CN204139459U - Regeneration concrete hetermorphiscal column - Google Patents

Regeneration concrete hetermorphiscal column Download PDF

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Publication number
CN204139459U
CN204139459U CN201420055520.8U CN201420055520U CN204139459U CN 204139459 U CN204139459 U CN 204139459U CN 201420055520 U CN201420055520 U CN 201420055520U CN 204139459 U CN204139459 U CN 204139459U
Authority
CN
China
Prior art keywords
profiled sheet
regeneration concrete
hetermorphiscal column
concrete
remaining silent
Prior art date
Application number
CN201420055520.8U
Other languages
Chinese (zh)
Inventor
伍凯
曹平周
张莉
于毅
Original Assignee
河海大学
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 河海大学 filed Critical 河海大学
Priority to CN201420055520.8U priority Critical patent/CN204139459U/en
Application granted granted Critical
Publication of CN204139459U publication Critical patent/CN204139459U/en

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Abstract

The utility model discloses a kind of regeneration concrete hetermorphiscal column, comprise by that profiled sheet surrounds, the cross section of remaining silent be T-shaped, L shape or criss-cross hollow cylinder and the regeneration concrete that is filled in described hollow cylinder, described in the remain silent flank position of profiled sheet arrange inwardly.External surface of the present utility model does not have corner angle, and aesthetic property is good; And columns bearing capacity is high, anti-seismic performance is strong; Easier than the construction of steel reinforced concrete special-shaped columns; Profiled sheet of remaining silent has delayed the cripling of steel plate, and bearing capacity and the stability of the hetermorphiscal column surrounded compared with general steel plate are higher; The flank of profiled sheet of remaining silent makes it not need extra soldered stiffening rib in the application, arrange binding bar, decreases the trouble in construction; And do not need in work progress to set up template, decrease operation, solve a difficult problem for the construction complexity existed in hetermorphiscal column application; Finally, regeneration concrete replaces ordinary concrete, and bearing capacity, anti-seismic performance decline little, but economic environmental protection, significant to sustainable development.

Description

Regeneration concrete hetermorphiscal column
Technical field
The utility model relates to hetermorphiscal column, particularly regeneration concrete hetermorphiscal column.
Background technology
Current, what engineering was generally applied is reinforced concrete structure.Along with high-rise super highrise building is increasingly general, increasing of building storey, the increase of upper load, must increase the cross section of shaped rc columns, meets the requirement to bearing capacity in engineering.
In order to enable Structure System with Special-shaped Column further genralrlization application in high-rise and super highrise building, key is how when not enlarging markedly column section, the bearing capacity of raising post.
Summary of the invention
Utility model object: provide a kind of regeneration concrete hetermorphiscal column, to solve the problems referred to above of prior art.
Technical scheme: a kind of regeneration concrete hetermorphiscal column, by be T-shaped with that profiled sheet surrounds, the cross section of remaining silent, L shape or criss-cross hollow cylinder and the regeneration concrete be filled in described hollow cylinder form, the flank position of described profiled sheet of remaining silent is arranged inwardly, and is provided with shear connector.
Beneficial effect: concrete profiled pile of the present utility model, its external surface does not have corner angle, and aesthetic property is good; And columns bearing capacity is high, anti-seismic performance is strong; Easier than the construction of steel reinforced concrete special-shaped columns; The flank of profiled sheet of remaining silent enhances the effect of contraction of steel plate inwall to core concrete, makes to produce maximum adhesion between steel plate and concrete, makes the two form entirety jointly stressed, has better played the characteristic that steel plate concrete bearing capacity is high; Profiled sheet of remaining silent has delayed the cripling of steel plate, and bearing capacity and the stability of the hetermorphiscal column surrounded compared with general steel plate are higher; The flank of profiled sheet of remaining silent makes it not need extra soldered stiffening rib in the application, arrange binding bar etc., decreases the trouble in construction; And do not need in work progress to set up template, decrease operation, construction becomes simple and fast, solves the comparatively hang-up of the construction complexity existed in hetermorphiscal column application; Finally, regeneration concrete replaces ordinary concrete, and bearing capacity, anti-seismic performance decline little, but economic environmental protection, significant to sustainable development.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment one.
Fig. 2 is the structural representation of the utility model embodiment two.
Fig. 3 is the structural representation of the utility model embodiment three.
Detailed description of the invention
As shown in Figure 1 to Figure 3, regeneration concrete hetermorphiscal column of the present utility model comprise by that profiled sheet 1 surrounds, the cross section of remaining silent be T-shaped, L shape or criss-cross hollow cylinder and the regeneration concrete 2 that is filled in hollow cylinder 1, the flank 3 of profiled sheet of remaining silent is arranged inwardly.
The work progress of the embodiment shown in Fig. 1 to Fig. 3 is as follows respectively:
Surround with profiled sheet of remaining silent the hollow cylinder that cross section is T-shaped, then fill regeneration concrete within it, form regeneration concrete T-shaped post.
Surround with profiled sheet of remaining silent the hollow cylinder that cross section is L shape, then fill regeneration concrete within it, form regeneration concrete L shape post.
Surrounding cross section with profiled sheet of remaining silent is criss-cross hollow cylinder, then in cross section, fills regeneration concrete, forms regeneration concrete cross section column.
In work progress, because profiled sheet is from heavy and light, is easy to transport and installs, effectively can improve efficiency of construction; Secondly, it can be used as the permanent template of concreting, therefore can save formwork and form removal process, greatly accelerating construction progress in construction.
Add shear connector at the flank of profiled sheet of remaining silent, to prevent from remaining silent, profiled sheet opens in stressed.
More than describe preferred embodiment of the present utility model in detail; but; the utility model is not limited to the detail in above-mentioned embodiment; within the scope of technical conceive of the present utility model; can carry out multiple equivalents to the technical solution of the utility model, these equivalents all belong to protection domain of the present utility model.
It should be noted that in addition, each the concrete technical characteristic described in above-mentioned detailed description of the invention, in reconcilable situation, can be combined by any suitable mode.In order to avoid unnecessary repetition, the utility model illustrates no longer separately to various possible combination.
In addition, also can be combined between various different embodiment of the present utility model, as long as it is without prejudice to thought of the present utility model, it should be considered as content disclosed in the utility model equally.

Claims (1)

1. a regeneration concrete hetermorphiscal column, it is characterized in that, by be T-shaped with that profiled sheet surrounds, the cross section of remaining silent, L shape or criss-cross hollow cylinder and the regeneration concrete be filled in described hollow cylinder form, the flank position of described profiled sheet of remaining silent is arranged inwardly, and is provided with shear connector.
CN201420055520.8U 2014-01-28 2014-01-28 Regeneration concrete hetermorphiscal column CN204139459U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420055520.8U CN204139459U (en) 2014-01-28 2014-01-28 Regeneration concrete hetermorphiscal column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420055520.8U CN204139459U (en) 2014-01-28 2014-01-28 Regeneration concrete hetermorphiscal column

Publications (1)

Publication Number Publication Date
CN204139459U true CN204139459U (en) 2015-02-04

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420055520.8U CN204139459U (en) 2014-01-28 2014-01-28 Regeneration concrete hetermorphiscal column

Country Status (1)

Country Link
CN (1) CN204139459U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104196169A (en) * 2014-09-09 2014-12-10 广西大学 Recycled concrete cross steel tube special-shaped column
CN104196171A (en) * 2014-09-09 2014-12-10 广西大学 Recycled concrete T-shaped steel tube special-shaped column
CN105133786A (en) * 2015-08-24 2015-12-09 河海大学 Hollow type combination beam for quick construction and construction method
CN105442755A (en) * 2015-07-30 2016-03-30 孙晓林 Recycled concrete column

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104196169A (en) * 2014-09-09 2014-12-10 广西大学 Recycled concrete cross steel tube special-shaped column
CN104196171A (en) * 2014-09-09 2014-12-10 广西大学 Recycled concrete T-shaped steel tube special-shaped column
CN105442755A (en) * 2015-07-30 2016-03-30 孙晓林 Recycled concrete column
CN105442755B (en) * 2015-07-30 2018-04-10 广城建设集团有限公司 Regeneration concrete post
CN105133786A (en) * 2015-08-24 2015-12-09 河海大学 Hollow type combination beam for quick construction and construction method
CN105133786B (en) * 2015-08-24 2017-08-15 河海大学 Open web type rapid construction combination beam and its method of construction

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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: 20150204

Termination date: 20180128