CN109914774A - A kind of building bearing device - Google Patents
A kind of building bearing device Download PDFInfo
- Publication number
- CN109914774A CN109914774A CN201711331189.2A CN201711331189A CN109914774A CN 109914774 A CN109914774 A CN 109914774A CN 201711331189 A CN201711331189 A CN 201711331189A CN 109914774 A CN109914774 A CN 109914774A
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- China
- Prior art keywords
- english truss
- fashioned iron
- supporting part
- component
- connection supporting
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to construction equipment technical fields, specifically disclose a kind of building bearing device, it is characterized in that, the bearing structure is made of fashioned iron English truss component and connection supporting part, the English truss component is vertically fixed on construction wall and is longitudinally set side by side along wall, and the connection supporting part is located above the English truss component and perpendicular is fixedly connected.The invention has the advantages that simple installation, is not limited by vestibule span, can flexibly it use, and it is convenient to draw materials, manufacturing cost is low.
Description
Technical field
The present invention relates to a kind of building bearing devices.
Background technique
For the high-altitude construction that height is high, span is big, moulding is complicated, load is big, currently, national similar engineering is few, it can
The technology measure and data of reference are seldom, and the slightly fault serious accident and again that is easy to appear bearing system collapsing
Big quality accident, difficulty of construction as one can imagine.
Summary of the invention
The object of the present invention is to provide a kind of building bearing device, simple installation is not limited by vestibule span, can be flexible
It uses, and it is convenient to draw materials, manufacturing cost is low.
To achieve the goals above, present invention employs technical solutions below: a kind of building bearing device, the carrying
Structure is made of fashioned iron English truss component and connection supporting part, and the English truss component is vertically fixed on construction wall simultaneously
It is longitudinally set side by side along wall, the connection supporting part is located above the English truss component and perpendicular is fixedly connected.
Wherein, the fashioned iron English truss component is at least made of two English trusses.
Wherein, the fashioned iron English truss component winds up surface in the same plane.
Wherein, the fixed position of connection supporting part and the fashioned iron English truss and the English truss wind up
Node is corresponding, and all components of English truss are two power bars.
Wherein, the loading characteristic that the tie point of the fashioned iron English truss component and wall is pushed according to structure pull-up of recruiting
It determines.
Wherein, the component to raise upward can be fixedly installed in the top of the connection supporting part.
The beneficial effects of the present invention are: after adopting the above structure, the present invention is mainly set according to the stress form of Cantilever Beams
It counts to the critical issue for undertaking the best truss of upper load and solving high-altitude long-span overhung corridor construction bearing substrate.
Firstly, cleverly designing the upper lower node connecting with shear wall according to the loading characteristic that Cantilever Beams pull-up pushes；Secondly, passing through
The position of 22# I-steel determines the position of intermediate node, guarantees that all components of English truss are two power bars；Again, lead to
Matrix is formed a carrying platform that is stable, meeting top support for shuttering and set up requirement by the anchor ear crossed between each fashioned iron.Meanwhile
When upper layer support for shuttering is set up, with a step one across wall-connecting piece arrangement, make frame body and main structure body drawknot, ensure that entire support for shuttering
The stability of system or frame body.
Detailed description of the invention
Technical solution in order to illustrate the embodiments of the present invention more clearly, below will be to needed in embodiment description
Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is only the present invention in order to illustrate more clearly of this hair
Bright embodiment or technical solution in the prior art, below will be p- required for describing the embodiments or the prior art attached
Figure is briefly described, for those of ordinary skill in the art, without creative efforts, can be with root
Other attached drawings are obtained according to these attached drawings.
Fig. 1 is main view of the present invention；
Fig. 2 is top view of the invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
A kind of building bearing device as shown in Figure 2, the bearing structure is by fashioned iron English truss component and connection load-bearing
Part composition, the English truss component are vertically fixed on construction wall and are longitudinally set side by side along wall, the connection load-bearing
Part is located above the English truss component and perpendicular is fixedly connected.The fashioned iron English truss component is at least by two three
Angle truss composition.The fashioned iron English truss component winds up surface in the same plane.
Wherein, the fixed position of connection supporting part and the fashioned iron English truss and the English truss wind up
Node is corresponding, and all components of English truss are two power bars.
Wherein, the loading characteristic that the tie point of the fashioned iron English truss component and wall is pushed according to structure pull-up of recruiting
It determines.
Wherein, the component to raise upward can be fixedly installed in the top of the connection supporting part.
English truss, one level of composition of winding up of each English truss are welded into using the fashioned iron of compound load requirement
Connection supporting part is fixed on English truss using U-shaped card part on the horizontal plane, forms a bearing structure by face.
The bumps such as reinforcing bar of solder-bump, should in order to which the scaffold tubes on top are inserted into and are limited on the connection supporting part
Bearing structure can be used for the template bearing system of high-altitude long-span and the carrying system of outer protective frame.
1. installation, disassembly are simply, conveniently
The machine-shaping at the scene of fashioned iron tripod, directly lifting, fixed, advance reservation peace when tripod upper node is processed
Jack is inserted into after shear wall directly with short steel bolt, and scotch is carved tightly.Lower part node then uses the high-strength bolt of 2~4 M36
(8.8 grades of 10.9 grades of work) is fixed with shear wall or coupling beam, is installed, is dismantled simply, conveniently.
2. adaptable, flexible arrangement
Overhang vestibule mostly to design according to exterior wall profile, fashioned iron tripod is adapted to the changeable planar design of vestibule, according to outer
The requirement arrangement of wall and overhanging vestibule, meets the construction requirement of the diversified forms vestibule such as linear type, fold-line-shaped, corner type.
3. the scope of application is not limited by vestibule span
Spacing flexible arrangement of the visual exterior wall situation of fashioned iron tripod of the present invention according to 3~5m, the overall load undertaken
Directly related with its spacing, as long as fashioned iron tripod arrangement spacing meets requirement for bearing capacity, use of the invention is not by vestibule sheet
The influence of body span size.
4. at low cost convenient for gathering materials on the spot
The used material of entire truss matrix processing installation only has 10#, 16#, 22# I-steel, high-strength bolt and phase
The anchor ear of adaptation, these are all the common materials in construction site, convenient for gathering materials on the spot, are not required to make a big purchase in large quantities.And tripod makes
Welding processing is only needed in the process, and simple process, technical requirements are not high, and construction site is easy to accomplish.Due to the structural matrix of use
Raw material be steel therefore facilitate recycling, cost can also be reduced.
5. loss is few, the number of turnover is high
In addition to fashioned iron tripod, weld job is not present in remaining material, component and fitting, and support for shuttering is lost extremely low after removing.
And company implements Major Client Strategy in the recent period, Wanke's happiness is that all houses are designed with outdoor vestibule, and tripod can exist nearby
It is used in turn on sundry item.
The present invention is suitable for the height of the various plane forms such as linear, fold-line-shaped, corner shape of the cantilever span within 5m
Empty Long-span Cantilever vestibule, use scope are not limited by vestibule span itself
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (3)
1. a kind of building bearing device, which is characterized in that the bearing structure is by fashioned iron English truss component and connection supporting part
Composition, the English truss component are vertically fixed on construction wall and are longitudinally set side by side along wall, the connection supporting part
Above the English truss component and it is perpendicular be fixedly connected, the fashioned iron English truss component is at least by two triangles
Truss composition.
2. a kind of building bearing device as claimed in claim 2, which is characterized in that the fashioned iron English truss component winds up table
Face is in the same plane.
3. a kind of building bearing device as described in claim 1, which is characterized in that the connection supporting part and the fashioned iron three
The fixed position of angle truss is corresponding with the upper chord node of the English truss, and all components of English truss are two power
Bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711331189.2A CN109914774A (en) | 2017-12-13 | 2017-12-13 | A kind of building bearing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711331189.2A CN109914774A (en) | 2017-12-13 | 2017-12-13 | A kind of building bearing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109914774A true CN109914774A (en) | 2019-06-21 |
Family
ID=66959048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711331189.2A Pending CN109914774A (en) | 2017-12-13 | 2017-12-13 | A kind of building bearing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109914774A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952765A (en) * | 2019-11-20 | 2020-04-03 | 中建四局第六建设有限公司 | Formwork supporting platform for shear wall high-altitude concrete cantilever structure and assembling method of formwork supporting platform |
-
2017
- 2017-12-13 CN CN201711331189.2A patent/CN109914774A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952765A (en) * | 2019-11-20 | 2020-04-03 | 中建四局第六建设有限公司 | Formwork supporting platform for shear wall high-altitude concrete cantilever structure and assembling method of formwork supporting platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190621 |