CN109826312B - Sectional assembly method of high-rise integrated structure and high-rise integrated structure - Google Patents
Sectional assembly method of high-rise integrated structure and high-rise integrated structure Download PDFInfo
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- CN109826312B CN109826312B CN201910129154.3A CN201910129154A CN109826312B CN 109826312 B CN109826312 B CN 109826312B CN 201910129154 A CN201910129154 A CN 201910129154A CN 109826312 B CN109826312 B CN 109826312B
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Abstract
The invention discloses a sectional assembly method of a high-rise conjoined structure and the high-rise conjoined structure, wherein the high-rise conjoined structure comprises a corridor, a first tower and a second tower which are arranged at intervals relatively, the first tower comprises a first building elevation, a first truss is vertically connected to the first building elevation, one end of the second truss is fixedly connected to the first building elevation, and the other end of the second truss is fixedly connected to the first truss, so that the projection patterns of the second truss, the first truss and the first building elevation on the ground are triangular. According to the sectional assembly method of the high-rise conjoined structure and the high-rise conjoined structure, provided by the embodiment of the invention, the first truss and the second truss are assembled on part of the rod pieces of the first truss in the first tower first, so that the projection patterns of the first truss, the second truss and the first building elevation on the ground are closed triangles, and the structure is stable and firm, thereby improving the safety and quality of construction engineering of the conjoined structure and avoiding accidents.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a sectional assembly method of a high-rise conjoined structure and the high-rise conjoined structure.
Background
With the progress of society, high-rise buildings occupy more and more important positions in modern city construction, and can effectively utilize space resources, reduce occupied area and relieve the problems of housing difficulty, traffic congestion and land shortage of large cities. Until now, the forms of high-rise buildings are diversified, and a novel structural form, namely a multi-tower integrated high-rise building is adopted more and more, mainly because the integrated structure can facilitate the connection between two towers, and is used as sightseeing corridor or leisure coffee hall and the like; and the appearance of the high-rise building can be more special due to the arrangement of the conjoined structure.
At present, the assembled truss is generally lifted to a designated position for installation in an assembling mode of the conjoined structure of a high-rise building, but the truss is suspended in the high air due to the fact that the length of the assembled truss is relatively long and thin by adopting the installing mode, the structure of the truss becomes unstable, and the safety, quality, construction period and construction cost of the construction engineering of the conjoined structure are directly affected.
Disclosure of Invention
The embodiment of the invention discloses a sectional assembly method of a high-rise conjoined structure and the high-rise conjoined structure, which can improve the stability of the conjoined structure and further ensure the safety and quality of the construction of the high-rise conjoined structure.
In order to achieve the above object, in a first aspect, an embodiment of the present invention provides a method for sectional assembly of a high-rise building structure, where the high-rise building structure includes a first tower, a second tower, and a corridor, the first tower includes a first building elevation, the first tower and the second tower are disposed at intervals, and the corridor includes a first truss, a second truss, a third truss, and a fourth truss, and the assembly method includes:
providing a rod piece assembled to form the first truss and the second truss, lifting the rod piece to a specified height, assembling part of the rod piece to form the first truss, and fixing the first truss on the first building elevation;
assembling the rest bars at the designated height to form the second truss, and fixing one end of the second truss on the first building elevation, wherein the other end of the second truss is fixedly connected to the first truss, so that the projection patterns of the second truss, the first truss and the first building elevation on the ground are triangular;
installing the third truss from the other end of the second truss, and enabling the third truss to extend to the second turret and be fixed to the second turret so that the third truss and the second truss form a side truss of the corridor together;
And lifting the fourth truss to the designated height and fixedly connecting the fourth truss to the first tower and the second tower so that the fourth truss forms the truss on the other side of the corridor.
As an optional implementation manner, in an embodiment of the first aspect of the present invention, the remaining rods include a lower chord, a first diagonal web member, a second diagonal web member, and an upper chord, the first truss includes a first vertical rod, and assembling the remaining rods at the specified height to form the second truss specifically includes:
fixedly connecting one end of the lower chord member to a steel rib column of the first building elevation at the designated height;
connecting one end of the first diagonal web member to the lower chord member, and connecting the other end of the first diagonal web member to the steel rib post so that a graph formed by the first diagonal web member, the lower chord member and the steel rib post is triangular;
connecting one end of the second diagonal web member to the connection part of the first diagonal web member and the lower chord member, and connecting the other end of the second diagonal web member to the first vertical rod, so that a graph formed by the second diagonal web member, the lower chord member and the first vertical rod is triangular;
And the two ends of the upper chord member are respectively and fixedly connected with the junction of the first diagonal web member and the steel rib column and the junction of the second diagonal web member and the first vertical member.
As an optional implementation manner, in an embodiment of the first aspect of the present invention, the remaining rods further include a second vertical rod and a plurality of reinforcing rods, and the assembling the remaining rods at the specified height to form the second truss specifically further includes:
the second vertical rod is vertically arranged between the upper chord member and the lower chord member, one end of the second vertical rod is connected with the upper chord member, and the other end of the second vertical rod is connected with the connecting part of the first diagonal web member and the lower chord member;
and the plurality of reinforcing rods are horizontally assembled between the first diagonal web member, the second diagonal web member and the first vertical rod.
As an alternative implementation manner, in an embodiment of the first aspect of the present invention, the corridor further includes a fixed truss, the fixed truss is vertically connected to the first building facade, and the fixed truss is fixedly connected to the third truss, so as to support the third truss.
In an embodiment of the first aspect of the present invention, the third truss and the fixed truss are installed by being assembled and lifted to the specified height;
And the fourth truss is lifted to the designated height for installation after the ground assembly is completed.
As an optional implementation manner, in an embodiment of the first aspect of the present invention, after the lifting the fourth truss to the specified height and fixedly connecting the fourth truss to the first tower and the second tower, the assembling method further includes:
assembling a plurality of main beams between the third truss and the fourth truss;
and assembling a plurality of secondary beams between two adjacent main beams.
In an alternative embodiment, in an embodiment of the first aspect of the present invention, the first truss is formed by splicing by a cantilever method.
In a second aspect, an embodiment of the present invention provides a high-rise building structure, the high-rise building structure including:
a first tower comprising a first building facade;
the second tower is arranged at intervals with the first tower; and
the corridor comprises a first truss, a second truss, a third truss and a fourth truss, wherein the first truss is vertically connected with the first building elevation, one end of the second truss is fixedly connected with the first building elevation, and the other end of the second truss is fixedly connected with the first truss, so that the projection patterns of the second truss, the first truss and the first building elevation on the ground are triangular;
The third truss is connected to the other end of the second truss, extends from the joint of the third truss and the second truss to the second tower and is fixed to the second tower, so that the third truss and the second truss form a side truss of the corridor together;
and two ends of the fourth truss are respectively and fixedly connected with the first tower and the second tower, so that the fourth truss forms a truss on the other side of the corridor.
As an alternative implementation manner, in an example of the second aspect of the present invention, the first building facade includes steel columns, the second truss includes a lower chord, a first diagonal web member, a second diagonal web member, and an upper chord, and the first truss includes a first vertical rod;
one end of the lower chord is vertically connected with the steel skeleton column, and the other end of the lower chord is connected with the first vertical rod;
the two ends of the first diagonal web member are respectively connected with the steel rib column and the lower chord member, so that the graph formed by the first diagonal web member, the lower chord member and the steel rib column is triangular;
one end of the second diagonal web member is connected to the joint of the first diagonal web member and the lower chord member, and the other end of the second diagonal web member is connected to the first vertical rod, so that a graph formed by the second diagonal web member, the lower chord member and the first vertical rod is triangular;
The two ends of the upper chord member are respectively and fixedly connected with the junction of the first diagonal web member and the steel rib column and the junction of the second diagonal web member and the first vertical member, so that the graph formed by the upper chord member, the first diagonal web member and the second diagonal web member is triangular.
In an optional implementation manner, in an embodiment of the second aspect of the present invention, the second truss further includes a second vertical rod and a plurality of reinforcing rods, where the second vertical rod is vertically disposed between the upper chord member and the lower chord member, one end of the second vertical rod is connected to the upper chord member, the other end of the vertical rod is connected to a connection position between the first diagonal web member and the lower chord member, and the plurality of reinforcing rods are horizontally disposed between the first diagonal web member, the second diagonal web member, and the first vertical rod.
As an alternative embodiment, in an embodiment of the second aspect of the present invention, the gallery further includes a fixed truss connected to the third truss, the fixed truss is vertically connected to the first building facade, and the fixed truss is fixedly connected to the third truss to support the third truss.
As an alternative implementation manner, in an embodiment of the second aspect of the present invention, the corridor further includes a plurality of main beams and a plurality of secondary beams, where the main beams are disposed between the third truss and the fourth truss, and the secondary beams are disposed between two adjacent main beams.
Compared with the prior art, the invention has the beneficial effects that:
(1) Stable structure and high safety. According to the sectional assembly method of the high-rise conjoined structure and the high-rise conjoined structure, provided by the invention, the stable structural system is formed by assembling the trusses of one part of the corridor at the designated height, and then the rest trusses of the corridor are assembled, so that the construction safety of the corridor can be ensured. Specifically, part rod pieces of the first truss and the second truss are assembled at a designated height of the first tower to form the first truss and the second truss, the first truss and the second truss are connected with each other, so that projection patterns of the first truss, the second truss and the first building elevation on the ground are closed triangles, then trusses of other parts are lifted to the designated height to be assembled to form the corridor, and the projection patterns of the first truss, the second truss and the first building elevation on the ground are closed triangles, so that the triangle has good structural stability, the stability of the conjoined structure can be improved, the safety and the quality of construction engineering of the conjoined structure can be improved, and accidents are avoided.
(2) Is convenient to lift and has low cost. According to the sectional assembly method of the high-rise conjoined structure, each rod piece forming the first truss and the second truss is lifted to the designated high-rise installation position and then assembled, instead of being assembled on the ground to be integrally assembled and then lifted to the designated high-rise installation position to be installed, by adopting the lifting mode, not only can each rod piece forming the truss be lifted to the designated position without complex lifting equipment, but also the length of each rod piece which is lifted instead of the assembled truss is relatively short, so that the lifting of each rod piece of the conjoined structure is facilitated, and the construction cost is low.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a high-rise integrated structure according to an embodiment of the present invention;
fig. 2 is a flowchart of a sectional assembly method of a high-rise integrated structure according to an embodiment of the present invention;
FIG. 3 is a schematic view of a first truss according to an embodiment of the present invention;
fig. 4 is a flowchart of a method for assembling a second truss according to an embodiment of the present invention;
fig. 5 is a schematic structural view of a second truss according to an embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the present invention, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal" and the like indicate an azimuth or a positional relationship based on that shown in the drawings. These terms are only used to better describe the present invention and its embodiments and are not intended to limit the scope of the indicated devices, elements or components to the particular orientations or to configure and operate in the particular orientations.
Also, some of the terms described above may be used to indicate other meanings in addition to orientation or positional relationships, for example, the term "upper" may also be used to indicate some sort of attachment or connection in some cases. The specific meaning of these terms in the present invention will be understood by those of ordinary skill in the art according to the specific circumstances.
Furthermore, the terms "mounted," "configured," "provided," "connected," and "connected" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; may be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements, or components. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
Furthermore, the terms "first," "second," and the like, are used primarily to distinguish between different devices, elements, or components (the particular species and configurations may be the same or different), and are not used to indicate or imply the relative importance and number of devices, elements, or components indicated. Unless otherwise indicated, the meaning of "a plurality" is two or more.
The embodiment of the invention discloses a sectional assembling method of a high-rise conjoined structure and the high-rise conjoined structure, wherein partial rod pieces of a first truss and a second truss are assembled in a first tower first so that projection patterns of the first truss, the second truss and a first building elevation on the ground are closed triangles, and then the trusses of the other parts are spliced to form a corridor.
The technical scheme of the invention will be further described with reference to the examples and the accompanying drawings.
Example 1
Referring to fig. 1 to 4, a first embodiment of the present invention provides a sectional assembly method of a high-rise building structure, wherein the high-rise building structure includes a first tower 1, a second tower 2, and a corridor 3, the first tower 1 includes a first building elevation 10, the first tower 1 and the second tower 2 are arranged at intervals, and the corridor 3 includes a first truss 30, a second truss 31, a third truss 32, and a fourth truss 34. The assembling method comprises the following steps:
101. The first truss 30 and the second truss 31 are formed by assembling the rod members, the rod members are lifted to a designated height, and part of the rod members are assembled to form the first truss 30, so that the first truss 30 is fixed on the first building elevation 10.
Wherein, the high-rise conjoined structure in this patent can be applied to high-rise building and super high-rise building. That is, the first tower and the second tower in this embodiment are both high-rise buildings or super high-rise buildings. Define a specified height as: from the height of the 34 th floor and above high-rise region of the first tower 1, if the designated height is H, H is not less than 27m, for example: 30m, 35m, 38m, 43m, etc.
Since the first truss 30 and the second truss 31 are installed close to the first turret 1, the bars may be spliced at a designated height by means of the first turret 1 to form the first truss 30 and the second truss 31. The rod pieces forming the first truss 30 and the second truss 31 are lifted to the designated height and then assembled, and the length of the rod pieces is relatively short because of the first truss 30 and the second truss 31 which are assembled relatively, so that the lifting is convenient, that is, each rod piece forming the first truss 30 and the second truss 31 can be lifted to the designated height without complex lifting equipment, and the lifting cost of the trusses can be saved.
In this embodiment, as shown in fig. 3, the first truss 30 is formed by cantilever-type assembly. The first truss 30 includes a first horizontal rod 301, a first vertical rod 302, an inclined rod 303, a second vertical rod 304, and a second horizontal rod 305, and the specific assembling steps of the first truss 30 are as follows:
a plurality of first horizontal rods 301 are horizontally assembled from top to bottom in sequence at a designated height, the first truss 30 is fixed on the first building facade 10, and a steel wire rope 300 is installed between two adjacent first horizontal rods 301, so that the stability of the first horizontal rods 301 is improved.
A plurality of first vertical rods 302 are vertically assembled at one end of the first horizontal rod 301 far away from the first building elevation 10, and two ends of each first vertical rod 302 are respectively connected with two adjacent first horizontal rods 301.
One end of the diagonal member 303 is fixed on the first building facade 10, and the other end of the diagonal member 303 is connected to the connection part of the uppermost first horizontal member 301 and the first vertical member 302 of the first truss 30, so that the diagonal member 303, the first horizontal member 301 and the first vertical member 302 form a triangle, and the stability of the first truss 30 can be further improved.
One end of the second vertical rod 304 is fixed at the connection of the uppermost first horizontal rod 301 and the first vertical rod 302 of the first truss 30.
One end of the second horizontal rod 305 is connected to the connection between the diagonal rod 303 and the first building facade 10, and the other end of the second horizontal rod 305 is fixedly connected to the second vertical rod 304.
102. The remaining bars are assembled at a designated height to form a second truss 31, and one end of the second truss 31 is fixed to the first building facade 10, and the other end of the second truss 31 is fixedly connected to the first truss 30, so that the projected patterns of the second truss 31, the first truss 30 and the first building facade 10 on the ground are triangular.
The rod pieces are assembled at the designated height of the first tower 1 to form the first truss 30 and the second truss 31, so that the projection patterns of the first truss 30, the second truss 31 and the first building elevation 10 on the ground are closed triangles, and then the trusses of the rest parts are spliced to form the corridor 3.
In this embodiment, the remaining members include a lower chord 310, a first diagonal web member 311, a second diagonal web member 312, an upper chord 313, a second vertical rod 314, and a plurality of reinforcement rods 315, and the first truss 30 includes a first vertical rod 30a, and the remaining members are assembled at a specified height to form the second truss 31, which specifically includes:
121. One end of the lower chord 310 is fixedly attached to the steel stud 101 of the first building facade 10 at a given height.
122. One end of the first diagonal member 311 is connected to the lower chord member 310, and the other end of the first diagonal member 311 is connected to the steel stud 101 such that the first diagonal member 311, the lower chord member 310, and the steel stud 101 form a triangle.
123. One end of the second diagonal member 312 is connected to the connection between the first diagonal member 311 and the lower chord member 310, and the other end of the second diagonal member 312 is connected to the first vertical member 30a, so that the second diagonal member 312, the lower chord member 310 and the first vertical member 30a form a triangle.
124. Two ends of the upper chord member 313 are fixedly connected to the connection between the first diagonal member 311 and the steel rib post 101 and the connection between the second diagonal member 312 and the first vertical rod 30a, respectively.
125. The second vertical rod 314 is vertically arranged between the upper chord 313 and the lower chord 310, one end of the second vertical rod 314 is connected to the upper chord 313, and the other end of the second vertical rod 314 is connected to the connection part of the first diagonal web member 311 and the lower chord 310.
126. A plurality of reinforcing rods 315 are horizontally assembled between the first diagonal web member 311, the second diagonal web member 312 and the first vertical rod 30 a.
When assembling the second truss 31, the lower chord member 310 and the first diagonal web member 311 are assembled first, so that the graph formed by the first diagonal web member 311, the lower chord member 310 and the steel rib column 101 is a closed triangle, and then the members of the rest parts are spliced to form the second truss 31.
It can be known that most of the existing splicing modes of the conjoined structure of the high-rise building generally lift the spliced truss to a designated position for installation, but by adopting the installation mode, the length of the spliced truss is relatively long and thin, the truss is suspended in the high air, and the structure becomes unstable, so that the safety, quality, construction period and construction cost of the construction engineering of the conjoined structure are directly influenced. In this patent, the relatively slender truss forming one side of the corridor 3 is first divided into the second truss 31 and the third truss 32, and then the second truss 31 and the third truss 32 are assembled separately, so that accidents caused by unstable truss structures due to the fact that the relatively slender truss of the corridor 3 is suspended in the high air can be avoided.
In this patent, since the first truss 30 mainly supports the second truss 31, the first truss 30 is preferably fixed vertically to the first building facade 10, and in the triangle formed by the first truss 30, the second truss 31 and the first building facade 10, the first truss 30 and the first building facade 10 are respectively two right-angle sides of the triangle, and the second truss 31 is the hypotenuse of the triangle. By adopting the installation mode, the stability of the second truss 31 on the first building elevation 10 can be further improved by utilizing the first truss 30, so that the condition that the second truss 31 installed at a specified height is unstable in structure due to suspension in the high air can be avoided, the safety and the quality of the construction engineering of the second truss 31 can be improved, and accidents can be avoided.
103. The third truss 32 is installed from the other end of the second truss 31 such that the third truss 32 extends to the second turret 2 and is fixed to the second turret 2 such that the third truss 32 and the second truss 31 together form one side truss of the corridor 3.
In this embodiment, to further improve the stability of the third truss 32, the gallery 3 further includes a fixed truss 33, the fixed truss 33 is vertically connected to the first building facade 10, and the fixed truss 33 is fixedly connected to the third truss 32 to support the third truss 32.
Since the third truss 32 is disposed across the first tower 1 and the second tower 2, and the relative distance between the first tower and the second tower is generally relatively long, the length of the third truss 32 needs to be relatively long, but since the third truss 32 needs to be lifted to a designated height for installation, the structure of the third truss 32 suspended at high altitude becomes unstable, which may affect the construction safety of the vestibule 3, the fixed truss 33 is preferably vertically fixed to the first building facade 10 to improve the stability of the third truss 32 on the first building facade 10.
It should be noted that, since the third truss 32 is to be installed in the high air finally, if the third truss 32 is to be formed by assembling the bars at a designated position like the first truss 30 and the second truss 31, it is necessary to construct a high-height (height greater than or equal to 27 m) carrying rack, but it is difficult to construct such a high rack in real construction, so that the third truss 32 and the fixed truss 33 are installed in such a manner that they are lifted to a designated height after being assembled together on the ground.
The third truss 32 and the fixed truss 33 are assembled on the ground and then lifted, so that the third truss 32 and the fixed truss 33 are convenient to lift, and the lifting efficiency of the third truss 32 and the fixed truss 33 is improved.
Further, it can be known that the third truss 32 and the second truss 31 together form one side truss of the gallery 3, that is, the one side truss of the gallery is constructed by sectioning the one side truss at the time of construction, and the second truss 31 is formed by splicing at a specified height, and the third truss 32 is formed by splicing at the ground, and then the third truss 32 is lifted to the specified height for installation. By adopting the construction mode, the occurrence of accidents caused by the unstable truss structure of the truss suspended in the high air can be avoided, and the safety of truss construction is improved; and because the trusses are not assembled into a whole on the ground and then lifted to the designated height for installation, the trusses forming the corridor 3 can be lifted to the designated height for assembly without complex lifting equipment, so that the truss is convenient and the lifting cost is low.
104. The fourth truss 34 is lifted to a designated height and the fourth truss 34 is fixedly connected to the first tower 1 and the second tower 2 such that the fourth truss 34 forms the other side truss of the gallery 3.
In this embodiment, similarly, since the fourth truss 34 is finally installed in the high altitude as the third truss 32, the fourth truss 34 is lifted to a predetermined height for installation after the ground assembly is completed.
105. A plurality of main beams 35 are assembled between the third truss 32 and the fourth truss 34.
In the present embodiment, in order to improve structural stability of the gallery 3, a plurality of main beams 35 are connected between the third truss 32 and the fourth truss 34.
106. A plurality of secondary beams 36 are assembled between adjacent two main beams 35.
In this embodiment, in order to further improve the structural stability of the gallery 3, a plurality of secondary beams 36 are provided between two adjacent primary beams 35.
The first embodiment of the invention provides a sectional assembly method of a high-rise conjoined structure, which can ensure the construction safety of a corridor by firstly assembling a stable structural system on a truss of a part of the corridor at a designated height and then assembling the rest trusses of the corridor. Specifically, the first truss and the second truss are formed by firstly assembling part rod pieces of the first truss and the second truss at the designated height of the first tower, and the first truss and the second truss are connected with each other, so that the projection patterns of the first truss, the second truss and the first building elevation on the ground are closed triangles, and then the trusses of other parts are lifted to the designated height for bottling to form the vestibule.
In addition, according to the sectional assembly method of the high-rise conjoined structure provided by the embodiment of the invention, each rod piece forming the first truss and the second truss is lifted to the designated high-rise installation position and then assembled, instead of being assembled integrally on the ground and then lifted to the designated high-rise installation position to be installed, by adopting the lifting mode, not only can each rod piece forming the truss be lifted to the designated position without complex lifting equipment, but also the length of each rod piece forming the truss is relatively short because each rod piece is lifted instead of the assembled truss, so that each rod piece of the conjoined structure is convenient to lift, and the construction cost is low.
Example two
Referring to fig. 1 to 3 again, a second embodiment of the present invention provides a high-rise building structure, which includes a first tower 1, a second tower 2 and a corridor 3, wherein the first tower 1 includes a first building elevation 10, the second tower 2 is spaced from the first tower 1, the corridor 3 includes a first truss 30, a second truss 31, a third truss 32 and a fourth truss 34, the first truss 30 is vertically connected to the first building elevation 10, one end of the second truss 31 is fixedly connected to the first building elevation 10, the other end of the second truss 31 is fixedly connected to the first truss 30, so that the projected patterns of the second truss 31, the first truss 30 and the first building elevation 10 on the ground are triangle, the third truss 32 is connected to the other end of the second truss 31, extends from the connection point with the second truss 31 to the second tower 2 and is fixed to the second truss 2, so that the third truss 32 and the second truss 31 form one side of the corridor 3 together, and the other side of the fourth truss 34 is fixedly connected to the first truss 2 and the other side of the fourth truss 34, respectively.
Wherein, the definition appoints the height as: from the height of the 34 th floor and above high-rise region of the first tower 1, if the designated height is H, H is not less than 27m, for example: 30m, 35m, 38m, 43m, etc.
It can be known that the high-rise conjoined structure in the patent can be applied to high-rise buildings and super high-rise buildings. However, most of the existing splicing modes of the connected structures of the high-rise buildings generally lift the spliced trusses to the designated positions for installation, but by adopting the installation mode, the length of the spliced trusses is relatively long, the trusses are hung in the high air, the structures of the trusses become unstable, and the safety, the quality, the construction period and the construction cost of the construction engineering of the connected structures are directly influenced. The truss gauge forming the high-rise conjoined structure is firstly divided into a plurality of partial trusses and then the trusses are assembled in a segmented mode. The method comprises the following steps: firstly, assembling bars at a designated height of a first tower 1 to form a first truss 30 and a second truss 31, so that projection patterns of the first truss 30, the second truss 31 and the first building elevation 10 on the ground are closed triangles, and then splicing the trusses of the rest parts to finally form the corridor 3. The formed closed triangle structure has good structural stability, so that the stability of the conjoined structure can be improved, and the safety and quality of the construction of the high-rise conjoined structure can be ensured.
Further, since the installation positions of the first truss 30 and the second truss 31 are close to the first turret 1, the bars can be spliced at a specified height by means of the first turret 1 to form the first truss 30 and the second truss 31. The rod pieces forming the first truss 30 and the second truss 31 are lifted to the designated height and then assembled, and the length of the rod pieces is relatively short because of the first truss 30 and the second truss 31 which are assembled relatively, so that the lifting is convenient, that is, each rod piece forming the first truss 30 and the second truss 31 can be lifted to the designated height without complex lifting equipment, and the lifting cost of the trusses can be saved.
In this patent, since the first truss 30 mainly supports the second truss 31, the first truss 30 is preferably fixed vertically to the first building facade 10, and in the triangle formed by the first truss 30, the second truss 31 and the first building facade 10, the first truss 30 and the first building facade 10 are respectively two right-angle sides of the triangle, and the second truss 31 is the hypotenuse of the triangle. By adopting the installation mode, the stability of the second truss 31 on the first building elevation 10 can be further improved by utilizing the first truss 30, so that the condition that the second truss 31 installed at a specified height is unstable in structure due to suspension in the high air can be avoided, the safety and the quality of the construction engineering of the second truss 31 can be improved, and accidents can be avoided.
In this embodiment, as shown in fig. 3, the first truss 30 includes a first horizontal rod 301, a first vertical rod 302, an inclined rod 303, a second vertical rod 304, and a second horizontal rod 305, where the first horizontal rod 301 is fixedly connected to the first building facade 10, two ends of the first vertical rod 302 are respectively connected to two adjacent first horizontal rods 301, the first vertical rod 302 is perpendicular to the first horizontal rod 301, one end of the inclined rod 303 is fixed to the first building facade 10, the other end of the inclined rod 303 is connected to the connection position between the first horizontal rod 301 and the first vertical rod 302 at the uppermost part of the first truss 30, so that the graph formed by the inclined rod 303, the first horizontal rod 301, and the first vertical rod 302 is triangle, one end of the second vertical rod 304 is fixed to the connection position between the first horizontal rod 301 and the first vertical rod 302 at the uppermost part of the first truss 30, and one end of the second horizontal rod 305 is connected to the connection position between the inclined rod 303 and the first building facade 10, and the other end of the second horizontal rod 304 is fixedly connected to the second vertical rod 304.
In order to improve the stability of the first horizontal bars 301, a wire rope 300 is installed between two adjacent first horizontal bars 301.
The process of forming the first truss 30 by cantilever assembly is briefly described as follows:
the method comprises the steps of lifting rods assembled to form a first truss 30 to a designated height, horizontally assembling a plurality of first horizontal rods 301 from top to bottom in sequence, fixing the first truss 30 on a first building elevation 10, installing a steel wire rope 300 between two adjacent first horizontal rods 301, vertically assembling a plurality of first vertical rods 302 at one end of the first horizontal rods 301 far away from the first building elevation 10, fixing one end of an inclined rod 303 on the first building elevation 10, connecting the other end of the inclined rod 303 to the joint of the uppermost first horizontal rod 301 and the first vertical rod 302 of the first truss 30, enabling a graph formed by the inclined rod 303, the first horizontal rods 301 and the first vertical rods 302 to be triangular, fixing one end of a second vertical rod 304 at the joint of the uppermost first horizontal rod 301 and the first vertical rod 302 of the first truss 30, and finally connecting one end of the second horizontal rod 305 to the joint of the inclined rod 303 and the first building elevation 10, and fixedly connecting the other end of the second horizontal rod 304 to the second vertical rod 302, so as to form the first truss 30.
In this embodiment, as shown in fig. 5, the first building facade 10 includes a steel rib post 101, the second truss 31 includes a lower chord 310, a first diagonal member 311, a second diagonal member 312 and an upper chord 313, the first truss 30 includes a first vertical rod 30a, one end of the lower chord 310 is vertically connected to the steel rib post 101, the other end of the lower chord 310 is connected to the first vertical rod 30a, two ends of the first diagonal member 311 are respectively connected to the steel rib post 101 and the lower chord 310, so that a graph formed by the first diagonal member 311, the lower chord 310 and the steel rib post 101 is triangular, one end of the second diagonal member 312 is connected to a junction between the first diagonal member 311 and the lower chord 310, the other end of the second diagonal member 312 is connected to the first vertical rod 30a, so that a graph formed by the second diagonal member 312, the lower chord member 310 and the first vertical rod 30a is triangular, two ends of the upper chord member 313 are respectively fixedly connected to a junction between the first diagonal member 311 and the steel rib post 101, and a graph formed by the second diagonal member 312 and the first diagonal member 312.
The second truss 31 is assembled by firstly assembling the lower chord member 310 and the lower chord member 310 below the first diagonal web member 311 at a specified height, forming a closed triangle by the first diagonal web member 311 and the steel rib column 101, and then splicing the rods of the rest parts to form the second truss 31.
In order to further improve the stability of the second truss 31, the second diagonal web member 312, the lower chord 310, and the first vertical bar 30a are formed in a triangle shape, and the upper chord 313, the first diagonal web member 311, and the second diagonal web member 312 are formed in a triangle shape.
Further, in order to enhance the stability of the second truss 31, the second truss 31 further includes a second vertical rod 314 and a plurality of reinforcing rods 315, the second vertical rod 314 is vertically disposed between the upper chord 313 and the lower chord 310, one end of the second vertical rod 314 is connected to the upper chord 313, the other end of the vertical rod is connected to the connection between the first diagonal web member 311 and the lower chord 310, and the plurality of reinforcing rods 315 are horizontally disposed between the first diagonal web member 311, the second diagonal web member 312 and the first vertical rod 30 a.
The assembly process of the second truss 31 is briefly described as follows:
the method comprises the steps of lifting a member assembled to form the second truss 31 to a specified height, firstly fixedly connecting one end of a lower chord member 310 to a steel rib column 101 of a first building elevation 10, then connecting one end of a first diagonal web member 311 to the lower chord member 310, connecting the other end of the first diagonal web member 311 to the steel rib column 101, then connecting one end of a second diagonal web member 312 to the connection of the first diagonal web member 311 to the lower chord member 310, connecting the other end of the second diagonal web member 312 to a first vertical rod 30a, then fixedly connecting two ends of an upper chord member 313 to the connection of the first diagonal web member 311 to the steel rib column 101 and the connection of the second diagonal web member 312 to the first vertical rod 30a, finally vertically arranging a second vertical rod 314 between the upper chord member 313 and the lower chord member 310, connecting one end of the second vertical rod 314 to the upper chord member 313, connecting the other end of the second diagonal web member 314 to the connection of the first diagonal web member 311 to the lower chord member 310, and horizontally reinforcing the second vertical rod 31 between the first diagonal web member 311, the second diagonal web member 312 and the first vertical rod 30a, and the second truss 31.
In this embodiment, to further improve the stability of the third truss 32, the gallery 3 further includes a fixed truss 33 connected to the third truss 32, the fixed truss 33 is vertically connected to the first building facade 10, and the fixed truss 33 is fixedly connected to the third truss 32 to support the third truss 32.
Since the third truss 32 is disposed across the first tower 1 and the second tower 2, and the relative distance between the first tower and the second tower is generally relatively long, the length of the third truss 32 needs to be relatively long, but since the third truss 32 needs to be lifted to a designated height for installation, the structure of the third truss 32 suspended at high altitude becomes unstable, which may affect the construction safety of the vestibule 3, the fixed truss 33 is preferably vertically fixed to the first building facade 10 to improve the stability of the third truss 32 on the first building facade 10.
In this embodiment, in order to improve structural stability of the vestibule 3, the vestibule 3 further includes a plurality of main beams 35 and a plurality of secondary beams 36, the main beams 35 are disposed between the third truss 32 and the fourth truss 34, and the secondary beams 36 are disposed between adjacent two main beams 35.
The following will briefly describe the assembly process of the gallery 3:
First, the rods assembled to form the first truss 30 and the second truss 31 are provided, the rods are lifted to a designated height, and part of the rods are assembled to form the first truss 30, so that the first truss 30 is fixed on the first building elevation 10. Then, the remaining bars are assembled at a designated height to form a second truss 31, and one end of the second truss 31 is fixed to the first building elevation 10, and the other end of the second truss 31 is fixedly connected to the first truss 30, so that the projected patterns of the second truss 31, the first truss 30 and the first building elevation 10 on the ground are triangular. Next, the third truss 32 and the fixed truss 33 are lifted to a designated height, the third truss 32 is installed from the other end of the second truss 31, and the third truss 32 is extended to the second turret 2 and fixed to the second turret 2 so that the third truss 32 and the second truss 31 together form one side truss of the gallery 3. Then, the fourth truss 34 is lifted to a designated height, the fourth truss 34 is lifted to the designated height, and the fourth truss 34 is fixedly connected to the first tower 1 and the second tower 2, so that the fourth truss 34 forms the other side truss of the corridor 3. Finally, lifting the main beams 35 and the secondary beams 36 to a designated height, and assembling a plurality of main beams 35 between the third truss 32 and the fourth truss 34; and a plurality of secondary beams 36 are assembled between two adjacent main beams 35, so that the assembly of the corridor 3 can be completed.
It should be noted that, since the third truss 32 is to be installed in the high air finally, if the third truss 32 is to be formed by assembling the bars at a designated position like the first truss 30 and the second truss 31, it is necessary to construct a high-height (height greater than or equal to 27 m) carrying rack, but it is difficult to construct such a high rack in real construction, so that the third truss 32 and the fixed truss 33 are installed in such a manner that they are lifted to a designated height after being assembled as a whole on the ground.
The third truss 32 and the fixed truss 33 are assembled on the ground and then lifted, so that the third truss 32 and the fixed truss 33 are convenient to lift, and the lifting efficiency of the third truss 32 and the fixed truss 33 is improved.
Further, it can be known that the third truss 32 and the second truss 31 together form one side truss of the gallery 3, that is, the one side truss of the gallery is constructed by sectioning the one side truss at the time of construction, and the second truss 31 is formed by splicing at a specified height, and the third truss 32 is formed by splicing at the ground, and then the third truss 32 is lifted to the specified height for installation. By adopting the construction mode, the occurrence of accidents caused by the unstable truss structure of the truss suspended in the high air can be avoided, and the safety of truss construction is improved; and because the trusses are not assembled into a whole on the ground and then lifted to the designated height for installation, the trusses forming the corridor 3 can be lifted to the designated height for assembly without complex lifting equipment, so that the truss is convenient and the lifting cost is low.
Similarly, since the fourth truss 34 is finally installed in the high altitude as the third truss 32, the fourth truss 34 is lifted to a predetermined height for installation after the ground assembly is completed.
The second embodiment of the invention provides a high-rise conjoined structure, which is formed by dividing a truss gauge forming the high-rise conjoined structure into a plurality of trusses and then carrying out sectional assembly, and specifically comprises the following steps: firstly, part of rod pieces of the first truss and the second truss are assembled in the first tower, the first truss and the second truss which are fixedly connected to the first building elevation are formed, the first truss and the second truss are connected with each other, so that the projection patterns of the first truss, the second truss and the first building elevation on the ground are stable and closed triangles, and then the trusses of the other parts are spliced to form a corridor.
The above describes the sectional assembly method of the high-rise conjoined structure and the high-rise conjoined structure disclosed in the embodiment of the present invention in detail, and specific examples are applied to describe the principle and implementation of the present invention, and the description of the above embodiment is only used to help understand the sectional assembly method of the high-rise conjoined structure, the high-rise conjoined structure and the core idea thereof; meanwhile, as those skilled in the art will vary in the specific embodiments and application scope according to the idea of the present invention, the present disclosure should not be construed as limiting the present invention in summary.
Claims (12)
1. The utility model provides a method is assembled in segmentation of high-rise disjunctor structure, its characterized in that, high-rise disjunctor structure includes first tower, second tower and vestibule, first tower includes first building facade, first tower with second tower interval sets up, the vestibule includes first truss, second truss, third truss and fourth truss, the method of assembling includes:
providing a rod piece assembled to form the first truss and the second truss, lifting the rod piece to a specified height, assembling part of the rod piece to form the first truss, and fixing the first truss on the first building elevation;
assembling the rest bars at the designated height to form the second truss, and fixing one end of the second truss on the first building elevation, wherein the other end of the second truss is fixedly connected to the first truss, so that the projection patterns of the second truss, the first truss and the first building elevation on the ground are triangular;
installing the third truss from the other end of the second truss, and enabling the third truss to extend to the second turret and be fixed to the second turret so that the third truss and the second truss form a side truss of the corridor together;
And lifting the fourth truss to the designated height and fixedly connecting the fourth truss to the first tower and the second tower so that the fourth truss forms the truss on the other side of the corridor.
2. The method for sectional assembly of a high-rise building structure according to claim 1, wherein the remaining rods comprise a lower chord, a first diagonal web member, a second diagonal web member, and an upper chord, the first truss comprises a first vertical rod, and the assembling the remaining rods at the specified height to form the second truss specifically comprises:
fixedly connecting one end of the lower chord member to a steel rib column of the first building elevation at the designated height;
connecting one end of the first diagonal web member to the lower chord member, and connecting the other end of the first diagonal web member to the steel rib post so that a graph formed by the first diagonal web member, the lower chord member and the steel rib post is triangular;
connecting one end of the second diagonal web member to the connection part of the first diagonal web member and the lower chord member, and connecting the other end of the second diagonal web member to the first vertical rod, so that a graph formed by the second diagonal web member, the lower chord member and the first vertical rod is triangular;
And the two ends of the upper chord member are respectively and fixedly connected with the junction of the first diagonal web member and the steel rib column and the junction of the second diagonal web member and the first vertical member.
3. The method of sectional assembly of a high-rise building structure according to claim 2, wherein the remaining bars further comprise a second vertical bar and a plurality of reinforcing bars, and the assembling the remaining bars at the specified height to form the second truss, in particular further comprises:
the second vertical rod is vertically arranged between the upper chord member and the lower chord member, one end of the second vertical rod is connected with the upper chord member, and the other end of the second vertical rod is connected with the connecting part of the first diagonal web member and the lower chord member;
and the plurality of reinforcing rods are horizontally assembled between the first diagonal web member, the second diagonal web member and the first vertical rod.
4. The method of sectional assembly of a high-rise building structure of claim 1, wherein the gallery further comprises a fixed truss, the fixed truss being vertically connected to the first building facade and the fixed truss being fixedly connected to the third truss to support the third truss.
5. The sectional assembly method of the high-rise integrated structure according to claim 4, wherein the third truss and the fixed truss are installed by being assembled on the ground and then lifted to the designated height;
and the fourth truss is lifted to the designated height for installation after the ground assembly is completed.
6. The method of sectional assembly of a high-rise building according to any one of claims 1 to 5, wherein after the fourth truss is lifted to the specified height and fixedly connected to the first turret and the second turret, the method further comprises:
assembling a plurality of main beams between the third truss and the fourth truss;
and assembling a plurality of secondary beams between two adjacent main beams.
7. The method of sectional assembly of a high-rise building structure according to any one of claims 1 to 5, wherein the first truss is formed by cantilever assembly.
8. A high-rise integrated structure, characterized in that the high-rise integrated structure comprises:
a first tower comprising a first building facade;
the second tower is arranged at intervals with the first tower; and
The corridor comprises a first truss, a second truss, a third truss and a fourth truss, wherein the first truss is vertically connected with the first building elevation, one end of the second truss is fixedly connected with the first building elevation, and the other end of the second truss is fixedly connected with the first truss, so that the projection patterns of the second truss, the first truss and the first building elevation on the ground are triangular;
the third truss is connected to the other end of the second truss, extends from the joint of the third truss and the second truss to the second tower and is fixed to the second tower, so that the third truss and the second truss form a side truss of the corridor together;
two ends of the fourth truss are respectively and fixedly connected to the first tower and the second tower, so that the fourth truss forms a truss on the other side of the corridor;
the first truss comprises a first horizontal rod, a first vertical rod, an inclined rod, a second vertical rod and a second horizontal rod, wherein the first horizontal rod is fixedly connected to the first building elevation, two adjacent first horizontal rods are respectively connected to two ends of the first vertical rod, one end of the inclined rod is fixed to the first building elevation, the other end of the inclined rod is connected to the joint of the first horizontal rod and the first vertical rod at the uppermost part of the first truss, one end of the second vertical rod is fixed to the joint of the first horizontal rod and the first vertical rod at the uppermost part of the first truss, one end of the second horizontal rod is connected to the joint of the inclined rod and the first building elevation, and the other end of the second horizontal rod is fixedly connected to the second vertical rod.
9. The high-rise building complex of claim 8, wherein the first building facade comprises steel columns, the second truss comprises a lower chord, a first diagonal web member, a second diagonal web member, and an upper chord, and the first truss comprises a first vertical rod;
one end of the lower chord is vertically connected with the steel skeleton column, and the other end of the lower chord is connected with the first vertical rod;
the two ends of the first diagonal web member are respectively connected with the steel rib column and the lower chord member, so that the graph formed by the first diagonal web member, the lower chord member and the steel rib column is triangular;
one end of the second diagonal web member is connected to the joint of the first diagonal web member and the lower chord member, and the other end of the second diagonal web member is connected to the first vertical rod, so that a graph formed by the second diagonal web member, the lower chord member and the first vertical rod is triangular;
the two ends of the upper chord member are respectively and fixedly connected with the junction of the first diagonal web member and the steel rib column and the junction of the second diagonal web member and the first vertical member, so that the graph formed by the upper chord member, the first diagonal web member and the second diagonal web member is triangular.
10. The high-rise building structure according to claim 9, wherein the second truss further comprises a second vertical rod and a plurality of reinforcing rods, the second vertical rod is vertically arranged between the upper chord member and the lower chord member, one end of the second vertical rod is connected to the upper chord member, the other end of the vertical rod is connected to the connection part of the first diagonal web member and the lower chord member, and the plurality of reinforcing rods are horizontally arranged between the first diagonal web member, the second diagonal web member and the first vertical rod.
11. The high-rise building complex of any one of claims 8 to 10, wherein the gallery further comprises a fixed truss connected to the third truss, the fixed truss being connected vertically to the first building facade and the fixed truss being fixedly connected to the third truss to support the third truss.
12. The high-rise building structure of any one of claims 8 to 10, wherein the gallery further comprises a plurality of main beams and a plurality of secondary beams, the main beams being disposed between the third truss and the fourth truss, the secondary beams being disposed between adjacent two of the main beams.
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| CN110258774A (en) * | 2019-06-21 | 2019-09-20 | 中国五冶集团有限公司 | A kind of high idle loop corridor and its installation method |
| CN110552543A (en) * | 2019-09-27 | 2019-12-10 | 同济大学建筑设计研究院(集团)有限公司 | Tower body structure, installation method of tower body structure and signal tower |
| CN114233010A (en) * | 2021-12-31 | 2022-03-25 | 中铁五局集团有限公司 | Method for assembling inverted triangular truss on site of roof canopy of station at traffic hub |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202202407U (en) * | 2011-07-21 | 2012-04-25 | 北京维拓时代建筑设计有限公司 | High-rise connected structure with buckling and restraining support |
| CN106013419A (en) * | 2016-06-13 | 2016-10-12 | 中建六局第三建筑工程有限公司 | Construction method for long-span overhung specially-shaped limit exceeding structure steel corridor |
| CN106065661A (en) * | 2016-06-13 | 2016-11-02 | 中建六局第三建筑工程有限公司 | Large span unsettled steel corridor construction engineering method |
| CN106759845A (en) * | 2016-12-29 | 2017-05-31 | 上海市机械施工集团有限公司 | A kind of construction method of Steel corridor |
| WO2017121315A1 (en) * | 2016-01-12 | 2017-07-20 | 广州机施建设集团有限公司 | Construction method for building truss and floor slab |
| CN210086466U (en) * | 2019-02-21 | 2020-02-18 | 深圳市建筑设计研究总院有限公司 | High-rise conjoined structure |
-
2019
- 2019-02-21 CN CN201910129154.3A patent/CN109826312B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202202407U (en) * | 2011-07-21 | 2012-04-25 | 北京维拓时代建筑设计有限公司 | High-rise connected structure with buckling and restraining support |
| WO2017121315A1 (en) * | 2016-01-12 | 2017-07-20 | 广州机施建设集团有限公司 | Construction method for building truss and floor slab |
| CN106013419A (en) * | 2016-06-13 | 2016-10-12 | 中建六局第三建筑工程有限公司 | Construction method for long-span overhung specially-shaped limit exceeding structure steel corridor |
| CN106065661A (en) * | 2016-06-13 | 2016-11-02 | 中建六局第三建筑工程有限公司 | Large span unsettled steel corridor construction engineering method |
| CN106759845A (en) * | 2016-12-29 | 2017-05-31 | 上海市机械施工集团有限公司 | A kind of construction method of Steel corridor |
| CN210086466U (en) * | 2019-02-21 | 2020-02-18 | 深圳市建筑设计研究总院有限公司 | High-rise conjoined structure |
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