CN216892836U - Large-span truss structure system - Google Patents

Abstract

The utility model relates to a large-span truss structure system, which comprises: a truss; the main body structure is connected to one side of the truss along the lengthwise direction of the truss; the main structure comprises a structure body and a first cross inclined strut connected with the structure body, one end of the first cross inclined strut is connected with the truss, and the main structure provides an inclined supporting force inclined relative to the longitudinal direction of the truss for the truss through the first cross inclined strut. According to the large-span truss structure system provided by the utility model, the first cross diagonal brace is arranged, so that the oblique resistance of the main structure can be enhanced, and the oblique component force of the truss acting on the main structure can be balanced through the first cross diagonal brace, so that the design of a deformation joint and a sliding support can be eliminated, the large-span truss and the main structure are rigidly connected, and further, the building vertical face cannot be influenced.

Description

Large-span truss structure system

Technical Field

The utility model relates to the technical field of building structures, in particular to a large-span truss structure system.

Background

With the continuous development of building technology, the situation that 2 building units need to be connected through a large-span corridor appears in modern buildings in large quantity.

The general vestibule all adopts the structural style of large-span truss, because the span of truss is great, transmits the support counter force of giving major structure great, consequently generally designs into the support of truss in the design that one end is fixed one end and slides to set up the deformation of movement joint in order to release the support in truss one side or both sides.

However, this method requires the provision of a structural deformation joint, which affects the building facade and makes it difficult for the service life of the shoe to reach that of the main structure.

SUMMERY OF THE UTILITY MODEL

Therefore, the problem that deformation joints affect building facades and the service life of the sliding support is short due to the fact that the existing deformation method that the support of the truss is designed to be fixed at one end and slide at the other end and the deformation joints are arranged on one side or two sides of the truss to release the support is needed, and the large-span truss structure system capable of avoiding the deformation joints and the sliding support is provided.

The application provides a large-span truss structural system, includes:

a truss; and

the main body structure is connected to one side of the truss along the lengthwise direction of the truss;

the main structure comprises a structure body and a first cross inclined strut connected with the structure body, one end of the first cross inclined strut is connected with the truss, and the main structure provides inclined supporting force which inclines relative to the longitudinal direction of the truss for the truss through the first cross inclined strut.

Above-mentioned large-span truss structure system through setting up first bracing of striding, can strengthen the slant resistance of major structure to make the slant component force of truss effect on major structure can balance through first bracing of striding, so can cancel deformation joint and sliding support's design, and carry out rigid connection with large-span truss and major structure, and then can not exert an influence to the building facade.

In addition, the deformation joint is eliminated, the influence on the attractiveness of the building is avoided, meanwhile, the cost caused by the deformation joint treatment is saved, in addition, the service life of the sliding support is usually difficult to reach the service life of the main structure 20, particularly, the service life of the main structure is a year building, and therefore, the whole service life of the large-span truss structure system can be prolonged by eliminating the sliding support, and the safety of the main structure is ensured.

In one embodiment, an end of the first cross diagonal brace facing away from the truss extends towards a side away from the truss in a direction in which the truss points towards the main body structure. Therefore, the inclined support provided by the first cross inclined support is more stable and has a better effect on the truss.

In one embodiment, the main structure further comprises a steel reinforced concrete beam, and the steel reinforced concrete beam is connected with the structure body;

one end of the steel reinforced concrete beam is connected with the truss, the extension direction of the steel reinforced concrete beam is parallel to the direction of the main structure, and the main structure is resistant to the pulling force from the truss through the steel reinforced concrete beam. Through setting up the shaped steel concrete beam, can strengthen the tensile strength of major structure to make the pulling force of truss effect on major structure can balance through the shaped steel concrete beam, avoid the structural crack because of the pulling force arouses.

In one embodiment, the ends of the first cross bracing each intersect with the end of the steel reinforced concrete beam on the truss side. The two structures can be combined to support each other, and the combined acting force resists the acting force of the truss respectively and is stronger and stable.

In one embodiment, the main structure further comprises at least two steel reinforced concrete columns, and two ends of the steel reinforced concrete beam and two ends of the first cross inclined strut are respectively connected with the two steel reinforced concrete columns. The structural strength of the steel reinforced concrete beam and the first cross inclined strut can be further improved, and then the acting force resisting the truss is stronger and is stable.

In one embodiment, the main body structure further comprises a plurality of pegs for connecting the steel reinforced concrete beam with the structural body;

the plurality of pegs are arranged at intervals along the direction of the truss pointing to the main body structure. The stud is arranged to strengthen the connection strength of the steel concrete beam and the structural body.

In one embodiment, the first cross diagonal brace comprises a single diagonal brace and/or a V-shaped diagonal brace. When the building floor height is sufficient, can use single bracing, when the building floor height is not enough, can use V type bracing, the applicable multiple scene of bracing is striden to the first one.

In one embodiment, the main body structure further comprises a shear wall, and the shear wall is arranged in the structure body. By arranging the shear wall, horizontal shear caused by the large-span truss can be borne, the rigidity of the structural body can be increased, and horizontal force on the structural body, which is generated under the action of deformation or temperature change of the truss, can be resisted.

In one embodiment, the truss comprises a chord member and a truss inclined strut, one end of the truss inclined strut is connected to the joint of the chord member and the main structure, and an included angle is formed between the truss inclined strut and the chord member and between the truss inclined strut and the main structure;

and the joints of the truss diagonal braces, the chord members and the main body structure are in arc transition. The stress concentration of the joint of the truss and the main structure can be avoided.

In one embodiment, the main structures include two main structures, and the two main structures are respectively connected to two sides of the truss along the lengthwise direction of the truss. The main structures on the two sides of the truss can be rigidly connected.

Drawings

FIG. 1 is a structural plan view of a large span truss structural architecture in an embodiment of the present invention;

FIG. 2 is a schematic cross-sectional view of the large span truss structural system shown in FIG. 1;

fig. 3 is a schematic view of a node at the interface between the truss and the main structure in the large-span truss structural system shown in fig. 1.

Reference numerals:

the large-span truss structure system 100, the truss 10, the chord 11, the upper chord 111, the lower chord 112, the web member 12, the truss diagonal brace 13, the main structure 20, the structure body 21, the first span diagonal brace 22, the single diagonal brace 221, the V-shaped diagonal brace 222, the steel reinforced concrete beam 23, the studs 24, the steel reinforced concrete column 25, the shear wall 26, the first plane a and the second plane B.

Detailed Description

In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the utility model herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the utility model and to simplify the description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the utility model.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be interconnected within two elements or in a relationship where two elements interact with each other unless otherwise specifically limited. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.

In the present invention, unless otherwise expressly stated or limited, the first feature "on" or "under" the second feature may be directly contacting the first and second features or indirectly contacting the first and second features through an intermediate. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature "under," "beneath," and "under" a second feature may be directly under or obliquely under the second feature, or may simply mean that the first feature is at a lesser elevation than the second feature.

It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "upper," "lower," "left," "right," and the like as used herein are for illustrative purposes only and do not denote a unique embodiment.

Furthermore, the drawings are not 1: 1, and the relative dimensions of the various elements in the figures are drawn for illustration only and not necessarily to true scale.

Fig. 1 is a plan view showing a structure of a long-span truss structural system according to an embodiment of the present invention, and fig. 2 is a schematic sectional view showing the long-span truss structural system shown in fig. 1. For the purpose of illustration, the drawings show only the structures associated with embodiments of the utility model.

Referring to the drawings, an embodiment of the present invention provides a long span truss structure system 100 including a truss 10 and a body structure 20 coupled to one side of the truss 10 in a lengthwise direction thereof.

In the embodiment of the present application, the main structure 20 includes two main structures 20, and the two main structures 20 are respectively connected to both sides of the truss 10 in the lengthwise direction thereof.

The main structure 20 includes a structural body 21 and a first cross brace 22 connected to the structural body 21, one end of the first cross brace 22 is connected to the truss 10, and the main structure 20 provides the truss 10 with an oblique supporting force inclined with respect to the longitudinal direction of the truss 10 through the first cross brace 22. Specifically, an end of the first cross brace 22 facing away from the truss 10 extends toward a side away from the truss 20 in a direction in which the truss 10 is directed toward the main body structure 20. Thus, the diagonal support provided by the first cross diagonal brace 22 is more stable and has a better effect on the truss.

It should be noted that, in the embodiment of the present application, referring to fig. 1, in the vertical direction, that is, the direction perpendicular to the paper plane, the truss 10 has a first plane a and a second plane B, and the first plane a and the second plane B are disposed at an angle, so that the direction in which the truss 10 points to the main body structure 20 may be the direction in which the horizontal left or right direction of the first plane a in the drawing points to the main body structure 20, or the direction in which the horizontal direction of the second plane B in the drawing points to the main body structure 20, and therefore, the direction in which the truss 10 points to the main body structure 20 is determined according to the shape of the truss 10, so that there are cases of multiple pointing directions, and the specific pointing direction is determined according to the position of the first cross brace relative to the truss 10.

In the embodiment of the present application, the structural body 21 is a reinforced concrete structure. It should also be noted that, since the main structure 10 is a unitary structure, the first cross brace 22 is not independent from the exterior of the structural body 21, but is integral with the structural body 21.

In this way, by providing the first cross diagonal brace 22, the diagonal resistance of the main structure 20 can be enhanced, so that the diagonal component force of the truss 10 acting on the main structure 20 can be balanced by the first cross diagonal brace 22, thereby eliminating the design of deformation joints and sliding supports, rigidly connecting the large-span truss 10 and the main structure 20, and further not affecting the building facade. In addition, the deformation joint is eliminated, so that the influence on the attractiveness of the building is avoided, the cost caused by the deformation joint treatment is saved, the service life of the sliding support usually cannot reach the service life of the main structure 20, particularly the service life of the main structure 20 is 100 years, and therefore the whole service life of the large-span truss structure system 100 can be prolonged by eliminating the sliding support, and the safety of the main structure is guaranteed.

It should be noted that the truss 10 includes the chord member 11 and the web member 12 connected to the chord member 11, and the web member 12 is at an angle with the chord member 11, one end of the first cross brace 22 is connected to the web member 12 of the truss 10, and the oblique component force of the truss 10 acting on the main structure 20 is provided by the web member 12.

In some embodiments, first cross diagonal brace 22 comprises a single diagonal brace 221, in other embodiments, first cross diagonal brace 22 comprises a V-shaped diagonal brace 222, and in other embodiments, first cross diagonal brace 22 comprises a combination of single diagonal brace 221 and V-shaped diagonal brace 222. Specifically, when the building floor is sufficiently high, the single brace 221 may be used, and when the building floor is insufficiently high, the V-shaped brace 222 may be used. As such, the first cross brace 22 can be adaptively adjusted according to different application scenarios.

In some embodiments, the main structure 20 includes a steel reinforced concrete beam 23, the steel reinforced concrete beam 23 is connected to the structural body 21, and the main structure 20 resists a tensile force from the girder 10 through the steel reinforced concrete beam 23. Specifically, one end of the steel reinforced concrete beam 23 is connected to the girder 10, and the steel reinforced concrete beam 23 extends in parallel with a direction in which the girder 10 is directed toward the main body structure 20.

It should also be noted that one end of the steel reinforced concrete beam 23 is connected to the chord member 11 of the truss 10, and the pulling force of the truss 10 on the main structure 20 is provided by the chord member 11.

In addition, the specific pointing direction is determined according to the position of the steel reinforced concrete beam 23 with respect to the girder 10.

Like this, through setting up shaped steel concrete beam 23, can strengthen the tensile ability of major structure 20 to make the pulling force that truss 10 was used in on major structure 20 can balance through shaped steel concrete beam 23, avoid the structural crack because of the pulling force arouses.

Referring to fig. 3, which is a schematic diagram of a junction point between a truss and a main structure in the long-span truss structural system shown in fig. 1, in some embodiments, the main structure 20 further includes a plurality of pegs 24, the plurality of pegs 24 are used for connecting the steel reinforced concrete beam 23 and the structural body 21, and the plurality of pegs 24 are spaced along a direction in which the truss 10 points to the main structure 20. The direction of orientation is also determined according to the position of the steel reinforced concrete beam 23 with respect to the girder 10. The provision of the studs 24 can reinforce the strength of the connection of the steel concrete beam 23 to the structural body 21.

It should be noted that the number of studs 24 is such as to withstand the tensile forces to which the steel reinforced concrete beam 23 is subjected.

Referring again to fig. 2, in some embodiments, the end of the first cross brace 22 intersects the end of the steel reinforced concrete beam 23 at the truss 10 side. Thus, the two structures can be combined to support each other, and the combined acting force resists the acting force of the truss 10 respectively and is stronger and stable. Further, the connection between the first cross diagonal brace 22 and the steel concrete beam 23 is in arc transition, so that the stress concentration at the junction node between the truss 10 and the main structure 20 can be reduced.

In some embodiments, the main structure 20 further includes at least two steel reinforced concrete columns 25, and two ends of the steel reinforced concrete beam 23 are respectively connected to two of the steel reinforced concrete columns 25. In another embodiment, the two ends of the first cross diagonal brace 22 are respectively connected with two of the steel reinforced concrete columns 25, and in other embodiments, the two ends of the steel reinforced concrete beam 23 and the first cross diagonal brace 22 are respectively connected with two of the steel reinforced concrete columns 25. The structural strength of the steel reinforced concrete beam 23 and the first cross inclined strut 22 can be further improved by arranging the steel reinforced concrete column 25, and then the acting force resisting the truss 10 is stronger and is more stable.

Referring to fig. 3 again, further, the connection between the first cross brace 22 and the steel reinforced concrete column 25 is in a circular arc transition, so that the stress concentration at the junction of the truss 10 and the main structure 20 can be reduced.

Referring again to fig. 1, in the embodiment of the present application, the main structure 20 further includes a shear wall 26, and the shear wall 26 is disposed in the structure body 21. By providing the shear wall 26, horizontal shear force caused by the large-span truss 10 can be borne, the rigidity of the structural body 21 can be increased, and horizontal force to the structural body 21 due to deformation or temperature change of the truss 10 can be resisted.

Referring to fig. 2 and 3 again, in some embodiments, in order to avoid stress concentration at the junction of the truss 10 and the main structure 20, the truss 10 further includes a truss brace 13, one end of the truss brace 13 is connected to the junction of the chord 11 and the main structure 20, and an included angle is formed between the truss brace 13 and the chord 11 and the main structure 20, wherein the junctions of the truss brace 13 and the chord 11 and the main structure 20 are in arc transition. Specifically, the chord 11 comprises an upper chord 111 and a lower chord 112, one end of the diagonal truss 13 is connected to the joint of the upper chord 111 and the steel reinforced concrete column 25, and the other end of the diagonal truss 13 is connected to the lower chord 112.

Compared with the prior art, the large-span truss structure system 100 and the vehicle provided by the embodiment of the utility model have the following beneficial effects:

by arranging the first cross diagonal brace 22, the oblique resistance of the main body structure 20 can be enhanced, so that the oblique component force of the truss 10 acting on the main body structure 20 can be balanced through the first cross diagonal brace 22, the design of deformation joints and sliding supports can be eliminated, the large-span truss 10 and the main body structure 20 are rigidly connected, and further the building facade is not influenced. In addition, the elimination of the deformation joint not only avoids influencing the beauty of the building, but also saves the cost caused by the treatment of the deformation joint, and moreover, the service life of the sliding support usually cannot reach the service life of the main structure 20, particularly the service life of the main structure 20 is 100 years, so that the elimination of the sliding support can prolong the whole service life of the large-span truss structure system 100.

The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.

The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the utility model. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.

Claims (10)

1. A large span truss structure system (100), comprising:

a truss (10); and

a main structure (20) connected to one side of the truss (10) in the longitudinal direction thereof;

the main structure (20) comprises a structure body (21) and a first cross diagonal brace (22) connected with the structure body (21), one end of the first cross diagonal brace (22) is connected with the truss (10), and the main structure (20) provides an oblique supporting force which is oblique relative to the longitudinal direction of the truss (10) for the truss (10) through the first cross diagonal brace (22).

2. The large-span truss structural system (100) of claim 1, wherein an end of the first cross brace (22) facing away from the truss (10) extends in a direction of the truss (10) towards the main structure (20) towards a side away from the truss (10).

3. The large-span truss structural system (100) of claim 1, wherein the main structure (20) further comprises a steel reinforced concrete beam (23), the steel reinforced concrete beam (23) being connected to the structural body (21);

one end of the steel reinforced concrete beam (23) is connected with the truss (10), the extending direction of the steel reinforced concrete beam (23) is parallel to the direction of the truss (10) pointing to the main structure (20), and the main structure (20) resists the pulling force from the truss (10) through the steel reinforced concrete beam (23).

4. The large-span truss structural system (100) of claim 3, wherein the ends of the first cross braces (22) each intersect with the ends of the steel reinforced concrete beams (23) on the truss (10) side.

5. The large-span truss structural system (100) of claim 3, wherein the main structure (20) further comprises at least two steel reinforced concrete columns (25), and both ends of the steel reinforced concrete beam (23) and the first cross brace (22) are respectively connected with two of the steel reinforced concrete columns (25).

6. The large-span truss structural system (100) of claim 3, wherein the main body structure (20) further comprises a plurality of studs (24), the plurality of studs (24) being used to connect the steel reinforced concrete beam (23) with the structural body (21);

the plurality of pegs (24) are arranged at intervals along the direction of the truss (10) towards the main structure (20).

7. The large-span truss structural system (100) of claim 1, wherein the first span diagonal brace (22) comprises a single diagonal brace (221) and/or a V-shaped diagonal brace (222).

8. The large-span truss structural system (100) of claim 1, wherein the main body structure (20) further comprises a shear wall (26), the shear wall (26) being disposed within the structural body (21).

9. The large-span truss structural system (100) according to claim 1, wherein the truss (10) comprises a chord (11) and a truss brace (13), one end of the truss brace (13) is connected to the intersection of the chord (11) and the main structure (20), and an included angle is formed between the truss brace (11) and the main structure (20);

the connecting part of the truss inclined strut (13), the chord member (11) and the main structure (20) is in arc transition.

10. The large-span truss structural system (100) of claim 1, wherein the main structure (20) comprises two main structures (20), and the two main structures (20) are respectively connected to both sides of the truss (10) along the lengthwise direction thereof.

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