CN204530993U - One is encorbelmented load-carrying members - Google Patents
One is encorbelmented load-carrying members Download PDFInfo
- Publication number
- CN204530993U CN204530993U CN201520226788.8U CN201520226788U CN204530993U CN 204530993 U CN204530993 U CN 204530993U CN 201520226788 U CN201520226788 U CN 201520226788U CN 204530993 U CN204530993 U CN 204530993U
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- CN
- China
- Prior art keywords
- english truss
- load
- shaped steel
- truss assembly
- carrying members
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 9
- 230000000875 corresponding Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009416 shuttering Methods 0.000 description 4
- 239000011159 matrix material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000036536 Cave Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000789 fastener Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001681 protective Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Abstract
The utility model relates to construction implement technical field, specifically disclose one to encorbelment load-carrying members, it is characterized in that, described bearing structure by shaped steel English truss assembly be connected supporting part and form, described English truss assembly is vertically with to fix on construction wall and to be longitudinally set up in parallel along body of wall, and described connection supporting part to be positioned at above described English truss assembly and to be perpendicularly fixedly connected with.The utility model advantage is, its simple installation does not limit by vestibule span, can use flexibly, and draws materials conveniently, low cost of manufacture.
Description
Technical field
The utility model relates to one and builds bearing structure of encorbelmenting.
Background technology
For the construction of highly high, that span is large, moulding is complicated, load is large high-altitude, at present, national similar engineering is few, can the technology measure of reference and data little, and slightly the slip up serious accident and great quality accident that easily occur that bearing system caves in, difficulty of construction is well imagined.
Utility model content
The purpose of this utility model is to provide one and encorbelments load-carrying members, and its simple installation, does not limit by vestibule span, can use flexibly, and draws materials conveniently, low cost of manufacture.
To achieve these goals, the utility model have employed following technical scheme: one is encorbelmented load-carrying members, described bearing structure by shaped steel English truss assembly be connected supporting part and form, described English truss assembly to be vertically fixed on construction wall and to be longitudinally set up in parallel along body of wall, and described connection supporting part to be positioned at above described English truss assembly and to be perpendicularly fixedly connected with.
Wherein, described shaped steel English truss assembly is at least made up of two English trusses.
Wherein, described shaped steel English truss assembly winds up surface at grade.
Wherein, the permanent position of described connection supporting part and described shaped steel English truss and the node that winds up of described English truss corresponding, all components of described English truss are two power bars.
Wherein, the loading characteristic that the tie point of described shaped steel English truss assembly and body of wall presses down according to structure pull-up of recruiting is determined.
Wherein, the top of described connection supporting part can be fixedly installed the parts raised up.
The beneficial effects of the utility model are: adopt after said structure, and the utility model mainly designs the key issue to bearing the best truss of upper load and solve high-altitude long-span overhung corridor construction bearing substrate according to the stress form of Cantilever Beams.First, the loading characteristic pressed down according to Cantilever Beams pull-up designs the upper lower node be connected with shear wall cleverly; Secondly, by the position of 22# i iron, determine the position of intermediate node, ensure that all components of English truss are two power bars; Again, by the anchor ear between each shaped steel matrix formed one stable, meet the carrying platform that top support for shuttering sets up requirement.Meanwhile, when upper strata support for shuttering is set up, with a step one across wall-connecting piece arrange, make support body and main structure body drawknot, ensure that the stability of whole support for shuttering system or support body.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment technical scheme, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only that the utility model is in order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, below the accompanying drawing used required in p-embodiment or description of the prior art is briefly described, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the utility model front view;
Fig. 2 is top view of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
One is as shown in Figure 2 encorbelmented load-carrying members, described bearing structure by shaped steel English truss assembly be connected supporting part and form, described English truss assembly to be vertically fixed on construction wall and to be longitudinally set up in parallel along body of wall, and described connection supporting part to be positioned at above described English truss assembly and to be perpendicularly fixedly connected with.Described shaped steel English truss assembly is at least made up of two English trusses.Described shaped steel English truss assembly winds up surface at grade.
Wherein, the permanent position of described connection supporting part and described shaped steel English truss and the node that winds up of described English truss corresponding, all components of described English truss are two power bars.
Wherein, the loading characteristic that the tie point of described shaped steel English truss assembly and body of wall presses down according to structure pull-up of recruiting is determined.
Wherein, the top of described connection supporting part can be fixedly installed the parts raised up.
Adopt the steel welding of compound load requirement to be connected into English truss, the composition horizontal plane that winds up of each English truss, connection supporting part adopts U-shaped fastener to be fixed on English truss by this horizontal plane, forms a bearing structure.
On this connection supporting part, the thrust such as reinforcing bar of solder-bump is so that the scaffold tubes on top inserts and spacing, and this bearing structure may be used for the template bearing system of high-altitude long-span and the carrying system of outer protective frame.
1. installation, dismounting are simply, conveniently
The machine-shaping at the scene of shaped steel tripod, directly lifting, fixing, tripod upper node adds man-hour advance reservation and assigns hole, and insert directly with short steel latch after shear wall, scotch is carved tightly.Bottom node then adopts the high-strength bolt of 2 ~ 4 M36 (8.8 grades work 10.9 grades) to fix with shear wall or coupling beam, installs, dismounting is simple, convenient.
2. strong adaptability, flexible arrangement
Vestibule of encorbelmenting is many according to exterior wall profile design, and shaped steel tripod can adapt to the changeable planar design of vestibule, and the requirement according to exterior wall and vestibule of encorbelmenting is arranged, meets the construction requirement of the various ways vestibules such as linear pattern, fold-line-shaped, corner type.
3. the scope of application does not limit by vestibule span
The visual exterior wall situation of the utility model shaped steel tripod is according to the spacing flexible arrangement of 3 ~ 5m, its overall load born is directly related with its spacing, as long as shaped steel tripod arrangement pitch meets requirement for bearing capacity, use of the present utility model is not by the impact of the span size of vestibule own.
4. be convenient to gather materials on the spot, cost is low
The processing of whole truss matrix install used by the material anchor ear that only has 10#, 16#, 22# i iron, high-strength bolt and adapt, these are all the common materials in job site, are convenient to gather materials on the spot, do not need to make a big purchase in large quantities.And only needing welding processing in tripod manufacturing process, technique is simple, technical requirements is not high, and job site easily realizes.Because the raw material of the structural matrix adopted are steel, therefore, convenient recycling, also can reduce costs.
5. loss is few, and the number of turnover is high
Except shaped steel tripod, all there is not weld job in all the other materials, component and fitting, and it is extremely low that support for shuttering removes rear loss.And company implements Major Client Strategy in the recent period, Wanke's happiness is that all houses are all designed with outdoor vestibule, and tripod can turnover use on sundry item nearby.
The utility model is applicable to the high-altitude long-span overhung vestibule of the various plane forms such as the linear of cantilever span within 5m, fold-line-shaped, corner shape, and its scope of application is not by the restriction of the span of vestibule own
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (6)
1. load-carrying members of encorbelmenting, it is characterized in that, described bearing structure by shaped steel English truss assembly be connected supporting part and form, described English truss assembly to be vertically fixed on construction wall and to be longitudinally set up in parallel along body of wall, and described connection supporting part to be positioned at above described English truss assembly and to be perpendicularly fixedly connected with.
2. encorbelment as claimed in claim 1 load-carrying members, it is characterized in that, described shaped steel English truss assembly is at least made up of two English trusses.
3. encorbelment as claimed in claim 2 load-carrying members, it is characterized in that, described shaped steel English truss assembly winds up surface at grade.
4. to encorbelment as claimed in claim 1 load-carrying members, it is characterized in that, the permanent position of described connection supporting part and described shaped steel English truss and the node that winds up of described English truss corresponding, all components of described English truss are two power bars.
5. the load-carrying members of encorbelmenting as described in any one of claim 1-4, is characterized in that, the loading characteristic that the tie point of described shaped steel English truss assembly and body of wall presses down according to structure pull-up of recruiting is determined.
6. the load-carrying members of encorbelmenting as described in any one of claim 1-4, is characterized in that, the top of described connection supporting part can be fixedly installed the parts raised up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520226788.8U CN204530993U (en) | 2015-04-15 | 2015-04-15 | One is encorbelmented load-carrying members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520226788.8U CN204530993U (en) | 2015-04-15 | 2015-04-15 | One is encorbelmented load-carrying members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204530993U true CN204530993U (en) | 2015-08-05 |
Family
ID=53745019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520226788.8U Expired - Fee Related CN204530993U (en) | 2015-04-15 | 2015-04-15 | One is encorbelmented load-carrying members |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204530993U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625576A (en) * | 2015-12-29 | 2016-06-01 | 关海涛 | Series-tied-arch-type prestressed steel structure cantilever system |
| CN111472531A (en) * | 2020-03-28 | 2020-07-31 | 北京建工一建工程建设有限公司 | Cantilever support frame |
-
2015
- 2015-04-15 CN CN201520226788.8U patent/CN204530993U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625576A (en) * | 2015-12-29 | 2016-06-01 | 关海涛 | Series-tied-arch-type prestressed steel structure cantilever system |
| CN105625576B (en) * | 2015-12-29 | 2018-02-06 | 关海涛 | Connect pull bar arcuately prestressed steel structure cantilever system |
| CN111472531A (en) * | 2020-03-28 | 2020-07-31 | 北京建工一建工程建设有限公司 | Cantilever support frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20150805 Termination date: 20160415 |