CN106869494A - A kind of steel column mould ruggedized construction construction method - Google Patents
A kind of steel column mould ruggedized construction construction method Download PDFInfo
- Publication number
- CN106869494A CN106869494A CN201611263485.9A CN201611263485A CN106869494A CN 106869494 A CN106869494 A CN 106869494A CN 201611263485 A CN201611263485 A CN 201611263485A CN 106869494 A CN106869494 A CN 106869494A
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- CN
- China
- Prior art keywords
- steel column
- column mould
- mould
- steel
- channel
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
Abstract
Steel pipe, fastener or built-in to pull bar reinforcement means are used for traditional section beam-column template, post concrete is easily caused and is risen mould, sectional dimension deviation, uneven surface, the problem that the phenomenon such as spillage occurs, the invention discloses a kind of steel column mould ruggedized construction construction method, including：Step 1：According to column dimensions assembly steel column mould；Step 2：Steel column mould is lifted to pillar position and steel column mould is installed；Step 3：Steel column mould surrounding along steel column mould some channel-section steel anchor ears of longitudinally spaced installation, the channel-section steel anchor ear fixed by being placed in the split bolt of post exterior side.Steel column mould ruggedized construction construction method of the invention, lead to some channel-section steel anchor ears of longitudinally spaced installation along steel column mould in steel column mould surrounding, the channel-section steel anchor ear is fixed by being placed in the split bolt of post exterior side, can effectively avoid rise mould, sectional dimension deviation of post concrete big, uneven surface, the phenomenons such as spillage occur, and material therefor cyclic utilization rate is high.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to steel column mould ruggedized construction construction method.
Background technology
Traditional section beam-column template uses steel pipe, fastener or built-in to pull bar reinforcement means, easily causes post concrete and rises mould, section
The phenomenons such as dimensional discrepancy, uneven surface, spillage occur, and have certain disadvantage.
How providing one kind can effectively avoid post concrete from rising by mould, sectional dimension deviation greatly, uneven surface, the phenomenon such as spillage
Occur, and a kind of material therefor cyclic utilization rate steel column mould ruggedized construction construction method high is urgently to be resolved hurrily one in this area
Individual technical problem.
The content of the invention
The present invention provides steel column mould ruggedized construction construction method, leads to the longitudinally spaced peace along steel column mould in steel column mould surrounding
Some channel-section steel anchor ears are filled, the channel-section steel anchor ear is fixed by being placed in the split bolt of post exterior side, can effectively avoid post concrete
Mould, the sectional dimension deviation of rising are big, uneven surface, and the phenomenon such as spillage occurs, and material therefor cyclic utilization rate is high.
A kind of steel column mould ruggedized construction construction method, including：
Step 1：According to column dimensions assembly steel column mould；
Step 2：Steel column mould is lifted to pillar position and steel column mould is installed；
Step 3：Steel column mould surrounding along steel column mould some channel-section steel anchor ears of longitudinally spaced installation, the channel-section steel anchor ear lead to
Cross and be placed in the split bolt of post exterior side and fix.
Preferably, in above-mentioned steel column mould reinforcing construction way, in the step 3, the cross section of the steel column mould is
Rectangle, each channel-section steel anchor ear includes four channel-section steels of the surrounding for being arranged at steel column mould, two grooves being parallel to each other in four channel-section steels
The two ends of steel are connected by the split bolt.
Preferably, in above-mentioned steel column mould reinforcing construction way, the spacing between adjacent slot steel hoop is 400-
500mm。
Above-mentioned technical proposal can be seen that due to the present invention using intensity it is high it is repeatable by the use of steel column mould as post mould
Plate, prior art is replaced using " to the external channel-section steel anchor ear formwork reinforcement of pull bar " advanced technologies, will channel-section steel anchor ear as steel column
The ruggedized construction of mould, split bolt is arranged on post exterior side, it is to avoid the hole left of the split bolt after proposed pillar,
Therefore the building method shown in the present invention can effectively avoid post concrete from rising by mould, sectional dimension deviation greatly, uneven surface, spillage etc.
Phenomenon occurs, and material therefor cyclic utilization rate is high.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is steel column mould reinforcing construction elevational schematic view in the present invention.
Fig. 2 is steel column mould reinforcing construction generalized section in the present invention.
In figure：1- pillars, 2- steel columns mould, 3- split bolts, 4- channel-section steels.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is all other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
The embodiment of the present invention provides steel column mould ruggedized construction construction method, can effectively avoid post concrete from rising mould, section chi
Very little deviation is big, uneven surface, and the phenomenon such as spillage occurs, and material therefor cyclic utilization rate is high.Carry out individually below specifically
It is bright.
Fig. 1 and Fig. 2 is referred to, the embodiment of the present invention provides a kind of steel column mould ruggedized construction construction method, including：
Step 1：According to the size of pillar 1 assembly steel column mould 2.
Step 2：Steel column mould 2 is lifted to the position of pillar 1 and steel column mould 2 is installed.
Step 3：The surrounding of steel column mould 2 along steel column mould 2 some channel-section steel anchor ears of longitudinally spaced installation, the channel-section steel anchor ear
Fixed by the split bolt 3 for being placed in the outside of pillar 1.
Due to the present invention using intensity it is high it is repeatable by the use of steel column mould 2 as column template, using channel-section steel anchor ear as steel column
The ruggedized construction of mould 2, split bolt 3 is arranged on the outside of pillar 1, it is to avoid the leaving after proposed pillar 1 of split bolt 3
Hole, therefore building method shown in the present invention can effectively avoid rise mould, sectional dimension deviation of post concrete big, uneven surface,
The phenomenons such as spillage occur, and material therefor cyclic utilization rate is high.
Preferably, in the above-mentioned reinforcing construction way of steel column mould 2, in the step 3, the cross section of the steel column mould 2
It is rectangle, each channel-section steel anchor ear includes four channel-section steels 4 of the surrounding for being arranged at steel column mould 2, two be parallel to each other in four channel-section steels 4
The two ends of root channel-section steel 4 are connected by the split bolt 3.
Preferably, in the above-mentioned reinforcing construction way of steel column mould 2, the spacing between adjacent slot steel hoop is 400-
500mm。
In sum, due to the present invention using intensity it is high it is repeatable by the use of steel column mould as column template, using " to pull bar
External channel-section steel anchor ear formwork reinforcement " advanced technologies replace prior art, will channel-section steel anchor ear as steel column mould ruggedized construction, it is right
Bolt is drawn to be arranged on post exterior side, it is to avoid the hole left of the split bolt after proposed pillar, therefore shown in the present invention
Building method can effectively avoid rise mould, sectional dimension deviation of post concrete big, uneven surface, the phenomenon such as spillage occurs, and
Material therefor cyclic utilization rate is high.
The steel column mould ruggedized construction construction method for being provided the embodiment of the present invention above, is described in detail, herein
In apply specific case principle of the invention and implementation method be set forth, the explanation of above example is only intended to side
Assistant solves the method for the present invention and its core concept；Simultaneously for those of ordinary skill in the art, according to think of of the invention
Think, will change in specific embodiments and applications, in sum, it is right that this specification content should not be construed as
Limitation of the invention.
Claims (3)
1. a kind of steel column mould ruggedized construction construction method, it is characterised in that including：
Step 1：According to column dimensions assembly steel column mould；
Step 2：Steel column mould is lifted to pillar position and steel column mould is installed；
Step 3：Steel column mould surrounding along steel column mould some channel-section steel anchor ears of longitudinally spaced installation, the channel-section steel anchor ear is by putting
Fixed in the split bolt of post exterior side.
2. steel column mould reinforcing construction way according to claim 1, it is characterised in that in the step 3, the steel column mould
Cross section be rectangle, each channel-section steel anchor ear include be arranged at steel column mould surrounding four channel-section steels, in four channel-section steels mutually put down
Two capable two ends of channel-section steel are connected by the split bolt.
3. steel column mould reinforcing construction way according to claim 2, it is characterised in that the spacing between adjacent slot steel hoop
It is 400-500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611263485.9A CN106869494A (en) | 2016-12-30 | 2016-12-30 | A kind of steel column mould ruggedized construction construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611263485.9A CN106869494A (en) | 2016-12-30 | 2016-12-30 | A kind of steel column mould ruggedized construction construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869494A true CN106869494A (en) | 2017-06-20 |
Family
ID=59164456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611263485.9A Pending CN106869494A (en) | 2016-12-30 | 2016-12-30 | A kind of steel column mould ruggedized construction construction method |
Country Status (1)
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| CN (1) | CN106869494A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201391088Y (en) * | 2009-01-22 | 2010-01-27 | 国核工程有限公司 | As-cast-finish concrete section steel outside collar reinforcing column mold |
| CN103206089A (en) * | 2013-04-18 | 2013-07-17 | 成军 | Fabricated aluminum alloy formwork system construction method |
| CN203755661U (en) * | 2014-03-03 | 2014-08-06 | 山西四建集团有限公司 | Large-section stiffness steel rib column hoop erecting structure |
| CN104047422A (en) * | 2014-06-13 | 2014-09-17 | 北京首钢建设集团有限公司 | Cylinder die manufacturing and mounting method |
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN104806018A (en) * | 2015-05-08 | 2015-07-29 | 南通华新建工集团有限公司 | Construction technology of steel frame and wood form type combined formwork |
-
2016
- 2016-12-30 CN CN201611263485.9A patent/CN106869494A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201391088Y (en) * | 2009-01-22 | 2010-01-27 | 国核工程有限公司 | As-cast-finish concrete section steel outside collar reinforcing column mold |
| CN103206089A (en) * | 2013-04-18 | 2013-07-17 | 成军 | Fabricated aluminum alloy formwork system construction method |
| CN203755661U (en) * | 2014-03-03 | 2014-08-06 | 山西四建集团有限公司 | Large-section stiffness steel rib column hoop erecting structure |
| CN104047422A (en) * | 2014-06-13 | 2014-09-17 | 北京首钢建设集团有限公司 | Cylinder die manufacturing and mounting method |
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN104806018A (en) * | 2015-05-08 | 2015-07-29 | 南通华新建工集团有限公司 | Construction technology of steel frame and wood form type combined formwork |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170620 |
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| WD01 | Invention patent application deemed withdrawn after publication |