CN214784662U - Steel construction is encorbelmented archaize corridor arrangement structure outward - Google Patents
Steel construction is encorbelmented archaize corridor arrangement structure outward Download PDFInfo
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- CN214784662U CN214784662U CN202120349862.0U CN202120349862U CN214784662U CN 214784662 U CN214784662 U CN 214784662U CN 202120349862 U CN202120349862 U CN 202120349862U CN 214784662 U CN214784662 U CN 214784662U
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- steel
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- overhanging
- archaizing
- composite floor
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 77
- 239000010959 steel Substances 0.000 title claims abstract description 77
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 239000002131 composite material Substances 0.000 claims abstract description 16
- 238000003466 welding Methods 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 4
- 238000009417 prefabrication Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a steel structure outer overhanging archaizing gallery arrangement structure, which comprises a concrete main body structure, a steel structure frame column, an outer overhanging structure foundation, a composite floor slab and an archaizing gallery, wherein the steel structure frame column is vertically arranged above the concrete main body structure, the outer overhanging structure foundation is horizontally welded on the steel structure frame column and extends outwards relative to the concrete main body structure, the composite floor slab is horizontally arranged on the outer overhanging structure foundation, and the archaizing gallery is fixed on the composite floor slab through bolts; the foundation structure of the overhanging archaized gallery is of a steel structure, so that the construction is convenient, safe and reliable; the main structure of the antique gallery adopts the form of prefabrication, assembly and integral hoisting, has good integrity and high reliability, not only has short construction period and high quality, but also improves the construction safety.
Description
Technical Field
The utility model belongs to the technical field of building structure, especially, relate to a steel construction encorbelments archaize corridor arrangement structure outward.
Background
In order to meet the building requirements of large public buildings, particularly in the project of scene garden antique galleries, a concrete large cantilever concrete structure protruding out of an outer wall needs to be arranged, and due to the fact that the cantilever concrete structure is high in ground distance, a floor type support system cannot be economically and technically adopted; the traditional method is generally a method of using section steel to add support or steel wire rope to pull obliquely at one time, but the traditional construction method has the following defects: the full scaffold is large in size, long in construction period, uneconomical, incapable of being constructed below at the same time and too large in height to realize; the method adopts a form of multiple inclined supporting and section steel beams, the scheme has large steel consumption, more embedded parts and difficult supporting and welding at the lower part of a high altitude, and a processing operation frame needs to be erected; the multi-channel inhaul cable is adopted, the tensile force of the upper node is large, the upper node is often divided into a plurality of pulling nodes, the number of embedded anchor bars is large, the inhaul cable is additionally provided with a plurality of connecting beams, the engineering quantity is large, and the construction period is long.
Disclosure of Invention
The utility model aims at providing a steel structure externally-overhanging archaized gallery arrangement structure, which aims at solving the technical problems of long construction period and poor integrity when externally-overhanging archaized gallery construction is carried out by the prior art; the utility model provides a plurality of technical effects that preferred technical scheme among a great deal of technical scheme can produce see the explanation below in detail.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a pair of steel construction archaize corridor arrangement structure of encorbelmenting outward, it includes concrete major structure, steel structure frame post, encorbelments structure basis, composite floor and archaize corridor outward, the vertical setting of steel structure frame post is in concrete major structure top, the basic level of structure welding of encorbelmenting outward is on steel structure frame post and relative concrete major structure outwards extends, the composite floor level sets up on the structure basis of encorbelmenting outward, archaize corridor passes through the bolt fastening on composite floor.
Further, the bottom of steel structural frame post and concrete major structure's top fixed connection, the structure basis of encorbelmenting includes that mutual welding is latticed extension girder steel and the parallel girder steel of encorbelmenting, the wall direction of the relative concrete major structure of length direction of the extension girder steel of encorbelmenting sets up perpendicularly, the wall direction parallel arrangement of the relative concrete major structure of length direction of parallel girder steel.
Furthermore, the composite floor slab adopts a thick-profiled steel plate concrete floor slab poured like a pump.
Furthermore, the supporting member of the archaizing gallery comprises a wood member of a column, a beam, a purlin and a purlin, and is prefabricated and assembled on the ground, and the column of the archaizing gallery is fixedly connected with the composite floor slab through bolts.
Further, the steel structure frame column adopts a welded box type column with the specification of 500 × 12 cm.
Furthermore, the external cantilever structure foundation adopts a steel beam with the specification of HW300 x 300 mm.
Furthermore, the archaizing gallery is 2-3m away from the steel structure frame column, the steel structure frame column roots at the height of 5m of the concrete main structure, and the distance between the foundation of the outer cantilever structure and the outdoor ground is 8-9 m.
Further, the thickness of the combined floor slab is 100 mm.
The utility model provides a pair of steel construction is encorbelmented archaize corridor arrangement structure outward, its beneficial effect is:
1. the archaizing gallery is cantilevered out of the high altitude, and has attractive appearance, beautiful artistic conception and unique cultural characteristics;
2. the foundation structure of the overhanging archaized gallery is of a steel structure, so that the construction is convenient, safe and reliable;
3. the main structure of the antique gallery adopts the form of prefabrication, assembly and integral hoisting, has good integrity and high reliability, not only has short construction period and high quality, but also improves the construction safety.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Wherein:
fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is the utility model discloses overlook the structure sketch map of structure basis and steel frame column connection of encorbelmenting outward.
In the figure: 1-concrete main body structure, 2-steel structure frame column, 3-external cantilever structure foundation, 4-composite floor slab, 5-archaizing gallery, 301-cantilever extending steel beam and 302-parallel steel beam.
Detailed Description
Hereinafter, embodiments of the steel structure outer overhanging archaizing gallery arrangement structure of the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Example 1:
fig. 1 and fig. 2 show the utility model relates to a steel construction archaize corridor arrangement structure of encorbelmenting outward of embodiment, it includes concrete major structure 1, steel structure frame post 2, the basic 3 of structure of encorbelmenting outward, built-up floor 4 and archaize corridor 5, the vertical setting of steel structure frame post 2 is in concrete major structure 1 top, the basic 3 horizontal welding of structure of encorbelmenting outward is on steel structure frame post 2 and relative concrete major structure 1 outwards extends, built-up floor 4 level sets up on the basic 3 of structure of encorbelmenting outward, archaize corridor 5 passes through the bolt fastening on built-up floor 4. Wherein, the bottom of steel structural frame post 2 and concrete major structure 1's top fixed connection, the structure basis 3 of encorbelmenting is latticed overhanging extension girder steel 301 and parallel girder steel 302 including mutual welding, the length direction of encorbelmenting extension girder steel 301 sets up perpendicularly to concrete major structure 1's wall direction relatively, the length direction of parallel girder steel 302 sets up parallel to concrete major structure 1's wall direction relatively, composite floor 4 adopts the thick profiled steel sheet concrete floor of pouring like the pump. It is worth explaining that the foundation 3 of the outer cantilever structure is welded with the frame columns, and the steel beams are also welded, so that the construction is convenient, safe and reliable. The main supporting structures of the antique gallery 5, such as columns, beams, purlins and other members, are all wood members, the members are connected by adopting a wood building process, and are prefabricated and assembled in factories, assembled on the ground, and integrally hoisted and installed on the cantilever structure by using a truck crane. The archaizing gallery 5 with the overhanging outer vertical surface of the structure is like an overhead gallery, and has attractive appearance and unique cultural characteristics. The main structure of the archaizing gallery 5 adopts the form of prefabrication assembly and integral hoisting, has good integrity and high reliability, not only has short construction period and high quality, but also improves the construction safety.
Example 2:
the utility model discloses above-mentioned embodiment's steel construction archaize corridor arrangement structure of encorbelmenting outward, its main construction flow when the construction operation is do: measuring and paying off → installing a steel structure frame column 2 → installing an overhanging steel beam → constructing a profiled steel sheet ground → assembling the ground of the archaizing gallery 5, integrally hoisting → installing other components of the archaizing gallery 5; the method specifically comprises the following steps:
(1) according to an exterior cantilever archaizing gallery design drawing, carrying out measurement and paying-off on site;
(2) 500 × 12 welded box type steel column is installed on a concrete foundation, and a steel column base is firmly fixed;
(3) the installation of HW 300-300 cantilever steel beams and the welding connection are carried out, firstly, the steel beams in the cantilever direction are installed, and then, the steel beams in the direction parallel to the outer wall are installed
(4) On the basis of the steel beam, construction of a profiled steel plate concrete floor slab with the thickness of 100mm is carried out, and concrete is poured by adopting a pump;
(5) prefabricating and assembling main supporting members such as columns, beams, purlins and the like of the antique gallery 5 on the ground, wherein one section is about 2m, the main supporting members are integrally hoisted by adopting a truck crane, and the columns of the antique gallery 5 are connected with the ground by adopting bolts;
(6) the archaizing gallery 5 is provided with other components such as a stool, a railing, a decoration and the like.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a steel construction archaize corridor arrangement structure of encorbelmenting outward, a serial communication port, including concrete major structure (1), steel structural framework post (2), encorbelment structure basis (3), composite floor (4) and archaize corridor (5) outward, the vertical setting of steel structural framework post (2) is in concrete major structure (1) top, encorbelment structure basis (3) horizontal welding outward on steel structural framework post (2) and relative concrete major structure (1) outwards extend, composite floor (4) horizontal setting is encorbelmenting on structure basis (3) outward, archaize corridor (5) pass through the bolt fastening on composite floor (4).
2. The steel structure outer overhanging archaized gallery arrangement structure of claim 1, wherein the bottom of the steel structure frame column (2) is fixedly connected with the top of the concrete main body structure (1), the outer overhanging structure foundation (3) comprises overhanging extending steel beams (301) and parallel steel beams (302) which are mutually welded to form a grid, the length direction of the overhanging extending steel beams (301) is vertically arranged relative to the wall surface direction of the concrete main body structure (1), and the length direction of the parallel steel beams (302) is parallel arranged relative to the wall surface direction of the concrete main body structure (1).
3. The steel structure externally overhanging archaized gallery arrangement of claim 1, wherein the composite floor slab (4) is a thick profiled steel slab concrete floor slab poured like a pump.
4. The steel structure outward-overhanging archaizing gallery arrangement structure as claimed in claim 1, wherein the supporting members of the archaizing gallery (5) comprise wood members of columns, beams, purlins and purlins, and are prefabricated and assembled on the ground, and the columns of the archaizing gallery (5) are fixedly connected with the composite floor slab (4) through bolts.
5. The steel structural outer overhanging archaized gallery arrangement of claim 1 wherein said steel structural frame posts (2) are welded box posts of 500 x 12cm gauge.
6. The steel structural outer overhanging archaized gallery arrangement of claim 1, wherein the outer overhanging structural foundation (3) is a steel beam of HW300 x 300mm gauge.
7. The steel structure external overhanging archaizing gallery arrangement structure of claim 2, wherein the archaizing gallery (5) is 2-3m away from the steel structure frame column (2), the steel structure frame column (2) takes root at 5m high of the concrete main structure (1), and the external overhanging structure foundation (3) is 8-9m away from the outdoor ground.
8. The steel structure overhanging archaized gallery arrangement of claim 1 wherein the composite floor slab (4) is 100mm thick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120349862.0U CN214784662U (en) | 2021-02-08 | 2021-02-08 | Steel construction is encorbelmented archaize corridor arrangement structure outward |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120349862.0U CN214784662U (en) | 2021-02-08 | 2021-02-08 | Steel construction is encorbelmented archaize corridor arrangement structure outward |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214784662U true CN214784662U (en) | 2021-11-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120349862.0U Expired - Fee Related CN214784662U (en) | 2021-02-08 | 2021-02-08 | Steel construction is encorbelmented archaize corridor arrangement structure outward |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214784662U (en) |
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2021
- 2021-02-08 CN CN202120349862.0U patent/CN214784662U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211119 |