CN107313554A - A kind of reinforced column constructing device of free removal template - Google Patents
A kind of reinforced column constructing device of free removal template Download PDFInfo
- Publication number
- CN107313554A CN107313554A CN201710681638.XA CN201710681638A CN107313554A CN 107313554 A CN107313554 A CN 107313554A CN 201710681638 A CN201710681638 A CN 201710681638A CN 107313554 A CN107313554 A CN 107313554A
- Authority
- CN
- China
- Prior art keywords
- angle steel
- fibrolite plate
- cement fibrolite
- steel
- connector
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
The present invention relates to building engineering structure technology and construction field, a kind of reinforced column constructing device of free removal is particularly disclosed.The reinforced column constructing device of the free removal template, including column type steel reinforcement cage, it is characterised in that：The rectangular cam being provided with the cement fibrolite plate of linking closing surface of reinforcing cage, the inner surface of cement fibrolite plate in quincunx distribution is provided with the outside of the steel reinforcement cage；The outside linking angle in the vertical direction of linking cement fibrolite plate is equipped with connector between being arranged at intervals with corner angle steel adjacent two-by-two in corner angle steel, same level two-by-two.The present invention is simple in construction, using flexible, reduce the consumption of steel form or plank sheathing, has saved steel and timber, protect environment.
Description
（One）Technical field
The present invention relates to building engineering structure technology and construction field, the reinforced column of more particularly to a kind of free removal is constructed
Device.
（Two）Background technology
At this stage, reinforced column is more is used as template during concreting using detachable steel plate or plank.By existing
The limitation of field template number, especially heavy construction, when post is more, required template is more, increases steel using amount and consumption of wood, from
And cost is increased, and destroy ecological environment；And during form removal, due to the adhesive property of cement, form removal is harder, or even have
When carry out form removal when hardenability is not fully achieved for concrete, also have the possibility of pulling out a part of concrete；In addition, such as
500mm*500mm frame column, is constructed using current detachable template, the template of correspondence size must be done, when other post
Son bigger or more hour, it is necessary to re-assembly or customized, the availability of template is relatively low.
At present, directly in the method for steel reinforcement cage additional template, in casting concrete, due to the agitation of vibrating head, have very much
Steel reinforcement cage run-off the straight may be made, so that thickness of concrete cover is uneven, or even when angle of inclination is larger, part steel
Muscle be likely to it is exposed outside.
（Three）The content of the invention
The present invention in order to make up the deficiencies in the prior art there is provided it is a kind of it is simple in construction, using flexible, operating efficiency it is high exempt from tear open
The reinforced column constructing device of removing template.
The present invention is achieved through the following technical solutions：
A kind of reinforced column constructing device of free removal template, including column type steel reinforcement cage, it is characterised in that：The steel reinforcement cage
Outside is provided with the cement fibrolite plate of linking closing surface of reinforcing cage, the inner surface of cement fibrolite plate and is provided with quincunx point
The rectangular cam of cloth；The outside linking angle in the vertical direction of linking cement fibrolite plate is arranged at intervals with corner angle steel two-by-two, together
On one horizontal plane connector is equipped between corner angle steel adjacent two-by-two.
By the present invention in that fixing reinforced column with cement fibrolite plate, template of the prior art is instead of, is subtracted
Lack the consumption of steel and timber, save resource；Again because cement fibrolite plate avoids form removal mistake without removing
To the damage of reinforced column in journey, the robustness of pillar is enhanced, the man power and material needed for form removal is eliminated, saved
The consumption of part concrete；In addition, rectangular cam secures the position of steel reinforcement cage on cement fibrolite plate, steel reinforcement cage is set to be difficult hair
It is raw to tilt, so as to ensure that the robustness and aesthetic property of pillar.
The present invention more excellent technical scheme be：
Partial groove and insertion groove are respectively arranged with the inside of two sides of the corner angle steel, connector is located in two adjacent angulars
On portion's angle steel, and one end of connector is located in partial groove, and the other end passes insertion groove；The setting of insertion groove causes water
Connector on the outside of mud fiberboard can be automatically adjusted according to the width of steel reinforcement cage, so that connector can preferably adapt to coagulation
The size of earth pillar, reaches the purpose recycled.
It is provided with the top surface of the corner angle steel and wears angle steel bolt hole, corresponding bolt is provided with the top surface of connector
Hole, the fixation on angle steel bolt hole and bolt hole is being worn by bolt, realizes being connected for corner angle steel and connector.
The inside angle part in the vertical direction of the adjacent cement fibrolite plate of the two-phase is arranged at intervals with Corner Link, and corner connects
Fitting is by from rivet interlacement cement fibrolite plate, making the more firm of cement fibrolite plate fixation.
The present invention is with the free removal cement fibrolite plate that light weight is high-strength and can be manufactured in plant layout as armored concrete
Column template, eliminate make template needed for resource and the time, prevent because existing template size does not meet certain concrete engineering frame
Trestle sectional dimension and remake the caused wasting of resources, the use of cement fibrolite plate optimizes what conventional template was fixed
Cumbersome pattern, and its appearance looks elegant, sometimes outer wall also can directly be used without paint coating again.
The present invention is simple in construction, using flexible, reduce the consumption of steel form or plank sheathing, has saved steel and wood
Material, protects environment, while cement fibrolite plate itself can replace part concrete thickness, reduces the consumption of concrete, and angle
Portion's angle steel removes convenient, and can be adjusted flexibly according to actual size, and recycles, and construction cost is saved, suitable for pushing away extensively
Wide application.
（Four）Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the invention；
Fig. 2 is A-A faces diagrammatic cross-section shown in Fig. 1；
Fig. 3 is the structural representation of Corner Link of the present invention；
Fig. 4 is the scheme of installation of corner angle steel of the present invention and connector.
In figure, 1 cement fibrolite plate, 2 corner angle steel, 3 bolts, 4 connectors, 5 rectangular cams, 6 bolts hole, 7 partial grooves,
8 insertion grooves, 9 wear angle steel bolt hole, 10 Corner Links, and 11 from rivet.
（Five）Embodiment
Accompanying drawing is a kind of specific embodiment of the invention.The embodiment includes being provided with the outside of column type steel reinforcement cage, the steel reinforcement cage
The rectangle in quincunx distribution is provided with the cement fibrolite plate 1 of linking closing surface of reinforcing cage, the inner surface of cement fibrolite plate 1
Projection 5；The outside linking angle in the vertical direction of linking cement fibrolite plate 1 is arranged at intervals with corner angle steel 2, same level two-by-two
On face connector 4 is equipped between corner angle steel 2 adjacent two-by-two；It is respectively arranged with the inside of two sides of the corner angle steel 2
Partial groove 7 and insertion groove 8, connector 4 are located on two adjacent corners angle steel 2, and one end of connector 4 is located at localized indentation
In groove 7, the other end passes insertion groove 8；It is provided with the top surface of the corner angle steel 2 and wears angle steel bolt hole 9, connector 4
Corresponding bolt hole 6 is provided with top surface；The inside angle part in the vertical direction of the adjacent cement fibrolite plate 1 of the two-phase is arranged at intervals
There is Corner Link 10, Corner Link 10 from rivet 11 by connecting cement fibrolite plate 1.
By cement fibrolite plate 1 is by the required big little makings of reinforced column width or cuts into required width, it is sleeved on
On the outside of steel reinforcement cage.Reinforcing bar cage location is fixed by the rectangular cam 5 of quincuncial arrangement in the inner side of cement fibrolite plate 1, and fixation is quincunx
Arrangement refers to accompanying drawing 2, during casting concrete, and steel reinforcement cage also will not arrive water on the outside of run-off the straight, and reinforcing bar
Thickness of concrete cover requirement is met on the inside of mud fiberboard.The inside angle part of cement fibrolite plate 1 vertically cloth at a certain distance
A Corner Link 10 with stronger rigidity is put, and is reliably anchored itself and cement fibrolite plate with from rivet 11, is referred to attached
Fig. 3.
Wherein, before cement fibrolite plate 1 is installed just on the inside of it by quincuncial arrangement rectangular cam 5（Why plum blossom is pressed
Shape is without being because under some circumstances, the quincunx number of lugs for needing to arrange is saved into compared to less by rectangular arrangement
This）, the width of rectangular cam 5, which is more than, indulges muscle diameter, and the thickness of rectangular cam 5, which is equal to, to be pressed《Code for design of concrete structures》Regulation
Thickness of concrete cover subtract Cement fibre plate thickness.
A corner angle steel 2, four corners are vertically placed at a certain distance in four corners in the outside of cement fibrolite plate 1
Connected between angle steel 2 with connector 4.The one end of connector 4 is anchored in the partial groove 7 of corner angle steel 2, and by the way that bolt 3 is inserted
Mode to bolt hole 6 is anchored.The other end of connector 4 is anchored in the insertion groove 8 of corner angle steel 2, when being adjusted to
When being adapted to the width of reinforced column, also anchored by way of bolt 3 is inserted into bolt hole 6, in this one end,
Bolt 3 wears angle steel bolt hole 9 through shown in accompanying drawing 4.
When construction is finished, when concrete reaches and condenses hardening strength, the corner angle steel 2 in the outside of fiber cement board 1 is removed
With connector 4, the corner angle steel 2 removed and connector 4 can be reused next time according to the adjustment of column section size.Cement is fine
The appearance looks elegant of plate 1 is tieed up, sometimes outer wall also can be used directly without paint coating again.
Claims (4)
1. a kind of reinforced column constructing device of free removal template, including column type steel reinforcement cage, it is characterised in that：The reinforcing bar
The cement fibrolite plate of linking closing surface of reinforcing cage is provided with the outside of cage（1）, cement fibrolite plate（1）Inner surface on be provided with and be in
The rectangular cam of quincunx distribution（5）；It is connected cement fibrolite plate two-by-two（1）Outside linking angle in the vertical direction be arranged at intervals
There is corner angle steel（2）, corner angle steel adjacent two-by-two in same level（2）Between be equipped with connector（4）.
2. the reinforced column constructing device of free removal template according to claim 1, it is characterised in that：The corner
Angle steel（2）Two sides on the inside of be respectively arranged with partial groove（7）With insertion groove（8）, connector（4）It is located in two adjacent angulars
Portion's angle steel（2）On, and connector（2）One end be located at partial groove（7）Interior, the other end passes insertion groove（8）.
3. the reinforced column constructing device of free removal template according to claim 1, it is characterised in that：The corner
Angle steel（2）Top surface on be provided with and wear angle steel bolt hole（9）, connector（4）Top surface on be provided with corresponding bolt hole（6）.
4. the reinforced column constructing device of free removal template according to claim 1, it is characterised in that：The two-phase
Adjacent cement fibrolite plate（1）Inside angle part in the vertical direction be arranged at intervals with Corner Link（10）, Corner Link（10）
By from rivet（11）Connect cement fibrolite plate（1）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710681638.XA CN107313554A (en) | 2017-08-10 | 2017-08-10 | A kind of reinforced column constructing device of free removal template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710681638.XA CN107313554A (en) | 2017-08-10 | 2017-08-10 | A kind of reinforced column constructing device of free removal template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107313554A true CN107313554A (en) | 2017-11-03 |
Family
ID=60170697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710681638.XA Pending CN107313554A (en) | 2017-08-10 | 2017-08-10 | A kind of reinforced column constructing device of free removal template |
Country Status (1)
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| CN (1) | CN107313554A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108081448A (en) * | 2017-12-11 | 2018-05-29 | 安徽海龙建筑工业有限公司 | It is a kind of to integrate decoration, electromechanical prefabricated GRC formwork structures column production technology |
| CN108545593A (en) * | 2018-05-14 | 2018-09-18 | 合肥智慧龙图腾知识产权股份有限公司 | A kind of tower crane handling plank shackle member |
| CN110409813A (en) * | 2019-08-16 | 2019-11-05 | 辰泰(广德)智能装配建筑股份有限公司 | Exempt to split into type beam forms, formwork structure and construction process containing steel reinforcement cage |
| CN110409811A (en) * | 2019-08-16 | 2019-11-05 | 辰泰(广德)智能装配建筑股份有限公司 | Exempt to split into type column template, formwork structure and construction process containing steel reinforcement cage |
| WO2019222891A1 (en) * | 2018-05-21 | 2019-11-28 | 增城市碧桂园物业发展有限公司 | Concrete column and construction method thereof |
| CN111021630A (en) * | 2019-12-03 | 2020-04-17 | 中铁建设集团有限公司 | Section steel concrete column and semi-assembly type construction method thereof |
| CN111411739A (en) * | 2019-01-04 | 2020-07-14 | 中国京冶工程技术有限公司 | Assembly type high-ductility cement sleeve cast-in-place concrete combined column free of mold disassembly |
| CN114072560A (en) * | 2019-05-13 | 2022-02-18 | 桑菲斯株式会社 | Combined structure of pre-assembled steel bar assembly and light permanent casting mould for steel composite concrete part |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1769619A (en) * | 2005-11-17 | 2006-05-10 | 北京城建集团有限责任公司 | Concrete column employing steel box as permanent template and construction method thereof |
| CN205617791U (en) * | 2016-04-17 | 2016-10-05 | 郑州大学综合设计研究院有限公司 | Novel rectangular cross section concrete column moulded die plate body system |
| CN106032692A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integral pouring molding construction method for reinforced concrete column |
| CN207160418U (en) * | 2017-08-10 | 2018-03-30 | 滨州学院 | A kind of reinforced column constructing device of free removal template |
-
2017
- 2017-08-10 CN CN201710681638.XA patent/CN107313554A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1769619A (en) * | 2005-11-17 | 2006-05-10 | 北京城建集团有限责任公司 | Concrete column employing steel box as permanent template and construction method thereof |
| CN106032692A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integral pouring molding construction method for reinforced concrete column |
| CN205617791U (en) * | 2016-04-17 | 2016-10-05 | 郑州大学综合设计研究院有限公司 | Novel rectangular cross section concrete column moulded die plate body system |
| CN207160418U (en) * | 2017-08-10 | 2018-03-30 | 滨州学院 | A kind of reinforced column constructing device of free removal template |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108081448A (en) * | 2017-12-11 | 2018-05-29 | 安徽海龙建筑工业有限公司 | It is a kind of to integrate decoration, electromechanical prefabricated GRC formwork structures column production technology |
| CN108545593A (en) * | 2018-05-14 | 2018-09-18 | 合肥智慧龙图腾知识产权股份有限公司 | A kind of tower crane handling plank shackle member |
| CN108545593B (en) * | 2018-05-14 | 2019-10-29 | 江苏易明昌建设工程有限公司 | A kind of tower crane handling plate shackle member |
| WO2019222891A1 (en) * | 2018-05-21 | 2019-11-28 | 增城市碧桂园物业发展有限公司 | Concrete column and construction method thereof |
| CN111411739A (en) * | 2019-01-04 | 2020-07-14 | 中国京冶工程技术有限公司 | Assembly type high-ductility cement sleeve cast-in-place concrete combined column free of mold disassembly |
| CN114072560A (en) * | 2019-05-13 | 2022-02-18 | 桑菲斯株式会社 | Combined structure of pre-assembled steel bar assembly and light permanent casting mould for steel composite concrete part |
| CN110409813A (en) * | 2019-08-16 | 2019-11-05 | 辰泰(广德)智能装配建筑股份有限公司 | Exempt to split into type beam forms, formwork structure and construction process containing steel reinforcement cage |
| CN110409811A (en) * | 2019-08-16 | 2019-11-05 | 辰泰(广德)智能装配建筑股份有限公司 | Exempt to split into type column template, formwork structure and construction process containing steel reinforcement cage |
| CN111021630A (en) * | 2019-12-03 | 2020-04-17 | 中铁建设集团有限公司 | Section steel concrete column and semi-assembly type construction method thereof |
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