CN213927072U - Multilayer through-height large-space cantilever truss structure with embedded orthogonal small truss - Google Patents
Multilayer through-height large-space cantilever truss structure with embedded orthogonal small truss Download PDFInfo
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Abstract
The utility model relates to a multilayer through-height large-space overhanging truss structure embedded with an orthotropic small truss, which comprises a vertical supporting overhanging truss, an overhanging roofing orthotropic small truss, an overhanging floor large-span steel beam and a transition area steel frame; the vertical supporting overhanging truss is positioned at the end parts of two sides of the multi-layer large through-height space and consists of two X-shaped cross-layer overhanging trusses extending to a transition area; the small overhung roof truss is arranged at the top of the large-space roof and is arranged in an orthogonal mode to the vertical supporting overhung truss, the small overhung roof truss is composed of a plurality of large-span small trusses, and the small overhung roof truss and the vertical supporting overhung truss jointly form a central supporting framework. The utility model has the advantages that: the utility model provides a truss structure is encorbelmented to big space of embedded orthorhombic little truss's multilayer leads to height, and its structure system structure is reasonable, can realize that the regional multilayer of high-order big encorbelmenting leads to the design of high big space building function and figurative complicated steel construction system and bear.
Description
Technical Field
The utility model belongs to the technical field of structural engineering, especially, relate to a truss structure is encorbelmented to big space of multilayer leading to of little truss of embedded orthorhombic.
Background
The truss structure system is a latticed beam type structure consisting of chord members, vertical members and diagonal web members, is mainly used as a structural support framework with large span, large cantilever and other building functions and special shapes, has the advantages of light dead weight, high rigidity, large span, large cantilever and the like, and is widely applied to large-scale complex public buildings with large span, large cantilever building functions and high-position conversion requirements.
For a building with the functions of large cantilever and large span, the stress mode of the whole system combining the cantilever truss and the large span truss is a reasonable and effective solution. When the large span is taken as a main part and the cantilever is taken as an auxiliary part, the construction is realized through a bidirectional multilayer large truss structure; when the cantilever is taken as a main part and the large span is taken as an auxiliary part, the cantilever is realized by arranging the large-span small truss inside the cantilever truss area. The truss form and truss boundary are adapted to the complex building boundary shape and function by appropriate treatment.
The multi-layer through-height large space of the overhanging area is a typical building functional space with major overhanging and minor large span, and a plurality of vertical supporting overhanging trusses at two ends are generally considered as a vertical supporting core framework. Because the cantilever range is large, the vertical bearing capacity puts forward higher requirements on the rigidity and the bearing performance of the vertical supporting cantilever truss, and the adoption of the multi-layer through-height vertical cantilever truss form is a more reasonable and effective solution.
The roof large span with a plurality of layers passing through a large space is loaded by introducing a small roof truss structure embedded with an orthogonal direction under the action of heavy load such as heavy equipment or earthing greening; the large span of the floor is relatively light because of the load, the large span steel beam arranged in a pre-arching mode is introduced to bear the load, and the steel beam is laterally supported to provide stable support outside the plane. Therefore, the reasonable and effective orthogonal roof small truss and large span steel beam form design and arrangement scheme is an important factor for ensuring the bearing performance and the implementation feasibility of the small truss and large span steel beam form design and arrangement scheme.
The curved surface boundary modeling can be processed by combining the arrangement of the cantilever section of the truss and the welding of the grid type keel of the curtain wall, and the slope modeling of the roof is realized by adjusting the elevation of the upper chord by the height of the truss. The ground support frame column at the root of the cantilever truss is stressed greatly, and the compression resistance of concrete is fully exerted through the steel pipe concrete column or the profile steel concrete column.
In addition, the multilayer through-height large-space cantilever truss structure has the problems of complex node connection structure, complex component assembly, complex structural stress performance, large span, seismic resistance and comfort level treatment of a large cantilever region and the like, and the design and the assembly scheme of the reasonable and effective multilayer through-height large-space cantilever truss structure system form with the embedded orthogonal small truss are also an important factor for ensuring the bearing performance and normal use of the structure.
In conclusion, it is necessary to research a multi-layer through-height large-space cantilever truss structure embedded with orthogonal small trusses, so as to be applicable to a complex steel structure system with functions and shapes of a multi-layer through-height large-space building in a high-position large cantilever area and bear the complex steel structure system.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the not enough among the prior art, providing a truss structure is encorbelmented to big space of the multilayer logical height of embedded orthogonal little truss, can realize that the regional multilayer of high-order big encorbelmenting leads to the design of high big space building function and figurative complicated steel construction system and bear.
The multi-layer through-height large-space overhanging truss structure with the embedded small orthotropic truss comprises a vertical supporting overhanging truss, an overhanging roof orthotropic small truss, an overhanging floor large-span steel beam and a transition area steel frame; the vertical supporting overhanging truss is positioned at the end parts of two sides of the multi-layer large through-height space and consists of two X-shaped cross-layer overhanging trusses extending to a transition area; the small overhung roof truss is positioned at the top of the large-space roof and is arranged in an orthogonal manner to the vertical supporting overhung truss, the small overhung roof truss consists of a plurality of large-span small trusses, and the small overhung roof truss and the vertical supporting overhung truss jointly form a central supporting framework; the cantilever floor large-span steel beam is positioned at the bottom of a large-space floor and is arranged in a manner of being orthogonal to the vertical supporting cantilever truss, the cantilever floor large-span steel beam consists of a plurality of large-span steel beams, and pre-arching is arranged to ensure the deflection deformation control requirement; the transition area steel frame is positioned in the transition area of the vertical supporting cantilever truss for one span, and is used for realizing transition conversion from the vertical cantilever area to the conventional frame area.
Preferably, the method comprises the following steps: the vertical supporting overhanging truss comprises an overhanging area truss and a transition area truss which are bounded by a floor frame column of the vertical supporting overhanging truss; the cantilever truss mainly comprises a floor frame column for vertically supporting an overhanging truss, a truss vertical column for vertically supporting the overhanging truss, an upper chord cantilever beam for vertically supporting the overhanging truss, a middle chord cantilever beam for vertically supporting the overhanging truss, a lower chord cantilever beam for vertically supporting the overhanging truss and an overhanging area inclined support for vertically supporting the overhanging truss, wherein the floor frame column for vertically supporting the overhanging truss is arranged in a through-height manner, the truss vertical column for vertically supporting the overhanging truss is vertically connected with the upper chord cantilever beam of the vertically supporting overhanging truss, the middle chord cantilever beam for vertically supporting the overhanging truss and the lower chord cantilever beam for vertically supporting the overhanging truss, and the overhanging area inclined support for vertically supporting the overhanging truss is connected among the upper chord cantilever beam for vertically supporting the overhanging truss, the middle chord cantilever beam for vertically supporting the overhanging truss and the lower chord cantilever beam for vertically supporting the overhanging truss in an X shape; the transition area truss mainly comprises a transition area floor chord beam of the vertical supporting cantilever truss, a transition area roof slope chord beam of the vertical supporting cantilever truss and a transition area inclined support of the vertical supporting cantilever truss, wherein the transition area roof slope chord beam of the vertical supporting cantilever truss is positioned above the transition area floor chord beam of the vertical supporting cantilever truss, and the transition area roof slope chord beam of the vertical supporting cantilever truss is connected with the transition area floor chord beam of the vertical supporting cantilever truss through the transition area inclined support of the x-shaped vertical supporting cantilever truss; the cantilever area truss part is positioned in a large cantilever area, the building roof load of the cantilever area truss is transferred to the landing frame column for bearing, and then the vertical load is transferred to a foundation or an underground structure; the transition area truss has the functions of improving the bearing performance of the cantilever truss and properly balancing the structural rigidity difference of two sides of the floor frame column.
Preferably, the method comprises the following steps: the vertical supporting cantilever truss is of a double-layer truss structure, an X-shaped cross-layer cross inclined supporting mode is adopted, and the included angle between the truss inclined supporting and a truss chord member is 30-60 degrees; the double floors are only the concept of structural floors, and each single floor corresponds to a plurality of floors in actual height.
Preferably, the method comprises the following steps: the cantilever truss roof is in a slope elevation changing form according to the gradient, the corresponding inclined support structure form is unchanged, and the length is changed; the floor frame column of the vertical supporting and cantilever truss is arranged in a through-height through manner, and an upper chord cantilever beam of the vertical supporting and cantilever truss, a middle chord cantilever beam of the vertical supporting and cantilever truss, a lower chord cantilever beam of the vertical supporting and cantilever truss, a transition area floor chord beam of the vertical supporting and cantilever truss and a transition area roof slope chord beam of the vertical supporting and cantilever truss are all in a through manner and are connected to the floor frame column of the vertical supporting and cantilever truss; the floor frame column of the vertical supporting overhanging truss is a vertical bearing main body component, the compressive property of concrete is fully exerted by adopting steel pipe concrete or a section of the steel concrete, and the size of the section is 1000mm multiplied by 1000 mm; the upper chord cantilever beam of the vertical supporting cantilever truss, the middle chord cantilever beam of the vertical supporting cantilever truss, the lower chord cantilever beam of the vertical supporting cantilever truss, the transition zone floor chord beam of the vertical supporting cantilever truss and the transition zone roof slope chord beam of the vertical supporting cantilever truss are flexural bearing main body components, and the cross section dimension is 300mm multiplied by 800 mm.
Preferably, the method comprises the following steps: the overhanging roof orthogonal small truss is positioned on the roof of the overhanging area, is orthogonal to the vertical supporting overhanging truss and is arranged in parallel with a plurality of trusses, and comprises a middle large span section of the overhanging roof orthogonal small truss and two end overhanging sections of the overhanging roof orthogonal small truss; the middle large span section of the overhanging roof orthogonal small truss mainly comprises an upper chord member of the overhanging roof orthogonal small truss, a lower chord member of the overhanging roof orthogonal small truss, a diagonal web member of the overhanging roof orthogonal small truss and vertical columns at junctions of two ends of the overhanging roof orthogonal small truss, the overhanging sections at two ends of the overhanging roof orthogonal small truss mainly comprise an upper chord member of the overhanging roof orthogonal small truss, a lower chord member of the overhanging roof orthogonal small truss, a diagonal web member of the overhanging roof orthogonal small truss and vertical columns at sealed edges of two ends of the overhanging roof orthogonal small truss, the diagonal web member of the overhanging roof orthogonal small truss adopts a V-shaped diagonal web member form to form a beam type small truss structure with smaller height so as to bear heavy equipment or earthing load of a large span area of the roof; the oblique web members of the overhanging roof orthogonal small truss are positioned between the upper chord members of the overhanging roof orthogonal small truss and the lower chord members of the overhanging roof orthogonal small truss, the vertical columns at the junctions of the two ends of the overhanging roof orthogonal small truss are positioned at the junctions of the middle large span section of the overhanging roof orthogonal small truss and the overhanging sections at the two ends of the overhanging roof orthogonal small truss, and the vertical columns at the sealing edges of the two ends of the overhanging roof orthogonal small truss are positioned at the outer ends of the overhanging sections at the two ends of the overhanging roof orthogonal small truss.
Preferably, the method comprises the following steps: the overhanging sections at two ends of the overhanging roof orthogonal small truss are provided with an upper chord lateral support steel beam of the overhanging roof orthogonal small truss and a lower chord lateral support steel beam of the overhanging roof orthogonal small truss so as to provide lateral stable support; the middle large span section of the small orthogonal truss of the overhanging roof is only provided with an upper chord lateral support steel beam so as to provide lateral stable support; the upper chord lateral support steel beam of the small cantilever roof orthotropic truss is connected with the upper chord of the small cantilever roof orthotropic truss, and the lower chord lateral support steel beam of the small cantilever roof orthotropic truss is connected with the lower chord of the small cantilever roof orthotropic truss; two sides of the small orthogonal truss of the overhanging roof are in an overhanging truss form, the overhanging length of two ends is 2m-4m, the upper chord lateral support steel beam and the lower chord lateral support steel beam adopt H-shaped sections, and the section height is 300mm-400 mm; the vertical supporting overhanging truss and the small orthogonal truss of the overhanging roof jointly form a central supporting framework.
Preferably, the method comprises the following steps: the small orthogonal truss for the overhanging roof is made of H-shaped section steel members, the height of the truss is 1.5m-2.5m, and the arrangement distance of the truss is 2m-4 m; the small truss is integrally hoisted, lifted and assembled in a high-altitude welding mode.
Preferably, the method comprises the following steps: the cantilever floor large-span steel beam is positioned on the floor at the bottom of the cantilever area, is orthogonal to the vertical supporting cantilever truss and is arranged in parallel, and comprises a middle large-span section of the cantilever floor large-span steel beam and cantilever sections at two ends of the cantilever floor large-span steel beam; the middle large span section of the large-span steel beam of the overhanging floor is provided with pre-arching to ensure the deflection deformation control requirement and simultaneously bear the large-space indoor building function, and the large-span steel beam is pre-arching into 1/1000-3/1000 of a span to ensure the deflection control requirement; the overhanging sections at two ends of the overhanging floor large-span steel beam are in an overhanging steel beam form, and the overhanging length is 2m-4 m; the steel beams are H-shaped section steel members, the height of each steel beam is 0.7-1.0 m, and the arrangement distance of the steel beams is 2-4 m.
Preferably, the method comprises the following steps: the overhanging floor large-span steel beam is provided with a lateral support steel beam of the overhanging floor large-span steel beam and steel beams with edge seals at two ends of the overhanging floor large-span steel beam, and an H-shaped section steel member is adopted to provide lateral out-of-plane stable support; the lower chord cantilever beam of the vertical supporting cantilever truss is positioned on the cantilever floor large-span steel beam.
Preferably, the method comprises the following steps: regional floor board of encorbelmenting adopts steel bar truss building carrier plate, makes things convenient for the construction and accelerates the time limit for a project.
Preferably, the method comprises the following steps: the transition area steel frame is positioned in a transition area one-span range of the vertical supporting cantilever truss and mainly comprises a transition area local floor frame column, a transition area secondary large-span frame beam and a transition area common frame beam, the transition area secondary large-span frame beam is connected with the transition area common frame beam, and the transition area local floor frame column is connected with each layer of frame beam; the steel frame in the transition area can be in a steel beam and steel column form to adapt to an integral steel structure system, and can also be in a reinforced concrete beam and steel concrete column mixed form to adapt to transition conversion from a steel structure in an overhanging area to a reinforced concrete structure in a conventional area; the transition area floor chord member beam of the vertical supporting cantilever truss and the transition area roof slope chord member beam of the vertical supporting cantilever truss are positioned on the transition area frame. The transition zone framed roof structure may take the form of a ramp depending on the architectural shape and functional requirements.
Preferably, the method comprises the following steps: when the landing frame column of the vertical supporting cantilever truss is a structural steel concrete column component, a box-type transition adapter of the structural steel concrete column is arranged at the joint of the landing frame column and the chord cantilever beam of the vertical supporting cantilever truss, and a reinforced plate of a structural steel concrete column conversion area is arranged in the joint node area for node reinforcement; the vertical support cantilever truss and the oblique support node of the cantilever roof orthogonal small truss are reinforced by the truss node stiffening plate, and the thickness of the truss node stiffening plate is not less than the wall thickness of the corresponding component.
Preferably, the method comprises the following steps: vertical support truss structural style, boundary location and roof slope panel's setting all can require, function space, encorbelment and span and the boundary requirement carries out appropriate adjustment according to the building modeling, can not influence the utility model discloses embedded orthogonal is to each part constitution and the mode of assembling of truss structure encorbelments of big space of multilayer logical height of little truss.
The utility model has the advantages that:
1. the utility model provides a truss structure is encorbelmented to big space of the multilayer of embedded orthorhombic little truss leads to the height, and its structure system structure is reasonable, can realize that the regional multilayer of high position encorbelmenting leads to the design of high big space building function and figurative complicated steel construction system and bear, and the multilayer of the embedded orthorhombic little truss of full play leads to the big space of the design of high big space truss structure and encorbelments greatly, the complicated molding of large-span and bears, high rigidity performance advantage.
2. The utility model discloses a structure system encorbelments the truss with vertical support and encorbelments roofing orthogonal to little truss and combine for the center support framework to realize big space building function and form whole atress mode through the floor stride the girder steel greatly, can reach under the prerequisite of control bearing capacity and anti lateral stiffness, realize high-order regional multilayer of encorbelmenting greatly and lead to high big space building function and molding.
3. Based on limit bearing performance analysis, the utility model discloses a structure is convenient for through index control such as bulk stiffness (deformation value control), bearing capacity (stress ratio control), further ensures the reasonable effective of overall structure system.
4. The utility model discloses a component of structural system constitutes the module clearly and definitely, passes power clearly, and whole system encorbelments greatly, the span is big, bear the weight of the dynamic height, the molding is unique, has wide application prospect in the regional multilayer of encorbelmenting greatly of high-order leads to high big space building function and figurative complicated steel construction system.
Drawings
Fig. 1a-1e are respectively the utility model discloses the integral structure schematic diagram, the vertical braces truss schematic diagram of encorbelmenting, the roofing orthogonal to little truss schematic diagram of encorbelmenting, the floor of encorbelmenting stride girder steel schematic diagram, transition zone steel frame schematic diagram greatly of the big space truss structure embodiment of the multilayer of embedded orthogonal to little truss.
Fig. 2 is a top plan view of the embodiment of the large-space cantilever truss structure of the present invention, i.e., a sectional view taken along a-a in fig. 1 a;
FIG. 3 is a sectional front view of the embodiment of the cantilever truss structure in large space, i.e. the sectional view B-B in FIG. 1 a;
fig. 4 is a sectional left side view of the embodiment of the large-space cantilever truss structure of the present invention, i.e. a sectional view of C-C in fig. 1 a;
FIGS. 5a and 5b are schematic sectional views D-D, E-E of the single vertical cantilever truss in FIG. 2;
FIGS. 6a and 6b are respectively a sectional view of F-F, G-G of a single vertical small truss and a large span steel beam in FIG. 2;
FIG. 7a is a schematic view of the cross-bracing node configuration of the vertically braced cantilevered truss of FIG. 1b or the orthogonally oriented mini-truss of FIG. 1;
FIG. 7b is a schematic view of a second cross-bracing node configuration of the vertically braced cantilevered truss of FIG. 1b or the orthogonally oriented mini-truss of FIG. 1;
FIG. 8 is a schematic view of a floor transfer junction construction of the medium-sized reinforced concrete vertical support column of FIG. 1 b;
fig. 9 is a flow chart of component assembly for an embodiment of a large space cantilever truss structure.
Description of reference numerals: 1. a floor frame column for vertically supporting the cantilever truss; 2. truss vertical columns for vertically supporting the cantilever truss; 3. an upper chord cantilever beam for vertically supporting the cantilever truss; 4. a middle chord cantilever beam for vertically supporting the cantilever truss; 5. a lower chord cantilever beam for vertically supporting the cantilever truss; 6. a floor chord beam of a transition area of the vertical supporting cantilever truss; 7. a roof slope chord beam of a transition area of the vertical supporting cantilever truss; 8. the cantilever area of the vertical supporting cantilever truss is obliquely supported; 9. the transition region of the vertical supporting cantilever truss is obliquely supported; 10. the upper chord of the small orthogonal truss of the overhanging roof; 11. a lower chord of the small orthogonal truss of the overhanging roof; 12. the oblique web member of the small orthogonal truss of the overhanging roof; 13. vertical columns are arranged at the junctions of the two ends of the small orthogonal truss of the overhanging roof; 14. vertical columns are arranged at the sealed edges of the two ends of the small orthogonal truss of the overhanging roof; 15. the middle large span section of the small orthogonal truss of the overhanging roof; 16. overhanging sections at two ends of the overhanging roof orthogonal small truss; 17. the upper chord of the small orthogonal truss of the overhanging roof laterally supports the steel beam; 18. the lower chord side direction supporting steel beam of the small orthogonal truss of the overhanging roof; 19. the middle large span section of the large span steel beam of the overhanging floor; 20. two overhanging sections of the overhanging floor large-span steel beam; 21. a lateral support steel beam of the overhanging floor large-span steel beam; 22. the steel beams are sealed at two ends of the overhanging floor large-span steel beam; 23. local floor frame columns in the transition area; 24. a transition zone secondary large span frame beam; 25. a common frame beam in the transition area; 26. a box-type transition adapter of the section steel concrete column; 27. a truss node stiffening plate; 28. a stiffening plate for the conversion area of the section steel concrete column.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
The utility model discloses the big space truss structure system component of encorbelmenting of height is led to the multilayer of embedded orthokinetic little truss and is constituteed the module clearly and definitely, pass power clearly, effectively accord with the whole atress and bear the design principle of mode, the great rigidity and the bearing capacity of full play overall structure system, the central bracing framework based on the truss is encorbelmented to the little truss combination of roofing orthokinetic based on vertical braces, and stride the structure system that the girder steel realized big space building function greatly through the floor and constitute the scheme, realize that the high-order is encorbelmented regional multilayer greatly and is led to big space building function and molding.
The utility model discloses a design is based on the center support framework that vertical support encorbelmented the truss and encorbelment roofing orthogonal to little truss combination to stride the whole atress mode of truss that encorbelments in the big space of multilayer logical height that the girder steel realized big space building function through the floor greatly: firstly, a vertical supporting cantilever truss is taken as a vertical lateral force resisting supporting core, and a large space cantilever roof orthogonal small truss positioned on a high cantilever area roof is combined to form a central supporting framework with large span, large cantilever and large overall rigidity; secondly, realizing the function of a large-space indoor building by the overhanging floor large-span steel beam; then, arranging a transition area steel frame to realize transition conversion from the vertical overhanging large space to a conventional frame area; and finally, the whole stress bearing performance of the structural system is guaranteed by analyzing the ultimate bearing performance and controlling the deformation of the system, the stress of the component and the like.
Example one
As shown in fig. 1a-1e and fig. 2-4, the multi-layer through-height large-space overhanging truss structure with the embedded orthotropic small truss comprises a vertical supporting overhanging truss, an overhanging roof orthotropic small truss, an overhanging floor large-span steel beam and a transition area steel frame. The vertical supporting overhanging truss (shown in figure 1b) is positioned at the end parts of two sides of the multi-layer through large space, consists of two overhanging trusses formed by X-shaped cross-layer inclined struts extending to a transition area and is a vertical supporting and lateral force resisting core framework; the small orthogonal trusses (shown in figure 1c) of the overhanging roof are positioned at the top of the roof in a large space, are orthogonal to the vertical supporting overhanging trusses and are arranged at intervals, consist of a plurality of large-span small trusses and form a central supporting framework together with the vertical supporting overhanging trusses; the cantilever floor large-span steel beams (figure 1d) are positioned at the bottom of the floor of a large space area, are orthogonal to the vertical supporting cantilever truss and are arranged at intervals, consist of a plurality of large-span steel beams, and ensure the control limit value requirement of the deflection deformation of the steel beams by setting pre-arching; the transition area steel frame (figure 1e) is positioned in a transition area one-span area of the vertical supporting cantilever truss, consists of a local floor supporting frame column, a secondary large-span frame beam and a common frame beam, and is used for realizing frame transition conversion from the vertical cantilever area to a conventional frame area.
As shown in fig. 1b and fig. 5 a-5 b, the vertical supporting cantilever truss comprises two parts, namely a cantilever truss and a transition truss, and consists of a floor frame column, a truss vertical column, truss chords (3-7) and truss inclined supports (8, 9) of the vertical supporting cantilever truss. The cantilever area truss part is positioned in a large cantilever area, the load of the cantilever building roof is supported and borne through a ground frame column at the root of the cantilever area, and then the vertical load is transferred to a foundation or an underground structure; the arrangement of the truss part in the transition area aims to improve the bearing performance of the cantilever truss and properly balance the structural rigidity difference of two sides of the floor frame column.
As shown in fig. 1b and fig. 5b, the truss chord member (3-7) comprises an upper chord cantilever beam 3 of the vertical supporting cantilever truss, a middle chord cantilever beam 4 of the vertical supporting cantilever truss, a lower chord cantilever beam 5 of the vertical supporting cantilever truss, a transition area floor chord member beam 6 of the vertical supporting cantilever truss, and a transition area roof slope chord member beam 7 of the vertical supporting cantilever truss, and the truss diagonal braces (8, 9) form an X-shaped diagonal brace truss structure by the cantilever area diagonal brace 8 of the vertical supporting cantilever truss and the transition area diagonal brace 9 of the vertical supporting cantilever truss.
As shown in fig. 1b and fig. 5-5 b, the vertical supporting cantilever truss is of a double-layer truss structure, an X-shaped cross-layer diagonal bracing mode is adopted, and the included angle between truss diagonal bracing (8, 9) and chord members (3-7) of the truss is 30-60 degrees; the double layer is only a concept of a structural layer, and the actual single layer can correspond to a plurality of floor heights. In the embodiment, the overhanging area and the transition area are respectively provided with 2X-shaped cross-layer diagonal bracing truss structural forms and 1X-shaped cross-layer diagonal bracing truss structural form.
As shown in fig. 3-4 and 5 a-5 b, the roof of the vertically supported cantilever truss can be set in a slope elevation changing mode according to the slope requirement, and the structural form of the corresponding truss inclined support (8, 9) is unchanged, and the length of the corresponding truss inclined support is changed. The floor frame column 1 and the chord members (3-7) of the vertical supporting cantilever truss are all in a through form, wherein the intersection is the frame column through. For strengthening the lateral stiffness resistance of the floor frame column 1 of the vertical supporting cantilever truss and facilitating the conversion with an underground structure, the floor frame column can be reinforced by a structural steel concrete column member.
As shown in fig. 1b and fig. 5 a-5 b, the floor column 1 of the vertical supporting cantilever truss is a vertical stress main body member, and the section size is 1000mm × 1000mm in consideration of the steel pipe concrete section or the steel reinforced concrete column member generally; the truss chord members (3-7) are flexural bearing main body members, and the section dimension is 300mm multiplied by 800 mm; in order to facilitate welding connection and rigidity guarantee, the inclined supports (8-9) also adopt box-shaped members, and the cross section dimension is 300mm multiplied by 600 mm.
As shown in fig. 1c and fig. 6a to fig. 6b, the overhanging roof orthogonal small truss is positioned on the roof of the overhanging area, is orthogonal to the vertical supporting overhanging truss and is arranged approximately in parallel at a certain distance, and comprises a middle large span section 15 of the overhanging roof orthogonal small truss and two end overhanging sections 16 of the overhanging roof orthogonal small truss; the single cantilever roof orthotropic small truss is composed of an upper chord member, a lower chord member, a diagonal web member 12, a junction vertical member and vertical columns with sealed edges at two ends of the orthotropic small truss, wherein the diagonal web member adopts a V-shaped diagonal member supporting mode to form a beam member stressed small truss structure with a small height so as to bear heavy equipment or earthing load and the like in a large-span area of a roof.
As shown in fig. 1c, fig. 2, and fig. 6 a-fig. 6b, the boundaries of the overhanging sections 16 at the two ends of the overhanging roof orthogonal small truss and the intersection of the overhanging sections and the vertical supporting overhanging truss are respectively provided with an upper chord lateral supporting steel beam 17 of the overhanging roof orthogonal small truss and a lower chord lateral supporting steel beam 18 of the overhanging roof orthogonal small truss so as to provide lateral stable support; the middle large span section 15 area of the small orthogonal truss of the overhanging roof is only provided with an upper chord lateral supporting steel beam 17; two sides of the small orthogonal truss are in a cantilever truss form, and the cantilever length is 2m-4 m.
As shown in fig. 1c and fig. 6 a-6 b, the small orthogonal truss of the overhanging roof is made of H-shaped section steel members, the height of the truss is 1.5m-2.5m, the arrangement interval of the truss is 2m-4m, and the section height of the chord member of the truss is 300mm-400 mm; the small truss is integrally hoisted, lifted and assembled in a high-altitude welding mode.
As shown in fig. 1-4, the vertical supporting overhanging truss and the small orthogonal truss of the overhanging roof jointly form a central supporting framework.
As shown in fig. 1a, fig. 1d and fig. 6 a-fig. 6b, the overhanging floor large-span steel beam is positioned on the floor at the bottom of the overhanging area, is orthogonal to the vertical supporting overhanging truss and is approximately arranged in parallel at a certain distance, and comprises a middle large-span section 19 of the overhanging floor large-span steel beam and two overhanging sections 20 of the overhanging floor large-span steel beam. The large-span steel beam is provided with a pre-arching to ensure the deflection deformation control requirement and simultaneously bear the large-space indoor building function; two ends of the large-span steel beam are in cantilever steel beam forms, and the cantilever length is 2m-4 m.
As shown in fig. 1a and 1d, the overhanging floor large-span steel beam is provided with a lateral support steel beam 21 of the overhanging floor large-span steel beam and steel beams 22 with sealed edges at two ends of the overhanging floor large-span steel beam, and an H-shaped section steel member is adopted to provide lateral surface external stable support.
As shown in figures 1a and 1d, the cantilever floor large-span steel beam is an H-shaped section steel member, the height of the steel beam is 0.7-1.0 m, the arrangement distance of the steel beams is 2-4 m, and the pre-arching of the middle large-span section 19 of the cantilever floor large-span steel beam is determined according to the span distance and is 1/1000-3/1000 of the large-span distance.
As shown in figure 1a, the floor slab of the overhanging area adopts a steel bar truss floor bearing plate, so that the construction is convenient and the construction period is shortened.
As shown in fig. 1a and 1e, the transition area steel frame is located in the first span range of the transition area of the vertical supporting overhanging truss, and is composed of a local floor frame column 23 of the transition area, a second large span frame beam 24 of the transition area, and a common frame beam 25 of the transition area, so as to realize the transition conversion from the vertical overhanging area to the conventional frame area. The transition area framed roof structure may take the form of a ramp depending on the architectural shape and functional needs.
As shown in fig. 1a and 1e, the steel frame in the transition area may be in the form of steel beam or steel column to adapt to the system with steel structure as a whole; the steel reinforced concrete beam and the steel reinforced concrete column can be in a mixed form so as to adapt to transition conversion from a steel structure in an overhanging area to a reinforced concrete structure in a conventional area.
As shown in fig. 1a and 8, when the floor frame column 1 of the vertical support cantilever truss is a steel reinforced concrete column member, a box-type transition adapter 26 of the steel reinforced concrete column is arranged at the joint of the floor frame column and the chord cantilever beam of the vertical support cantilever truss, the wall thickness of the joint node area is thickened, and a stiffening plate 28 of the steel reinforced concrete column conversion area is arranged for node reinforcement.
As shown in fig. 1a and fig. 7a to fig. 7b, the diagonal bracing nodes of the vertical support cantilever truss and the orthogonal small truss are reinforced by truss node stiffening plates 27, and the thickness of the truss node stiffening plates 27 is not less than the wall thickness of the corresponding members.
Vertical support truss structural style, boundary location and roof slope panel's setting all can require, function space, encorbelment and span and the boundary requirement carries out appropriate adjustment according to the building modeling, can not influence the utility model discloses embedded orthogonal is to each part constitution and the mode of assembling of truss structure encorbelments of big space of multilayer logical height of little truss.
Example two
As shown in fig. 9, the specific component assembling process of the multilayer through-height large-space overhanging truss structure with the embedded orthogonal small truss is as follows:
(1) an upper chord cantilever beam 3 of the vertical supporting cantilever truss, a middle chord cantilever beam 4 of the vertical supporting cantilever truss, a lower chord cantilever beam 5 of the vertical supporting cantilever truss, a transition zone floor chord beam 6 of the vertical supporting cantilever truss and a transition zone roof slope chord beam 7 of the vertical supporting cantilever truss form a chord part, and then the chord part, an cantilever zone inclined support 8 of the vertical supporting cantilever truss, a transition zone inclined support 9 of the vertical supporting cantilever truss, a floor frame column 1 of the vertical supporting cantilever truss and a truss vertical column 2 of the vertical supporting cantilever truss form a single vertical supporting cantilever truss basic unit together;
(2) the vertical load of the vertical supporting cantilever truss is transferred to the landing frame column 1 of the vertical supporting cantilever truss through a box-type transition adapter 26 of the steel-concrete column for bearing, and a truss node stiffening plate 27 and a steel-concrete column conversion area stiffening plate 28 are arranged at the node of the vertical supporting cantilever truss for node reinforcement;
(3) the multi-layer high-space roof of the overhanging area is provided with a plurality of overhanging roof orthogonal small trusses, and the overhanging roof orthogonal small trusses consist of upper chords 10 of the overhanging roof orthogonal small trusses, lower chords 11 of the overhanging roof orthogonal small trusses and inclined web members 12 of the overhanging roof orthogonal small trusses, so that a middle large span section 15 of the overhanging roof orthogonal small trusses and two end overhanging sections 16 of the overhanging roof orthogonal small trusses are formed;
(4) the cantilever roof orthogonal small truss is laterally provided with an upper chord lateral support steel beam 17 of the cantilever roof orthogonal small truss and a lower chord lateral support steel beam 18 of the cantilever roof orthogonal small truss so as to carry out lateral stable support, and the cantilever roof orthogonal small truss is embedded with the vertical support cantilever truss to be in orthogonal connection through vertical columns 13 at junctions of two ends of the cantilever roof orthogonal small truss and vertical columns 14 at edge seals of two ends of the cantilever roof orthogonal small truss so as to form an integral stress system;
(5) a plurality of large-span steel beams are arranged on a floor of a multi-layer through-height large space of an overhanging area, and each large-span steel beam consists of a middle large span section 19 of the overhanging floor large-span steel beam and two overhanging sections 20 of the overhanging floor large-span steel beam;
(6) the large-span steel beam is laterally provided with a lateral support steel beam 21 of the overhanging floor large-span steel beam and edge sealing steel beams 22 at two ends of the overhanging floor large-span steel beam so as to carry out lateral stable support, and the lateral support steel beam is connected with the vertical support overhanging truss to form an integral stress system;
(7) the transition area steel frame is positioned in the transition area one-span range of the vertical supporting overhanging truss and consists of a transition area local floor frame column 23, a transition area secondary large-span frame beam 24 and a transition area common frame beam 25 so as to realize transition conversion from the vertical overhanging area to the conventional frame area.
EXAMPLE III
This patent still provides the multilayer of embedded orthorhombic little truss to lead to the application in high big space truss structure of encorbelmenting is led to high big space building function and figurative complicated steel structural system design and bearing in the regional multilayer of high-order big encorbelmenting, the big space of encorbelmenting is not less than 10 meters, the span is not less than 20 meters long-span building function space for encorbelmenting.
Compared with the prior art not enough, the utility model provides a pair of truss structure is encorbelmented to big space of multilayer logical height of embedded orthorhombic little truss is based on the central support framework that vertical support encorbelmented the truss and encorbelments roofing orthorhombic little truss combination, through encorbelmenting the floor and striding the girder steel greatly and realize big space building function, through the transition conversion of transition district steel framework realization vertical big space district of encorbelmenting to conventional frame district, constitute whole stress mode, can realize high-order regional multilayer of encorbelmenting greatly and lead to big space building function and molding. The structural system has the advantages of clear component modules, reasonable structure and clear force transmission, effectively accords with the design principle of integral stress and bearing mode, and can realize the design and bearing of multi-layer high-space building functions and the modeled complex steel structural system of a high-position large-cantilever area. Based on limit bearing performance analysis, bear whole performance control such as through deformation rigidity, stress ratio, can further ensure the utility model discloses the multilayer of embedded orthogonal to little truss leads to high big space to encorbelment truss structure encorbelment greatly, the complicated molding of large-span and high bearing, high rigidity performance advantage.
Claims (8)
1. The utility model provides a truss structure is encorbelmented to big space of multilayer logical height of little truss of embedded orthogonal, its characterized in that: the cantilever floor large-span steel girder comprises a vertical supporting cantilever truss, a cantilever roof orthogonal small truss, a cantilever floor large-span steel girder and a transition area steel frame; the vertical supporting overhanging truss is positioned at the end parts of two sides of the multi-layer large through-height space and consists of two X-shaped cross-layer overhanging trusses extending to a transition area; the small overhung roof truss is positioned at the top of the large-space roof and is arranged in an orthogonal manner to the vertical supporting overhung truss, the small overhung roof truss consists of a plurality of large-span small trusses, and the small overhung roof truss and the vertical supporting overhung truss jointly form a central supporting framework; the cantilever floor large-span steel beam is positioned at the bottom of the large-space floor and is arranged in a manner of being orthogonal to the vertical supporting cantilever truss, and the cantilever floor large-span steel beam consists of a plurality of large-span steel beams; the transition area steel frame is positioned in the transition area of the vertical supporting cantilever truss for one span.
2. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 1, is characterized in that: the vertical supporting cantilever truss comprises a cantilever area truss and a transition area truss which are bounded by a floor frame column (1) of the vertical supporting cantilever truss; the cantilever area truss mainly comprises a ground frame column (1) of a vertical supporting cantilever truss, a truss vertical column (2) of the vertical supporting cantilever truss, an upper chord cantilever beam (3) of the vertical supporting cantilever truss, a middle chord cantilever beam (4) of the vertical supporting cantilever truss, a lower chord cantilever beam (5) of the vertical supporting cantilever truss and a cantilever area inclined support (8) of the vertical supporting cantilever truss, wherein the ground frame column (1) of the vertical supporting cantilever truss is arranged in a through manner, the truss vertical column (2) of the vertical supporting cantilever truss is vertically connected with the upper chord cantilever beam (3) of the vertical supporting cantilever truss, the middle chord cantilever beam (4) of the vertical supporting cantilever truss and the lower chord cantilever beam (5) of the vertical supporting cantilever truss, and the cantilever area inclined support (8) of the vertical supporting cantilever truss is connected with the upper chord cantilever beam (3) of the vertical supporting cantilever truss in an X shape, A middle chord cantilever beam (4) of the vertical supporting cantilever truss and a lower chord cantilever beam (5) of the vertical supporting cantilever truss; the transition area truss mainly comprises a transition area floor chord beam (6) of the vertical support cantilever truss, a transition area roof slope chord beam (7) of the vertical support cantilever truss and a transition area inclined support (9) of the vertical support cantilever truss, wherein the transition area roof slope chord beam (7) of the vertical support cantilever truss is positioned above the transition area floor chord beam (6) of the vertical support cantilever truss, and the transition area roof slope chord beam (7) of the vertical support cantilever truss is connected with the transition area floor chord beam (6) of the vertical support cantilever truss through the transition area inclined support (9) of the x-shaped vertical support cantilever truss.
3. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 2, is characterized in that: the vertical supporting cantilever truss is of a double-layer truss structure, an X-shaped cross-layer cross inclined supporting mode is adopted, and the included angle between the truss inclined supporting and a truss chord member is 30-60 degrees; the floor frame column (1) of the vertical supporting cantilever truss is arranged in a through-high through manner, an upper chord cantilever beam (3) of the vertical supporting cantilever truss, a middle chord cantilever beam (4) of the vertical supporting cantilever truss, a lower chord cantilever beam (5) of the vertical supporting cantilever truss, a transition area floor chord beam (6) of the vertical supporting cantilever truss and a transition area roof slope chord beam (7) of the vertical supporting cantilever truss are all in a through manner and are connected to the floor frame column (1) of the vertical supporting cantilever truss; the floor frame column (1) of the vertical supporting overhanging truss is a vertical bearing main body component and adopts steel pipe concrete or a section of the steel pipe concrete; an upper chord cantilever beam (3) of the vertical support cantilever truss, a middle chord cantilever beam (4) of the vertical support cantilever truss, a lower chord cantilever beam (5) of the vertical support cantilever truss, a transition zone floor chord beam (6) of the vertical support cantilever truss and a transition zone roof slope chord beam (7) of the vertical support cantilever truss are flexural bearing main body components.
4. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 1, is characterized in that: the overhanging roof orthogonal small truss is positioned on the roof of an overhanging area, is orthogonal to the vertical supporting overhanging truss and is arranged in parallel with a plurality of trusses, and comprises a middle large span section (15) of the overhanging roof orthogonal small truss and two end overhanging sections (16) of the overhanging roof orthogonal small truss; the middle large span section (15) of the overhanging roof orthogonal small truss mainly comprises an upper chord member (10) of the overhanging roof orthogonal small truss, a lower chord member (11) of the overhanging roof orthogonal small truss, a diagonal web member (12) of the overhanging roof orthogonal small truss and vertical columns (13) at junctions of two ends of the overhanging roof orthogonal small truss, the two-end overhanging section (16) of the overhanging roof orthogonal small truss mainly comprises the upper chord member (10) of the overhanging roof orthogonal small truss, the lower chord member (11) of the overhanging roof orthogonal small truss, the diagonal web member (12) of the overhanging roof orthogonal small truss and vertical columns (14) at sealed edges of two ends of the overhanging roof orthogonal small truss, wherein the diagonal web member (12) of the overhanging roof orthogonal small truss is in a V-shaped diagonal web member form, and the diagonal web member (12) of the overhanging roof orthogonal small truss is positioned between the upper chord member (10) of the overhanging roof orthogonal small truss and the lower chord member (11) of the overhanging roof orthogonal small truss, the vertical columns (13) at the junctions of the two ends of the small overhanging roof orthogonal truss are positioned at the junctions of the middle large span section (15) of the small overhanging roof orthogonal truss and the overhanging sections (16) at the two ends of the small overhanging roof orthogonal truss, and the vertical columns (14) at the sealing edges of the two ends of the small overhanging roof orthogonal truss are positioned at the outer ends of the overhanging sections (16) at the two ends of the small overhanging roof orthogonal truss.
5. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 4, is characterized in that: the overhanging sections (16) at two ends of the overhanging roof orthogonal small truss are provided with an upper chord lateral supporting steel beam (17) of the overhanging roof orthogonal small truss and a lower chord lateral supporting steel beam (18) of the overhanging roof orthogonal small truss; an upper chord lateral support steel beam (17) is arranged on a middle large span section (15) of the small cantilever roof orthogonal truss; an upper chord lateral support steel beam (17) of the small cantilever roof orthogonal truss is connected with an upper chord (10) of the small cantilever roof orthogonal truss, and a lower chord lateral support steel beam (18) of the small cantilever roof orthogonal truss is connected with a lower chord (11) of the small cantilever roof orthogonal truss; two sides of the small orthogonal truss of the overhanging roof are in an overhanging truss form, the overhanging length of two ends is 2m-4m, the upper chord lateral support steel beam and the lower chord lateral support steel beam are H-shaped sections, and the section height is 300mm-400 mm.
6. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 1, is characterized in that: the cantilever floor large-span steel beam is positioned on the floor at the bottom of the cantilever area, is orthogonal to the vertical supporting cantilever truss and is arranged in parallel, and comprises a middle large span section (19) of the cantilever floor large-span steel beam and two cantilever sections (20) at two ends of the cantilever floor large-span steel beam; two overhanging sections (20) of the overhanging floor large-span steel beam are in an overhanging steel beam form, and the overhanging length is 2m-4 m; the steel beam is an H-shaped section steel member, and the height of the steel beam is 0.7-1.0 m; the cantilever floor large-span steel beam is provided with a lateral support steel beam (21) of the cantilever floor large-span steel beam and steel beams (22) with edge sealed at two ends of the cantilever floor large-span steel beam, and H-shaped section steel members are adopted.
7. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 1, is characterized in that: the transition area steel frame is located the transition area one of vertical support truss of encorbelmenting and strides the within range, mainly by the local frame post (23) that falls to the ground of transition area, the second frame roof beam (24) of striding of transition area and the ordinary frame roof beam (25) of transition area are constituteed, and the second frame roof beam (24) of striding of transition area is connected with the ordinary frame roof beam (25) of transition area, and the local frame post (23) that falls to the ground of transition area connects each layer frame roof beam.
8. The multi-layer through-height large-space cantilever truss structure with the embedded orthogonal small truss, according to claim 2, is characterized in that: when the floor frame column (1) of the vertical supporting cantilever truss is a section steel concrete column component, a box-type transition adapter (26) of the section steel concrete column is arranged at the joint of the floor frame column and the cantilever beam of the chord member of the vertical supporting cantilever truss, and a section steel concrete column transition area stiffening plate (28) is arranged in the joint node area; truss node stiffening plates (27) are arranged at the diagonal bracing nodes of the vertical supporting overhanging truss and the small overhanging roof orthogonal truss.
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| CN112443043B (en) * | 2020-11-25 | 2022-02-22 | 浙大城市学院 | Multilayer through-height large-space cantilever truss structure with embedded small orthotropic truss and application |
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