CN202227714U - Height-adjustable temporary support frame for construction - Google Patents

Height-adjustable temporary support frame for construction Download PDF

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Publication number
CN202227714U
CN202227714U CN2011203305145U CN201120330514U CN202227714U CN 202227714 U CN202227714 U CN 202227714U CN 2011203305145 U CN2011203305145 U CN 2011203305145U CN 201120330514 U CN201120330514 U CN 201120330514U CN 202227714 U CN202227714 U CN 202227714U
Authority
CN
China
Prior art keywords
extremitatis
columnae
support pillars
height
inferioris
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
CN2011203305145U
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Chinese (zh)
Inventor
李振
柳建新
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.)
LU'AN CHANGCHENG STEEL STRUCTURE CO Ltd
Original Assignee
LU'AN CHANGCHENG STEEL STRUCTURE 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 LU'AN CHANGCHENG STEEL STRUCTURE CO Ltd filed Critical LU'AN CHANGCHENG STEEL STRUCTURE CO Ltd
Priority to CN2011203305145U priority Critical patent/CN202227714U/en
Application granted granted Critical
Publication of CN202227714U publication Critical patent/CN202227714U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a height-adjustable temporary support frame for construction, which comprises lower support pillars and upper support pillars, wherein the upper support pillars can be in relatively sliding connection with the lower support pillars; and sliding fasteners are arranged at the joints of the lower support pillars and the upper support pillars, and are arranged on oblong holes on the lower support pillars and round holes on the upper support pillars in a penetrating manner. The height-adjustable temporary support frame has the advantages that the structure is simple; beams and truss frames with different heights can be supported; repeated use is realized; and steel consumption and construction measure cost can be reduced.

Description

Interim bracing frame is used in a kind of Height Adjustable construction
Technical field
The utility model relates to a kind of Height Adjustable bracing frame, relates in particular to the working Height Adjustable interim bracing frame of a kind of large-scale steel structure.
Background technology
In Heavy Type Steel Structure factory building or stadiums engineering, conference and exhibition center, long-span beams usually need be supported for beam or truss sections place temporarily and provide support platform because transportation lengths is carried institute with loop wheel machine limits, and docks beam or truss in the high-altitude and welds.Usually make that many groups are interim to be supported during construction according to the beam differing heights, weld the support of removing the unloading back, cause the raising of working measure expense, also be unfavorable for practicing thrift steel because other local uses of incompatibility highly need to make in addition.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of above-mentioned prior art, and providing a kind of can repeatedly utilize, and can make up the interim bracing frame of adjusting according to desired height.
The technical scheme of the utility model is: interim bracing frame is used in a kind of Height Adjustable construction; The columnae extremitatiS superioris that comprises columnae extremitatis inferioris, can be slidingly connected relatively with said columnae extremitatis inferioris; Said columnae extremitatis inferioris and columnae extremitatiS superioris junction are provided with slide fastener, and said slide fastener penetrates on the circular hole of the slotted hole that is arranged on columnae extremitatis inferioris and columnae extremitatiS superioris.
Said slide fastener is a high-strength bolt.
The utility model is simple in structure, can realize differing heights beam or truss support needs, and can reuse, and practices thrift the waste of steel, reduces working measure and takes.
Description of drawings
Fig. 1 is the syndeton sketch map of the utility model.
Fig. 2 is the sectional view of Fig. 1 junction 3.
Fig. 3 is the structural representation of the columnae extremitatiS superioris 2 of the utility model.
Fig. 4 is the structural representation of the columnae extremitatis inferioris 1 of the utility model.
The specific embodiment
Below in conjunction with specific embodiment, the utility model is further specified.Should be understood that following examples only are used to the utility model is described but not the scope that is used to limit the utility model.
Referring to Fig. 1 and Fig. 2; Interim bracing frame is used in a kind of Height Adjustable construction that the utility model provided; The columnae extremitatiS superioris 2 that comprises columnae extremitatis inferioris 1, can be slidingly connected relatively with said columnae extremitatis inferioris 1; Said columnae extremitatis inferioris 1 is provided with slide fastener 4 with columnae extremitatiS superioris 2 junctions 3, and referring to Fig. 3 and Fig. 4, said slide fastener 4 penetrates on the circular hole 6 of the slotted hole 5 that is arranged on columnae extremitatis inferioris 1 and columnae extremitatiS superioris 2.
Said slide fastener 4 is a high-strength bolt.
Embodiment 2
During adjusting, slide fastener 4 slides in slotted hole 5, tightens slide fastener 4 after being adjusted to desired height, and the friction-type through slide fastener 4 connects, limit value adjustable supports joint the moving of direction of reaching the standard grade, thus realize the adjustable length of supporting section.After the unloading, remove bolt, penetrate new slide fastener again, realize the interim repeated use of supporting according to new height.

Claims (2)

1. interim bracing frame is used in a Height Adjustable construction; It is characterized in that: the columnae extremitatiS superioris that comprises columnae extremitatis inferioris, can be slidingly connected relatively with said columnae extremitatis inferioris; Said columnae extremitatis inferioris and columnae extremitatiS superioris junction are provided with slide fastener, and said slide fastener penetrates on the circular hole of the slotted hole that is arranged on columnae extremitatis inferioris and columnae extremitatiS superioris.
2. interim bracing frame is used in a kind of Height Adjustable construction according to claim 1, it is characterized in that: said slide fastener is a high-strength bolt.
CN2011203305145U 2011-09-06 2011-09-06 Height-adjustable temporary support frame for construction Expired - Fee Related CN202227714U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203305145U CN202227714U (en) 2011-09-06 2011-09-06 Height-adjustable temporary support frame for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203305145U CN202227714U (en) 2011-09-06 2011-09-06 Height-adjustable temporary support frame for construction

Publications (1)

Publication Number Publication Date
CN202227714U true CN202227714U (en) 2012-05-23

Family

ID=46078303

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011203305145U Expired - Fee Related CN202227714U (en) 2011-09-06 2011-09-06 Height-adjustable temporary support frame for construction

Country Status (1)

Country Link
CN (1) CN202227714U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103383362A (en) * 2013-07-31 2013-11-06 南昌欧菲光学技术有限公司 Glass detecting device
CN103399017A (en) * 2013-07-31 2013-11-20 南昌欧菲光学技术有限公司 Glass silk printing detecting device
CN106592941A (en) * 2015-10-19 2017-04-26 孙世梁 Section-by-section rising combined framework

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103383362A (en) * 2013-07-31 2013-11-06 南昌欧菲光学技术有限公司 Glass detecting device
CN103399017A (en) * 2013-07-31 2013-11-20 南昌欧菲光学技术有限公司 Glass silk printing detecting device
CN106592941A (en) * 2015-10-19 2017-04-26 孙世梁 Section-by-section rising combined framework
CN106592941B (en) * 2015-10-19 2019-04-23 孙世梁 Group frame is increased section by section

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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

Granted publication date: 20120523

Termination date: 20140906

EXPY Termination of patent right or utility model