CN113216415B - Conveniently-built lifting plate rise assembly building and building method thereof - Google Patents
Conveniently-built lifting plate rise assembly building and building method thereof Download PDFInfo
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- CN113216415B CN113216415B CN202110544968.0A CN202110544968A CN113216415B CN 113216415 B CN113216415 B CN 113216415B CN 202110544968 A CN202110544968 A CN 202110544968A CN 113216415 B CN113216415 B CN 113216415B
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- vertical
- supporting rod
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- rod
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3522—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by raising a structure and then adding structural elements under it
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
Abstract
The invention relates to the technical field of assembly buildings, in particular to a conveniently-built lifting plate rise assembly building and a building method thereof. Rise board rise assembly building convenient to build includes: the vertical column is provided with a plurality of spliced vertical column sections in the length direction, each vertical column section comprises a vertical main rod, and the vertical main rod is provided with a transverse strut which is vertical to the length direction of the vertical main rod and is fixed with the vertical main rod; each transverse strut is provided with a vertical strut, and the vertical strut is hinged with the transverse strut. According to the invention, the transverse supporting rod is detachably fixed with the vertical main rod through the lantern ring, the vertical supporting rod can be accommodated together with the transverse supporting rod and is parallel to the transverse supporting rod during transportation, and the length of the vertical supporting rod is adjustable, so that the transportation convenience is improved. The conveniently-built lifting plate rising layer assembly building provided by the invention does not need cast-in-place in the building process, and does not need a large crane or a building tower crane, so that the convenience of building the lifting plate rising layer assembly building is greatly improved.
Description
Technical Field
The invention relates to the technical field of assembly buildings, in particular to a conveniently-built lifting plate rise assembly building and a building method thereof.
Background
The prefabricated building can be prefabricated in a factory at present due to the fact that the prefabricated building adopts a building structure which needs to be cast or manufactured in situ before a wall body, a floor slab and the like, construction period is saved, and environmental pollution of a construction site is little. In which a riser story-building requires a post to be cast in advance in situ and a floor to be cast on a terrace, and the floor is jacked up to a predetermined height, and in practice, the main construction work of the structure is still performed in situ. Although the construction period is shortened compared with the traditional construction operation, the improvement degree is not great.
The main reason lies in, pillar, wall body, floor etc. are all heavier, and is bulky, if accomplish at the mill and arrive on-the-spot assembly again, on the one hand be not convenient for build on the scene, for example, stand the pillar and need super large-scale crane or extra tower crane of setting up to hoist. In addition, transportation from the factory to the site of the worksite is difficult and consumes a lot of expenses.
Disclosure of Invention
In order to solve the problems, the invention provides a conveniently-built lifting plate rise assembly building, the transverse supporting rod and the vertical main rod are detachably fixed through the lantern ring, the vertical supporting rod can be accommodated together with the transverse supporting rod and is parallel to the transverse supporting rod during transportation, and the length of the vertical supporting rod is adjustable, so that the transportation convenience is improved. The conveniently-built lifting plate rising layer assembly building provided by the invention does not need cast-in-place in the building process, and does not need a large crane or a building tower crane, so that the convenience of building the lifting plate rising layer assembly building is greatly improved.
The technical scheme adopted by the invention is as follows:
a conveniently built lifting plate rise assembly building comprises a stand column, wherein the stand column is provided with a plurality of stand column sections which can be spliced in the length direction, and the joint parts of the stand column sections are connected in an embedded manner;
each upright post joint comprises a vertical main rod, and the vertical main rod is provided with a transverse strut which is vertical to the length direction of the vertical main rod and is fixed with the vertical main rod;
each transverse strut is provided with a vertical strut, and the vertical strut is hinged with the transverse strut;
when the vertical supporting rod is parallel to the length direction of the upright post, the vertical supporting rod and the adjacent vertical supporting rod form a bracket.
In a further improvement, the section of the vertical main rod is circular or polygonal.
In a further improvement, the vertical main rod is of a tubular structure;
one end of the tubular structure is provided with an inner flange, the other end of the tubular structure is provided with an outer flange, and the inner flange is matched with the outer flange.
Further improvement, the number of the transverse supporting rods is two, and the transverse supporting rods are detachably fixed with the vertical main rod through the lantern rings.
In a further improvement, the length of the cross strut is adjustable.
In a further improvement, the cross support rod adopts a sleeve mode to realize adjustable length.
The improved structure is characterized in that the upper part of the transverse strut is provided with a slide rail, and the lower part of the transverse strut is provided with a groove;
the groove is used for accommodating the vertical supporting rod when the vertical supporting rod is parallel to the transverse supporting rod;
the slide rail is used for accommodating the rod head of the vertical support rod to slide in the slide rail when the vertical support rod is changed from the horizontal state to the vertical state.
In a further improvement, the horizontal support rod is provided with a holding groove, and the holding groove is matched with the tail end of the vertical support rod and used for holding and fixing the tail end of the vertical support rod.
The further improvement is that the vertical main rod, the horizontal strut and the vertical strut adopt steel structures.
The invention also provides a method for constructing the conveniently-constructed riser rise assembly building, which comprises the steps of foundation construction, ceiling and laminate assembly, and is characterized in that the method comprises the following steps of:
step one, planning the position of each upright post.
Step two, mounting the upright post sections on each layer;
step three, jacking the column sections, and splicing the next column section from the lower part;
and step four, repeating the step two and the step three until the assembly of the upright post is completed.
In the second step, each upright post section is installed by clamping the upright post section vertical main rod by a clamping frame, installing an upper pin shaft 14, a lantern ring 11, a lower pin shaft 15 and unfolding the vertical support rod 3.
In step three, with climbing mechanism like pneumatic cylinder jacking stand section, concrete jacking position can withstand lantern ring 11 or cross-member pole 12, the centre gripping need be released to the in-process of jacking, and the centre gripping is held again after the jacking is accomplished, and climbing mechanism withdraws to make vertical support pole 3 insert the holding tank of next stand section cross-member pole, with fixed vertical support pole of support. And then installing and jacking the next upright post section.
When the third column section is jacked, the first column section above does not need to be clamped.
The invention has the following beneficial effects:
(1) according to the invention, the transverse supporting rod and the vertical main rod can be respectively transported in a mode that the lantern ring is arranged on the transverse supporting rod and the vertical main rod is detachably fixed, so that the transportation space of the vertical column section in the transportation process is reduced.
(2) The vertical supporting rod can be stored together with the transverse supporting rod in a parallel mode during transportation, the length of the vertical supporting rod is adjustable, and the transportation convenience is further improved.
(3) The conveniently-built lifting plate rising layer assembly building provided by the invention does not need cast-in-place in the building process, and does not need a large crane or a building tower crane, so that the convenience of building the lifting plate rising layer assembly building is greatly improved.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application.
Fig. 1 is a schematic structural diagram of a conveniently-built riser lift-up assembly building in embodiment 1 of the invention;
FIG. 2 is a partial view taken at A of FIG. 1 in accordance with the present invention; (ii) a
3-6 are top views of columns of different gauges of the present invention;
FIG. 7 is a schematic view of the assembled structure of the column in the embodiment of the present invention;
in the figure: 1. the vertical main rod, 11, a lantern ring, 12, an accommodating groove, 13 outer flange inner flange structures, 14, an upper pin shaft, 15, a lower pin shaft, 2, a transverse supporting rod, 21, a sliding rail, 22 ao grooves and 3, a vertical supporting rod.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
Like background art, current pillar, wall body, floor etc. are all heavier, and are bulky, if accomplish in the mill and arrive on-the-spot assembly again, on the one hand be not convenient for build on the scene, for example, stand the pillar and need super large-scale crane or extra tower crane of setting up to hoist. In addition, transportation from the factory to the site of the worksite is difficult and consumes a lot of expenses. In order to solve the above problems, the present invention provides a riser slab elevated assembly building which is convenient to build, and the following describes a specific embodiment of the present invention with reference to the accompanying drawings.
Example 1
The first embodiment of the invention provides a conveniently-built riser slab rise assembly building which comprises upright columns, as shown in figures 1-2, the structural schematic diagram of the upright columns is shown, the upright columns are provided with a plurality of spliced upright column sections in the length direction, and the upright column sections are connected at the joints in an embedded manner.
Each upright post section comprises a vertical main rod 1, and the vertical main rod is provided with a transverse strut 2 which is vertical to the length direction of the vertical main rod and is fixed with the vertical main rod;
each transverse and transverse strut is provided with a vertical strut 3 which is hinged with the transverse strut;
when the vertical supporting rod is parallel to the length direction of the upright post, the vertical supporting rod and the adjacent vertical rod form a bracket.
Optionally, the cross section of the vertical main rod 1 is circular or polygonal.
Optionally, the vertical main rod 1 is a tubular structure.
One end of the tubular structure is provided with an inner flange, the other end of the tubular structure is provided with an outer flange, and the inner flange is matched with the outer flange, so that the adjacent vertical main rods can be embedded and connected.
The number of the transverse supporting rods 2 is two, and the transverse supporting rods can be selected according to the positions of the upright posts. The transverse strut is detachably fixed with the vertical main rod 1 through the lantern ring 11. Particularly, pin and hole structures are arranged on the vertical main rod above and below the lantern ring 11 respectively to limit the lantern ring 11. The pin is shown at 12 in fig. 2.
Wherein the distance between the upper pin shaft 14 and the lower pin shaft 15 is greater than the height of the collar 11.
The length of the cross strut 2 is adjustable by adopting a sleeve mode.
The upper part of the transverse strut is provided with a slide rail 21, and the lower part is provided with a groove 22; the groove 22 is used for accommodating the vertical support rod when the vertical support rod is parallel to the transverse support rod; the slide rails 21 are used to accommodate the vertical pole rod head sliding in the slide rails when the vertical pole rod changes from horizontal to vertical.
Preferably, the vertical main rod, the horizontal supporting rod and the vertical supporting rod adopt steel structures.
As shown in fig. 3-6, the number of the cross struts 2 may be two, three or four, and may be selected according to the position of the upright.
The mode that the transverse strut is detachably fixed with the vertical main rod 1 through the lantern ring 11 can enable the transverse strut and the vertical main rod to be respectively transported, and the transportation space of the vertical column section in the transportation process is reduced.
The vertical supporting rod can be stored together with the transverse supporting rod in a parallel mode during transportation, the length of the vertical supporting rod is adjustable, and the transportation convenience is further improved.
Example 2
A second embodiment of the present invention provides a method of constructing a raised-deck assembly building of the type described in embodiment 1. The existing method is adopted for foundation construction and assembly of a ceiling and a laminate, and the method for assembling the upright post in the construction process is mainly introduced, and the concrete steps are as follows:
step one, planning the position of each upright post.
Step two, mounting the upright post sections on each layer;
step three, jacking the column sections, and splicing the next column section from the lower part;
and step four, repeating the step two and the step three until the assembly of the upright post is completed.
In the second step, each upright post section is installed by clamping the upright post section vertical main rod by a clamping frame, installing an upper pin shaft 14, a lantern ring 11, a lower pin shaft 15 and unfolding the vertical support rod 3.
In step three, with climbing mechanism like pneumatic cylinder jacking stand section, concrete jacking position can withstand lantern ring 11 or cross-member pole 12, the centre gripping need be released to the in-process of jacking, and the centre gripping is held again after the jacking is accomplished, and climbing mechanism withdraws to make vertical support pole 3 insert the holding tank of next stand section cross-member pole, with fixed vertical support pole of support. And then installing and jacking the next upright post section.
When the third column section is jacked, the first column section above does not need to be clamped.
The structure after the post installation is as shown in fig. 7. The jacking mechanism and the clamping mechanism adopt the existing means.
Therefore, the conveniently-built lifting plate rising layer assembly building does not need cast-in-place in the building process, and a large crane or a building tower crane is not needed, so that the convenience of building the lifting plate rising layer assembly building is greatly improved.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (3)
1. A method for building a riser rise assembly building convenient to build comprises the assembly of foundation building, ceiling and laminate, wherein the riser rise assembly building convenient to build comprises upright posts, and is characterized in that the upright posts are assembled in the following steps:
step one, planning the position of each upright post;
step two, mounting the upright post sections on each layer;
step three, jacking the column sections, and splicing the next column section from the lower part;
step four, repeating the step two and the step three until the assembly of the upright post is completed;
in the second step, each upright post section is installed by clamping a vertical main rod of the upright post section by a clamping frame, installing an upper pin shaft (14), a lantern ring (11), a lower pin shaft (15) and unfolding a vertical support rod (3);
in the third step, a jacking mechanism such as a hydraulic cylinder is used for jacking the upright post sections, the concrete jacking position can be used for jacking the lantern ring (11) or the transverse supporting rod (12), the clamping is released in the jacking process, the upright post sections are clamped after jacking is completed, the jacking mechanism is retracted, the vertical supporting rod (3) is inserted into the accommodating groove of the transverse supporting rod of the next upright post section so as to fixedly support the vertical supporting rod, and then the next upright post section is installed and jacked;
when the third upright post section is jacked, the first upright post section positioned above does not need to be clamped any more;
the upright column is provided with a plurality of upright column sections which can be spliced in the length direction, and the connecting parts of the upright column sections are connected in an embedded manner;
each upright post joint comprises a vertical main rod, and the vertical main rod is provided with a transverse strut which is vertical to the length direction of the vertical main rod and is fixed with the vertical main rod;
each transverse strut is provided with a vertical strut, and the vertical strut is hinged with the transverse strut; the number of the transverse struts is at least two, and the transverse struts are detachably fixed with the vertical main rod through a lantern ring;
when the vertical supporting rod is parallel to the length direction of the upright post, the vertical supporting rod and the adjacent vertical supporting rod form a bracket;
the vertical main rod is of a tubular structure, one end of the tubular structure is provided with an inner flange, the other end of the tubular structure is provided with an outer flange, and the inner flange is matched with the outer flange;
the length of the transverse strut is adjustable in a sleeve mode;
the upper part of the transverse strut is provided with a slide rail, and the lower part of the transverse strut is provided with a groove; the groove is used for accommodating the vertical supporting rod when the vertical supporting rod is parallel to the transverse supporting rod; the slide rail is used for accommodating the vertical support rod head to slide in the slide rail when the vertical support rod is changed from horizontal to vertical;
the horizontal supporting rod is provided with a containing groove, and the containing groove is matched with the tail end of the vertical supporting rod and is used for containing and fixing the tail end of the vertical supporting rod.
2. A method of constructing a raised-deck assembly building of a type which is easy to erect, as claimed in claim 1, wherein the section of said vertical main rods is circular or polygonal.
3. A method for constructing a conveniently-constructed raised slab and story building as claimed in claim 1 or 2, wherein the vertical main poles, the transverse poles and the vertical poles are of steel construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110544968.0A CN113216415B (en) | 2021-05-19 | 2021-05-19 | Conveniently-built lifting plate rise assembly building and building method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110544968.0A CN113216415B (en) | 2021-05-19 | 2021-05-19 | Conveniently-built lifting plate rise assembly building and building method thereof |
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| Publication Number | Publication Date |
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| CN113216415A CN113216415A (en) | 2021-08-06 |
| CN113216415B true CN113216415B (en) | 2022-06-07 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN108532769A (en) * | 2018-06-29 | 2018-09-14 | 华城(天津)建筑科技有限公司 | A kind of jack-up construction method of the additional elevator shaft structure of assembled |
| CN209001883U (en) * | 2018-11-27 | 2019-06-18 | 厦门冠宇科技股份有限公司 | Portable type solar energy board mount |
| CN112360009A (en) * | 2020-11-04 | 2021-02-12 | 南昌航空大学 | Wall and floor connecting node and method for prefabricated building |
| CN212984176U (en) * | 2020-08-08 | 2021-04-16 | 广东中博建设工程有限公司 | Cage structural unit of fabricated building and fabricated cage structural building |
-
2021
- 2021-05-19 CN CN202110544968.0A patent/CN113216415B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN108532769A (en) * | 2018-06-29 | 2018-09-14 | 华城(天津)建筑科技有限公司 | A kind of jack-up construction method of the additional elevator shaft structure of assembled |
| CN209001883U (en) * | 2018-11-27 | 2019-06-18 | 厦门冠宇科技股份有限公司 | Portable type solar energy board mount |
| CN212984176U (en) * | 2020-08-08 | 2021-04-16 | 广东中博建设工程有限公司 | Cage structural unit of fabricated building and fabricated cage structural building |
| CN112360009A (en) * | 2020-11-04 | 2021-02-12 | 南昌航空大学 | Wall and floor connecting node and method for prefabricated building |
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| CN113216415A (en) | 2021-08-06 |
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