 301 and the mobile jib 1, arc branch 201 with arch chord 2 through its upper and lower both ends respectively with the upper and lower both ends welded connection of two mobile jibs 1, 5 one ends of diagonal web member and mobile jib 1 welded connection, the other end and 2 welded connection of arch chord, a horizontal web member 4 of same high position corresponds two diagonal web members 5, the three encloses into the triangle-shaped structure, at last the interval sets up a plurality of wall spare 101 that link on mobile jib 1, in the steel truss post manufacture process, except that otic placode 301 and 1 embedding department of mobile jib adopt tertiary welding, all the other one-level welding that all adopt.
The utility model discloses an installation process of a triangular fish-web steel truss pull rod curtain wall system structure for a standing room, which comprises the following steps:
s1, installing a suspender and a transverse keel: firstly, one end of a suspender 6 is connected with a side beam, the other end of the suspender is vertically extended downwards and is connected with the ground, a plurality of suspenders 6 are arranged at intervals along the side beam, and then a plurality of transverse keels are arranged at intervals along the axial direction of a suspender 6 rod according to the actual situation;
s2, mounting the triangular fish belly steel truss column for the station house: a round through hole arranged on the part of the lug plate 301 extending out of the main rod 1 is hinged with a corresponding through hole on the support plate 302, and then the station room is connected with the transverse keel by the triangular fish belly steel truss column through the wall connecting piece 101;
s3, installing the glass curtain wall and the sun shield: the glass curtain wall 7 is arranged between the upper and lower adjacent transverse keels and between the left and right adjacent suspenders 6, and the sun shield is axially laid along the transverse keels.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. This need not be, nor should it be exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the utility model.
Claims (7)
1. A grand fish belly steel truss post for station house includes:
the two main rods (1) are arranged side by side at intervals and extend vertically;
the transverse web members (4) are axially arranged along the main rods (1) at intervals and are positioned between the two main rods (1);
two column feet (3) which are respectively and fixedly connected with the lower ends of the two main rods (1);
it is characterized by also comprising:
the arched chord (2) is provided with two arc branches (201) extending upwards and fixedly connected with the upper ends of the two main rods (1) respectively, and is also provided with two arc branches (201) extending downwards and fixedly connected with the lower ends of the two main rods (1) respectively;
a plurality of horizontal oblique web members (5) are arranged between the arched chord member (2) and the main rod (1) at intervals along the axial direction of the main rod (1), one transverse web member (4) at the same height position corresponds to two oblique web members (5), and the three are surrounded into a triangular structure.
2. The triangular fish belly steel truss column for the station house according to claim 1, wherein the column foot (3) comprises a vertically downward extending ear plate (301) embedded in the lower end of the main rod (1), a circular through hole is formed in a part of the ear plate (301) extending out of the main rod (1), support plates (302) are respectively arranged on the front surface and the rear surface of the ear plate (301), corresponding through holes are formed in the support plates (302), and the support plates are hinged through the circular through holes in the ear plate (301).
3. The utility model provides a stand room with triangle fish belly steel truss pull rod curtain wall architecture which characterized in that includes:
the triangular fish belly steel truss column for the station house of claim 1 or 2, which is arranged at intervals along the side beam and fixed on the ground through a column foot (3);
a plurality of suspension rods (6) which are arranged at intervals along the side beams and vertically extend downwards;
a plurality of transverse keels are arranged at intervals along the radial direction of the suspender (6);
and the glass curtain wall (7) is arranged between the upper and lower adjacent transverse keels and between the left and right adjacent hanging rods (6).
4. The curtain wall system structure of the triangular fish-bellied steel truss tie rods for the station building as claimed in claim 3, wherein a plurality of vertically spaced wall connecting pieces (101) extend from the main rod (1), and the wall connecting pieces (101) extend horizontally and are fixedly connected to the transverse keel.
5. The curtain wall system structure with the triangular fish web steel truss tie rods for the station room as claimed in claim 4, wherein the transverse keels are trusses.
6. The curtain wall system structure of the triangular fish-belly steel truss tie rods for the station room as claimed in claim 5, wherein the transverse keel is laid with sun-shading boards along the axial direction of the transverse keel.
7. The curtain wall system structure of the triangular fish web steel truss tie rods for the station room as claimed in claim 3, wherein the hanger rods (6) are S316 high-strength stainless steel tie rods with the diameter of 24 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220426205.6U CN216973890U (en) | 2022-03-01 | 2022-03-01 | Triangular fish belly steel truss column and truss pull rod curtain wall system structure for station house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220426205.6U CN216973890U (en) | 2022-03-01 | 2022-03-01 | Triangular fish belly steel truss column and truss pull rod curtain wall system structure for station house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216973890U true CN216973890U (en) | 2022-07-15 |
Family
ID=82356831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220426205.6U Active CN216973890U (en) | 2022-03-01 | 2022-03-01 | Triangular fish belly steel truss column and truss pull rod curtain wall system structure for station house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216973890U (en) |
-
2022
- 2022-03-01 CN CN202220426205.6U patent/CN216973890U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109184061B (en) | Space structure overhanging eave suspended ceiling system structure and construction method | |
| CN109944371B (en) | Double-cable net steel beam combined structure of super high-rise large plate curtain wall | |
| CN215253811U (en) | Inclined inhaul cable type glass curtain wall system | |
| CN216973890U (en) | Triangular fish belly steel truss column and truss pull rod curtain wall system structure for station house | |
| CN212478483U (en) | Corridor large-span cantilever supporting system between high-rise units | |
| CN104746781A (en) | Large-span cable, steel truss and glass rib combined structure curtain wall and construction method thereof | |
| CN112323978A (en) | Corner structure of encorbelmenting and building structure | |
| CN115075383B (en) | Assembling method and assembling bracket for grid structure | |
| CN108518008B (en) | Rigid roof structure on flexible inhaul cable structure and mounting method thereof | |
| CN217759552U (en) | Polyurethane wallboard | |
| CN216973984U (en) | Pull rod supporting and decorating system for sun-shading truss of station house | |
| CN213014697U (en) | Corner structure of encorbelmenting and building structure | |
| CN114457943A (en) | Large-span curved surface pull rod curtain wall-sunshade truss pull rod structure and construction method | |
| CN112165049B (en) | Bridge frame system of multi-channel overpass combined bearing cable and assembling method | |
| CN111219005A (en) | Keel assembly, hoisting structure and hoisting method of double-fish belly guy cable curtain wall | |
| CN210857650U (en) | Supporting structure of pneumatic curtain wall | |
| CN111456399A (en) | Large-span overhanging support system for corridor between high-rise units and construction method thereof | |
| CN214461144U (en) | Space ribbon structure capable of being installed without support | |
| CN214615020U (en) | Hanging type truss suitable for large-span floor | |
| CN201254771Y (en) | Wide span non-column curtain wall system | |
| CN214884778U (en) | Ceiling modeling installation structure of steel structure truss | |
| CN110965635A (en) | Supporting structure and layering industrialization building of building | |
| CN219241055U (en) | Suspension structure | |
| CN220469103U (en) | Building structure system | |
| CN212388802U (en) | Keel component and hoisting structure of double-fish belly guy cable curtain wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |