CN105926823A - Cavity mesh formwork member - Google Patents

Cavity mesh formwork member Download PDF

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Publication number
CN105926823A
CN105926823A CN201610464513.7A CN201610464513A CN105926823A CN 105926823 A CN105926823 A CN 105926823A CN 201610464513 A CN201610464513 A CN 201610464513A CN 105926823 A CN105926823 A CN 105926823A
Authority
CN
China
Prior art keywords
expansion web
muscle expansion
type reinforcement
cavity
muscle
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
CN201610464513.7A
Other languages
Chinese (zh)
Inventor
骆东伟
赵红郎
林宛云
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Zhenghe Building Net Mold Co Ltd
Original Assignee
Zhejiang Zhenghe Building Net Mold Co 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 Zhejiang Zhenghe Building Net Mold Co Ltd filed Critical Zhejiang Zhenghe Building Net Mold Co Ltd
Priority to CN201610464513.7A priority Critical patent/CN105926823A/en
Publication of CN105926823A publication Critical patent/CN105926823A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/24Elements for building-up floors, ceilings, roofs, arches, or beams
    • E04C1/34Elements for building-up floors, ceilings, roofs, arches, or beams designed for use as filling elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention relates to a cavity mesh formwork member. The cavity mesh formwork member comprises a first ribbed expanded mesh and a second ribbed expanded mesh, wherein the first ribbed expanded mesh is in snap-fit with the second ribbed expanded mesh, and a closed cavity is formed between the first ribbed expanded mesh and the second ribbed expanded mesh; one end of the second ribbed expanded mesh is continuously bent so as to form a supporting part, and the second ribbed expanded mesh and the supporting part are integrated; the supporting part is located in the cavity. The cavity mesh formwork member provided by the invention has the advantages that the load-bearing capacity is high, the number of components is small, the processing and assembling are convenient, the structure is stable, the weight is light, and the like.

Description

A kind of cavity net module
[technical field]
The present invention relates to a kind of building element, be specifically related to a kind of cavity net module, it can use when casting concrete, or through moulding, embossment, the covering member of surface rendering formation hollow, belongs to building element technical field.
[background technology]
Prior art hollow concrete building element is during construction casting, and mainly employing is fabricated to pattern and forms interior mould cavity, in order to improve bulk strength, it is also possible to arrange some reinforcing bars.While it is true, the cavity building element using said method to make makes trouble, bulk strength is the most poor, and weight capacity is weak, and cost is high, weight is big.
At present, some building elements also have the net membrane module used as described in People's Republic of China's patent of invention the 201310199196.7th, thus substantially increase the structural strength of building element, achieve batch production, industrialization, make reinforced bar engineering complete in factory with template type engineering, but, many defects such as it is many that this net membrane module there is also required accessory, assembling trouble, Heavy Weight.
Therefore, for solving above-mentioned technical problem, the cavity net module of a kind of innovation of necessary offer, to overcome described defect of the prior art.
[summary of the invention]
For solving the problems referred to above, it is an object of the invention to provide a kind of weight capacity strong, building block is processed easy to assembly less, and lightweight cavity net module.
For achieving the above object, the technical scheme that the present invention takes is: a kind of cavity net module, it includes that first has muscle expansion web and second to have muscle expansion web;Wherein, described first has muscle expansion web to be fastened on second has on muscle expansion web, forms the cavity of a closing between the two;Described second has one end of muscle expansion web to be bent to form a supporting part continuously, and second to have muscle expansion web and supporting part be integral type;Described support zone is in cavity.
The cavity net module of the present invention is further arranged to: described first has muscle expansion web and second to have muscle expansion web by there being cutting bending on muscle expansion web to form, and its thickness is 0.30 ~ 0.65mm.
The cavity net module of the present invention is further arranged to: described first has muscle expansion web, second have on muscle expansion web and be all disposed with some V-type reinforcements;Described first has muscle expansion web and second to have the V-type reinforcement vertical direction of muscle expansion web junction superimposed.
The cavity net module of the present invention is further arranged to: described V-type reinforcement is towards outer lug, and its height is 5 ~ 26mm.
The cavity net module of the present invention is further arranged to: described supporting part has V-type reinforcement, upper surface, lower surface and joint face;Described upper surface is superimposed on first to be had on muscle expansion web, and the V-type reinforcement of upper surface and first has the V-type reinforcement of muscle expansion web to intersect vertically;Described lower surface is superimposed on second to be had on muscle expansion web, and the V-type reinforcement of lower surface and second has the V-type reinforcement of muscle expansion web to be superimposed;Described joint face connects upper surface and/or lower surface.
The cavity net module of the present invention is further arranged to: described joint face and upper surface, the perpendicular connection of lower surface.
The cavity net module of the present invention is further arranged to: described upper surface is at least provided with 2.
The cavity net module of the present invention is also configured to: described supporting part has V-type reinforcement, upper surface and joint face;Described upper surface is superimposed on first to be had on muscle expansion web, and the V-type reinforcement of upper surface and first has the V-type reinforcement on muscle expansion web to intersect vertically;Described joint face connects upper surface, and the V-type reinforcement on joint face is vertically supported first to be had the V-type reinforcement of muscle expansion web, second having between the V-type reinforcement of muscle expansion web.
Compared with prior art, there is advantages that the cavity net module of the present invention has weight capacity strong, the plurality of advantages such as building block is processed easy to assembly less, and lightweight, sound construction.
[accompanying drawing explanation]
Fig. 1 is the axonometric chart of the cavity net module of the present invention.
Fig. 2 is the three-dimensional exploded view of the cavity net module first embodiment of the present invention.
Fig. 3 is the sectional drawing of first embodiment.
Fig. 4 is the axonometric chart that the second of the second embodiment has muscle expansion web.
Fig. 5 is the sectional drawing of the second embodiment.
Fig. 6 is the axonometric chart that the second of the 3rd embodiment has muscle expansion web.
Fig. 7 is the sectional drawing of the 3rd embodiment.
[detailed description of the invention]
Referring to shown in Figure of description 1 to accompanying drawing 3, it is the first embodiment of a kind of cavity net module of the present invention, and it is made up of muscle expansion web 2 two parts muscle expansion web 1 and second by first.Described first has muscle expansion web 1 and second to have muscle expansion web 2 by there being cutting bending on muscle expansion web to form, its thickness is 0.30 ~ 0.65mm, and use sole material have muscle expansion web, production cost can be substantially reduced, and these 2 parts assembling aspects, meanwhile, the Percolation Threshold Effect with the presence of muscle expansion web can make also to have bottom net die component slurry.
Wherein, described first has muscle expansion web 1 to be fastened on second has on muscle expansion web 2, forms the cavity 4 of a closing between the two.Described second has one end of muscle expansion web 2 to be bent to form a supporting part 3 continuously, and second to have muscle expansion web 2 and supporting part 3 be integral type;Described supporting part 3 is positioned at cavity 4.
Described first having muscle expansion web 1, second have on muscle expansion web 2 and be all disposed with some V-type reinforcements 5, by arranging described V-type reinforcement 5, it, to the effect of Os Draconis, decreases bound edge operation.
Described first has muscle expansion web 1 and second to have V-type reinforcement 5 vertical direction of muscle expansion web 2 junction superimposed, thus greatly adds the comprcssive strength of net mould.Described V-type reinforcement 5 is towards outer lug, and its height is 5 ~ 26mm.
Further, described supporting part 3 has V-type reinforcement 5, upper surface 31, lower surface 32 and joint face 33.Described upper surface 31 is superimposed on first to be had on muscle expansion web 1, to increase bulk strength and rigidity, and reduces spillage.And the V-type reinforcement 5 of upper surface 31 and first has the V-type reinforcement 5 of muscle expansion web 1 to intersect vertically.Described lower surface 32 is superimposed on second to be had on muscle expansion web 2 so that slurry can go directly bottom net mould.And the V-type reinforcement 5 of lower surface 32 and second has the V-type reinforcement 5 of muscle expansion web 2 to be superimposed.Described joint face connects upper surface and/or lower surface, in the present embodiment, described joint face 33 and upper surface 31, the perpendicular connection of lower surface 32.Described upper surface 31 is provided with 2, naturally it is also possible to increase and decrease as required.
Refer to shown in Figure of description 4 to accompanying drawing 5, it is second embodiment of a kind of cavity net module of the present invention, it is with the difference of first embodiment: it second has the upper surface 31 ' of supporting part 3 of muscle expansion web 2 and lower surface 32 ' to be equipped with 1, and the width of lower surface 32 ' is more than upper surface 31 ' width.
Referring to shown in Figure of description 6 to accompanying drawing 7, it is the 3rd embodiment of a kind of cavity net module of the present invention, and it is with the difference of first and second embodiment: its supporting part 3 has V-type reinforcement 5, upper surface 31 ' ' and joint face 33 ' ';The V-type reinforcement 5 and first of described upper surface 31 ' ' be superimposed on first have on muscle expansion web 1, and upper surface 31 ' ' has the V-type reinforcement 5 on muscle expansion web 1 to intersect vertically;Described joint face 33 ' ' connect upper surface 31 ' ', joint face 33 ' ' on V-type reinforcement 5 vertically support and first having the V-type reinforcement 5 of muscle expansion web 1, second having between the V-type reinforcement 5 of muscle expansion web 2, thus play a supporting role.
The cavity net module of the present invention can be used for casting concrete hollow unit, the built-in cavity net mould of external mould frame, and interior mould plays sizing, positions, exempts to tear open and bear the effect of construction operation load, and casting concrete becomes one and exempts from form removal hollow unit.
The cavity net module of the present invention is also applied in combination with multiple, space between net die component and net die component requires arrangement of reinforcement according to design, just can play cover half effect, save substantial amounts of support and template, large area coupling beam underground ceiling, the pouring of plate can be largely used to, base plate one-shot forming, exempts from earthing furred ceiling, it is possible to use as air heat insulation heat-insulation layer.
The cavity net module of the present invention also can be through moulding, and embossment, surface are painted the covering member forming hollow, and had high intensity.
Above detailed description of the invention is only the preferred embodiment of this creation, and not in order to limit this creation, all any modification, equivalent substitution and improvement etc. done within this spirit created and principle, within should be included in the protection domain of this creation.

Claims (8)

1. a cavity net module, it is characterised in that: include that first has muscle expansion web and second to have muscle expansion web;Wherein, described first has muscle expansion web to be fastened on second has on muscle expansion web, forms the cavity of a closing between the two;Described second has one end of muscle expansion web to be bent to form a supporting part continuously, and second to have muscle expansion web and supporting part be integral type;Described support zone is in cavity.
2. cavity net module as claimed in claim 1, it is characterised in that: described first has muscle expansion web and second to have muscle expansion web by there being cutting bending on muscle expansion web to form, and its thickness is 0.30 ~ 0.65mm.
3. cavity net module as claimed in claim 1, it is characterised in that: described first there is muscle expansion web, second have on muscle expansion web and be all disposed with some V-type reinforcements;Described first has muscle expansion web and second to have the V-type reinforcement vertical direction of muscle expansion web junction superimposed.
4. cavity net module as claimed in claim 3, it is characterised in that: described V-type reinforcement is towards outer lug, and its height is 5 ~ 26mm.
5. cavity net module as claimed in claim 1, it is characterised in that: described supporting part has V-type reinforcement, upper surface, lower surface and joint face;Described upper surface is superimposed on first to be had on muscle expansion web, and the V-type reinforcement of upper surface and first has the V-type reinforcement of muscle expansion web to intersect vertically;Described lower surface is superimposed on second to be had on muscle expansion web, and the V-type reinforcement of lower surface and second has the V-type reinforcement of muscle expansion web to be superimposed;Described joint face connects upper surface and/or lower surface.
6. cavity net module as claimed in claim 5, it is characterised in that: described joint face and upper surface, the perpendicular connection of lower surface.
7. cavity net module as claimed in claim 6, it is characterised in that: described upper surface is at least provided with 2.
8. cavity net module as claimed in claim 1, it is characterised in that: described supporting part has V-type reinforcement, upper surface and joint face;Described upper surface is superimposed on first to be had on muscle expansion web, and the V-type reinforcement of upper surface and first has the V-type reinforcement on muscle expansion web to intersect vertically;Described joint face connects upper surface, and the V-type reinforcement on joint face is vertically supported first to be had the V-type reinforcement of muscle expansion web, second having between the V-type reinforcement of muscle expansion web.
CN201610464513.7A 2016-06-24 2016-06-24 Cavity mesh formwork member Pending CN105926823A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610464513.7A CN105926823A (en) 2016-06-24 2016-06-24 Cavity mesh formwork member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610464513.7A CN105926823A (en) 2016-06-24 2016-06-24 Cavity mesh formwork member

Publications (1)

Publication Number Publication Date
CN105926823A true CN105926823A (en) 2016-09-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021258685A1 (en) * 2020-06-24 2021-12-30 阿博建材(昆山)有限公司 Cast-in-place concrete cage cavity floor slab

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1585430A (en) * 1925-08-28 1926-05-18 Smith Horace Frank Manufacture or production of hollow concrete floors, beams, and slabs
US2330345A (en) * 1941-08-30 1943-09-28 Rca Corp Package
DE1066005B (en) * 1956-12-14 1959-09-24 Waldhof Zellstoff Fab HOLLOW FILLER FOR REINFORCED CONCRETE SLABS
GB1305969A (en) * 1969-06-04 1973-02-07
GB2152097A (en) * 1983-12-24 1985-07-31 Mero Werke Kg Self-supporting composite panel for double floors, ceilings or the like
CN2576849Y (en) * 2002-09-09 2003-10-01 良固建筑材料(上海)有限公司 Parallel-net wall-building formwork
JP3484113B2 (en) * 1999-10-06 2004-01-06 大雄鋼業株式会社 Net formwork, formwork structure and formwork installation method
CN104631682A (en) * 2015-02-13 2015-05-20 王本淼 Manufacturing method of steel mesh member used for forming holes of hollow floor slab
CN105239710A (en) * 2015-11-02 2016-01-13 郭伍常 Combined metal filling box with slurry blocking pieces
CN105332455A (en) * 2015-11-24 2016-02-17 郭伍常 Ventilation metal filling tank
CN105421663A (en) * 2015-12-23 2016-03-23 王本淼 Ribbed steel engraved mesh for cast-in-place cavity floor
CN105507483A (en) * 2016-01-25 2016-04-20 王勇 Anti-upward floating self-positioning steel mesh frame light structure box
CN205935368U (en) * 2016-06-24 2017-02-08 浙江正合建筑网模有限公司 Cavity wire mould spare

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1585430A (en) * 1925-08-28 1926-05-18 Smith Horace Frank Manufacture or production of hollow concrete floors, beams, and slabs
US2330345A (en) * 1941-08-30 1943-09-28 Rca Corp Package
DE1066005B (en) * 1956-12-14 1959-09-24 Waldhof Zellstoff Fab HOLLOW FILLER FOR REINFORCED CONCRETE SLABS
GB1305969A (en) * 1969-06-04 1973-02-07
GB2152097A (en) * 1983-12-24 1985-07-31 Mero Werke Kg Self-supporting composite panel for double floors, ceilings or the like
JP3484113B2 (en) * 1999-10-06 2004-01-06 大雄鋼業株式会社 Net formwork, formwork structure and formwork installation method
CN2576849Y (en) * 2002-09-09 2003-10-01 良固建筑材料(上海)有限公司 Parallel-net wall-building formwork
CN104631682A (en) * 2015-02-13 2015-05-20 王本淼 Manufacturing method of steel mesh member used for forming holes of hollow floor slab
CN105239710A (en) * 2015-11-02 2016-01-13 郭伍常 Combined metal filling box with slurry blocking pieces
CN105332455A (en) * 2015-11-24 2016-02-17 郭伍常 Ventilation metal filling tank
CN105421663A (en) * 2015-12-23 2016-03-23 王本淼 Ribbed steel engraved mesh for cast-in-place cavity floor
CN105507483A (en) * 2016-01-25 2016-04-20 王勇 Anti-upward floating self-positioning steel mesh frame light structure box
CN205935368U (en) * 2016-06-24 2017-02-08 浙江正合建筑网模有限公司 Cavity wire mould spare

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021258685A1 (en) * 2020-06-24 2021-12-30 阿博建材(昆山)有限公司 Cast-in-place concrete cage cavity floor slab

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Application publication date: 20160907