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 PDF

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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
fibrolite plate
cement fibrolite
angle steel
steel
connector
Prior art date
Application number
CN201710681638.XA
Other languages
Chinese (zh)
Inventor
李晓飞
李波
Original Assignee
滨州学院
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 滨州学院 filed Critical 滨州学院
Priority to CN201710681638.XA priority Critical patent/CN107313554A/en
Publication of CN107313554A publication Critical patent/CN107313554A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, 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

A kind of reinforced column constructing device of free removal template
(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).
CN201710681638.XA 2017-08-10 2017-08-10 A kind of reinforced column constructing device of free removal template CN107313554A (en)

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

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710681638.XA 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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Cited By (5)

* Cited by examiner, † Cited by third party
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
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
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
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

Cited By (6)

* Cited by examiner, † Cited by third party
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
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
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

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