CN106978865A - A kind of constructional column, which is poured, exempts from formwork prefabricated components - Google Patents

A kind of constructional column, which is poured, exempts from formwork prefabricated components Download PDF

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Publication number
CN106978865A
CN106978865A CN201710410849.XA CN201710410849A CN106978865A CN 106978865 A CN106978865 A CN 106978865A CN 201710410849 A CN201710410849 A CN 201710410849A CN 106978865 A CN106978865 A CN 106978865A
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CN
China
Prior art keywords
device main
main body
construction
prefabricated components
poured
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
Application number
CN201710410849.XA
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Chinese (zh)
Inventor
孙忠国
訾建涛
张传浩
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China Construction Seventh Engineering Division Corp Ltd
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China Construction Seventh Engineering Division Corp 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 China Construction Seventh Engineering Division Corp Ltd filed Critical China Construction Seventh Engineering Division Corp Ltd
Priority to CN201710410849.XA priority Critical patent/CN106978865A/en
Publication of CN106978865A publication Critical patent/CN106978865A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
    • 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

Abstract

Poured the invention discloses a kind of constructional column and exempt from formwork prefabricated components, including the first device main body, the side of first device main body is provided with the first mounting groove, and the side of first mounting groove is provided with the first installation protrusion, and the side of first device main body is provided with the second device main body.This constructional column, which is poured, exempts from formwork prefabricated components, with reference to masonry structure scantling, structural seismic performance is considered simultaneously, formed using fine-stone concrete is prefabricated, form the prefabricated components with height stack pile with building material, it is applicable to the Constructional Col-umn Construction at different wall positions, flexible combination, it is easy to operate, completely with masonry synchronous construction, later structural column template is reduced to install, the processes such as dismounting, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional Constructional Col-umn Construction complex procedures, the problems such as waste of material, greatly reduce construction cost, accelerate engineering construction progress, with good versatility.

Description

A kind of constructional column, which is poured, exempts from formwork prefabricated components
Technical field
Poured the present invention relates to constructional column and exempt from formwork technical field of prefabricated, specifically a kind of constructional column, which is poured, exempts from formwork Prefabricated components.
Background technology
In the construction of architectural engineering masonry structure, according to《Masonry structure specification》, can be set on request in corresponding site Constructional column, so as to reach preferable structural integrity and anti-seismic performance.Due to constructional column and material of the masonry structure for unlike material Expect and construction technology is entirely different, generally require first bar planting(Or reserved joint bar), colligation constructional column steel reinforcement cage, masonry panel, stay Putting horse tooth trough, constructional column model sheetinstallat, constructional column concrete placings, constructional column form removable, constructional column column cap Local treatment etc. one is Complicated working procedure is arranged, this just badly influences masonry project integral construction quality and duration, increases material and manages into This expense.If it is desired to improving these problems, it is necessary to improve working procedure, the technique for breaking complexity is invented a kind of constructional column and poured Build and exempt from formwork prefabricated components, reach the construction construction work for carrying out, reducing model sheetinstallat synchronous with masonry structure construction of constructional column Skill.
The content of the invention
Poured it is an object of the invention to provide a kind of constructional column and exempt from formwork prefabricated components, with applying for reduction model sheetinstallat The advantage of work technique, to solve the problems mentioned in the above background technology.
To achieve the above object, the present invention provides following technical scheme:
A kind of constructional column, which is poured, exempts from formwork prefabricated components, including the first device main body, and the side of first device main body is set There is the first mounting groove, the side of first mounting groove is provided with the first installation protrusion, and the side of first device main body is set It is equipped with the second device main body.
It is used as further scheme of the invention:First mounting groove and the first shape for installing protrusion are coincide.
It is used as further scheme of the invention:First device main body is sealed with the second device main body splices.
It is used as further scheme of the invention:The first mounting groove and first is provided with second device main body and installs convex Go out.
It is used as further scheme of the invention:The quantity of first device main body and the second device main body is 2.
Compared with prior art, beneficial effect of the present invention:
This constructional column, which is poured, exempts from formwork prefabricated components, is to combine masonry structure scantling, while considering structural seismic performance, adopts Formed with fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce later structural column template and install, remove etc. Process, greatly reduces construction cost, on the basis of construction quality is ensured, efficiently solves conventional Constructional Col-umn Construction process and answers The problems such as miscellaneous, waste of material, construction cost is greatly reduced, engineering construction progress is accelerated, with good versatility.
Brief description of the drawings
Fig. 1 is the structure chart of embodiments of the invention one;
Fig. 2 is the structure chart of embodiments of the invention two;
Fig. 3 is the structure chart of embodiments of the invention three;
Fig. 4 is the structure chart of embodiments of the invention four;
Fig. 5 is the structure chart of embodiments of the invention five;.
In figure:1- first installs protrusion;The mounting grooves of 2- first;The device main bodies of 3- first;The device main bodies of 4- second;5- the 3rd Device main body;6- four device main bodys;The device main bodies of 7- the 5th;The device main bodies of 8- the 6th;The device main bodies of 9- the 7th;10- the 8th Device main body;The device main bodies of 11- the 9th;The device main bodies of 12- the tenth;The device main bodies of 13- the 11st.
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 every 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.
Referring to Fig. 1, embodiment one, a kind of constructional column, which is poured, exempts from formwork prefabricated components, including the first device main body 3, the The side of one device main body 3 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation protrusion 1, first The shape that mounting groove 2 and first installs protrusion 1 is coincide, and the side of the first device main body 3 is provided with the second device main body 4, first The first mounting groove 2 and first is provided with the sealing splicing of the device main body 4 of device main body 3 and second, the second device main body 4 and installs convex Go out 1, the quantity of the first device main body 3 and the second device main body 4 is 2, and this constructional column, which is poured, exempts from formwork prefabricated components, be to combine to build Body structural material size, while considering structural seismic performance, is formed using fine-stone concrete is prefabricated, is formed same with height with building material The prefabricated components of thickness, are applicable to the Constructional Col-umn Construction at different wall positions, flexible combination, easy to operate, completely and masonry Synchronous construction, reduces the processes such as the installation of later structural column template, dismounting, greatly reduces construction cost, is ensureing construction quality On the basis of, the problems such as efficiently solving conventional Constructional Col-umn Construction complex procedures, waste of material greatly reduces construction cost, Engineering construction progress is accelerated, with good versatility.
Referring to Fig. 2, embodiment two, a kind of constructional column, which is poured, exempts from formwork prefabricated components, including the 3rd device main body 5, the The side of three device main bodies 5 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation protrusion 1, first The shape that mounting groove 2 and first installs protrusion 1 is coincide, and the side of the 3rd device main body 5 is provided with four device main body 6, the 3rd Device main body 5 and the sealing of four device main body 6 are spliced, and the first mounting groove 2 and first is provided with four device main body 6 and installs convex Go out 1, this constructional column, which is poured, exempts from formwork prefabricated components, be to combine masonry structure scantling, while considering structural seismic performance, adopt Formed with fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce later structural column template and install, remove etc. Process, greatly reduces construction cost, on the basis of construction quality is ensured, efficiently solves conventional Constructional Col-umn Construction process and answers The problems such as miscellaneous, waste of material, construction cost is greatly reduced, engineering construction progress is accelerated, with good versatility.
Referring to Fig. 3, embodiment three, a kind of constructional column, which is poured, exempts from formwork prefabricated components, including the 5th device main body 7, the The side of five device main bodies 7 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation protrusion 1, first The shape that mounting groove 2 and first installs protrusion 1 is coincide, and the side of the 5th device main body 7 is provided with the 6th device main body 8, the 5th The first mounting groove 2 and first is provided with the sealing splicing of the device main body 8 of device main body 7 and the 6th, the 6th device main body 8 and installs convex Go out 1, this constructional column, which is poured, exempts from formwork prefabricated components, be to combine masonry structure scantling, while considering structural seismic performance, adopt Formed with fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce later structural column template and install, remove etc. Process, greatly reduces construction cost, on the basis of construction quality is ensured, efficiently solves conventional Constructional Col-umn Construction process and answers The problems such as miscellaneous, waste of material, construction cost is greatly reduced, engineering construction progress is accelerated, with good versatility.
Referring to Fig. 4, example IV, a kind of constructional column, which is poured, exempts from formwork prefabricated components, including the 7th device main body 9, the The side of seven device main bodies 9 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation protrusion 1, first The shape that mounting groove 2 and first installs protrusion 1 is coincide, and the side of the 7th device main body 9 is provided with the 8th device main body 10, the 7th The first mounting groove 2 and first is provided with the sealing splicing of the device main body 10 of device main body 9 and the 8th, the 8th device main body 10 to install Protrusion 1, this constructional column, which is poured, exempts from formwork prefabricated components, is to combine masonry structure scantling, while consider structural seismic performance, Formed using fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce later structural column template and install, remove Etc. process, construction cost is greatly reduced, on the basis of construction quality is ensured, conventional Constructional Col-umn Construction process is efficiently solved The problems such as complexity, waste of material, construction cost is greatly reduced, engineering construction progress is accelerated, with good versatility.
Referring to Fig. 5, embodiment five, a kind of constructional column, which is poured, exempts from formwork prefabricated components, including the 9th device main body 11, the The side of nine device main bodies 11 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation protrusion 1, first The shape that mounting groove 2 and first installs protrusion 1 is coincide, and the side of the 9th device main body 11 is provided with the tenth device main body 12, the The side of ten device main bodies 12 is provided with the 11st device main body 13, the 9th device main body 11, the tenth device main body 12 and the tenth The sealing splicing of one device main body 13, the first mounting groove 2 and the are provided with the tenth device main body 12 and the 11st device main body 13 One installs protrusion 1, and this constructional column, which is poured, exempts from formwork prefabricated components, is to combine masonry structure scantling, while considering that structure resists Shock stability, is formed using fine-stone concrete is prefabricated, is formed with building material with the prefabricated components of height stack pile, is applicable to different walls The Constructional Col-umn Construction of body region, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce later structural column template peace The processes such as dress, dismounting, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional constructional column The problems such as working procedure complexity, waste of material, construction cost is greatly reduced, engineering construction progress is accelerated, with good Versatility.
In summary:This constructional column, which is poured, exempts from formwork prefabricated components, is to combine masonry structure scantling, while considering knot Structure anti-seismic performance, is formed using fine-stone concrete is prefabricated, is formed with building material with the prefabricated components of height stack pile, is applicable to not It is flexible combination, easy to operate with the Constructional Col-umn Construction at wall position, completely with masonry synchronous construction, reduce later structural post mould The processes such as plate is installed, dismounting, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional structure The problems such as making complicated post working procedure, waste of material, greatly reduces construction cost, engineering construction progress is accelerated, with good Good versatility.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling Change is included in the present invention.Any reference in claim should not be considered as to the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It may be appreciated other embodiment.

Claims (5)

1. a kind of constructional column, which is poured, exempts from formwork prefabricated components, including the first device main body(3), it is characterised in that:First device Part main body(3)Side be provided with the first mounting groove(2), first mounting groove(2)Side be provided with the first installation protrusion (1), first device main body(3)Side be provided with the second device main body(4).
2. a kind of constructional column according to claim 1, which is poured, exempts from formwork prefabricated components, it is characterised in that:Described first installs Groove(2)Install and protrude with first(1)Shape coincide.
3. a kind of constructional column according to claim 1, which is poured, exempts from formwork prefabricated components, it is characterised in that:First device Main body(3)With the second device main body(4)Sealing splicing.
4. a kind of constructional column according to claim 1, which is poured, exempts from formwork prefabricated components, it is characterised in that:Second device Main body(4)On be provided with the first mounting groove(2)Protrusion is installed with first(1).
5. a kind of constructional column according to claim 1, which is poured, exempts from formwork prefabricated components, it is characterised in that:First device Main body(3)With the second device main body(4)Quantity be 2.
CN201710410849.XA 2017-06-04 2017-06-04 A kind of constructional column, which is poured, exempts from formwork prefabricated components Pending CN106978865A (en)

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Application Number Priority Date Filing Date Title
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CN201710410849.XA CN106978865A (en) 2017-06-04 2017-06-04 A kind of constructional column, which is poured, exempts from formwork prefabricated components

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111002432A (en) * 2019-07-01 2020-04-14 中国二十冶集团有限公司 Prefabricated constructional column template and using method thereof
CN113047507A (en) * 2021-03-30 2021-06-29 西北民族大学 Self-compacting light concrete heat-insulation constructional column formwork building block and construction method thereof
CN114961105A (en) * 2022-06-20 2022-08-30 中国一冶集团有限公司 Constructional column formwork-free prefabricated part and construction method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1017171U (en) * 1991-04-15 1991-12-16 Iraolagoitia Ugalde Sixto Formwork plate for the construction of pillars and the like. (Machine-translation by Google Translate, not legally binding)
CN103422606A (en) * 2013-08-14 2013-12-04 歌山建设集团有限公司 Structural column erecting-free block and construction method thereof
CN204174820U (en) * 2014-09-03 2015-02-25 中国建筑第四工程局有限公司 The building block of a kind of constructional column template
CN204370660U (en) * 2014-11-08 2015-06-03 昆山通海建材科技有限公司 Interlocking grass-planting brick
CN205062600U (en) * 2015-09-29 2016-03-02 安徽华普节能材料股份有限公司 Brick body permeates water on road surface
CN106049217A (en) * 2016-06-16 2016-10-26 昆山通海建材科技有限公司 Assembly type permeable pavement paving c, block bodies and paving structure
CN206752755U (en) * 2017-06-04 2017-12-15 中国建筑第七工程局有限公司 A kind of constructional column, which pours, exempts from formwork prefabricated components

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1017171U (en) * 1991-04-15 1991-12-16 Iraolagoitia Ugalde Sixto Formwork plate for the construction of pillars and the like. (Machine-translation by Google Translate, not legally binding)
CN103422606A (en) * 2013-08-14 2013-12-04 歌山建设集团有限公司 Structural column erecting-free block and construction method thereof
CN204174820U (en) * 2014-09-03 2015-02-25 中国建筑第四工程局有限公司 The building block of a kind of constructional column template
CN204370660U (en) * 2014-11-08 2015-06-03 昆山通海建材科技有限公司 Interlocking grass-planting brick
CN205062600U (en) * 2015-09-29 2016-03-02 安徽华普节能材料股份有限公司 Brick body permeates water on road surface
CN106049217A (en) * 2016-06-16 2016-10-26 昆山通海建材科技有限公司 Assembly type permeable pavement paving c, block bodies and paving structure
CN206752755U (en) * 2017-06-04 2017-12-15 中国建筑第七工程局有限公司 A kind of constructional column, which pours, exempts from formwork prefabricated components

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111002432A (en) * 2019-07-01 2020-04-14 中国二十冶集团有限公司 Prefabricated constructional column template and using method thereof
CN113047507A (en) * 2021-03-30 2021-06-29 西北民族大学 Self-compacting light concrete heat-insulation constructional column formwork building block and construction method thereof
CN114961105A (en) * 2022-06-20 2022-08-30 中国一冶集团有限公司 Constructional column formwork-free prefabricated part and construction method

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