CN204530993U - One is encorbelmented load-carrying members - Google Patents

One is encorbelmented load-carrying members Download PDF

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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
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520226788.8U
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Chinese (zh)
Inventor
涂晓
黄舍荣
秦宗凯
龚小东
陈笑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FIFTH CONSTRUCTION Co ZHONGTIAN CONSTRUCTION GROUP CO Ltd
Original Assignee
FIFTH CONSTRUCTION Co ZHONGTIAN CONSTRUCTION GROUP CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FIFTH CONSTRUCTION Co ZHONGTIAN CONSTRUCTION GROUP CO Ltd filed Critical FIFTH CONSTRUCTION Co ZHONGTIAN CONSTRUCTION GROUP CO Ltd
Priority to CN201520226788.8U priority Critical patent/CN204530993U/en
Application granted granted Critical
Publication of CN204530993U publication Critical patent/CN204530993U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

One is encorbelmented load-carrying members
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.
CN201520226788.8U 2015-04-15 2015-04-15 One is encorbelmented load-carrying members Expired - Fee Related CN204530993U (en)

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

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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)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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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