CN106801513A - A kind of fast and easily construction column template of loss prevention - Google Patents

A kind of fast and easily construction column template of loss prevention Download PDF

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Publication number
CN106801513A
CN106801513A CN201710064560.7A CN201710064560A CN106801513A CN 106801513 A CN106801513 A CN 106801513A CN 201710064560 A CN201710064560 A CN 201710064560A CN 106801513 A CN106801513 A CN 106801513A
Authority
CN
China
Prior art keywords
template
steel strand
strand wires
hole
block
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
CN201710064560.7A
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Chinese (zh)
Inventor
彭宝安
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.)
Jingmen Chuangjia Machinery Technology Co Ltd
Original Assignee
Jingmen Chuangjia Machinery Technology 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 Jingmen Chuangjia Machinery Technology Co Ltd filed Critical Jingmen Chuangjia Machinery Technology Co Ltd
Priority to CN201710064560.7A priority Critical patent/CN106801513A/en
Publication of CN106801513A publication Critical patent/CN106801513A/en
Pending legal-status Critical Current

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Classifications

    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

A kind of fast and easily construction column template of loss prevention of the present invention is mainly used in building engineering field construction column template, and its convenience quick for installation, template can be used repeatedly and will not be broken in storage, transportation;The present invention is mainly made up of template A, template B, steel strand wires, locking system, inflator pump;Main installation methods of the invention are:First installation form A, the through hole of multiple inflator pumps is enclosed within multiple steel strand wires of template A one by one, then installation form B, multiple holes of template B are made to pass through steel strand wires, the hole of locking system is also through steel strand wires simultaneously, in the hole that upper and lower two pieces of arc wedges insertion multiple arcs block is formed, stretch steel strand wires, rotate butterfly nut from left to right again, butterfly nut can oppress multiple arcs block, the hole diameter for being formed multiple arcs block reduces, so as to compress upper and lower two pieces of arc wedges, steel strand wires are clamped, so template A and template B can just clamp the building block on constructional column both sides, formwork work is completed.

Description

A kind of fast and easily construction column template of loss prevention
Technical field
Present invention is mainly used for building engineering field construction column template.
Background technology
Just scrapped through having enough to meet the need several times in building engineering field installation constitution column template time-consuming but also template of not only taking a lot of work at present Can not use, cause the waste of material.
The content of the invention
The present invention solves above mentioned problem, its convenience quick for installation, template can be used repeatedly and will not storage, Broken in transportation;It is of the invention main by template A(1), template B(2), steel strand wires(3), locking system(4), inflator pump(6) Composition;Steel strand wires(3)Left end and template A(1)Medial surface fix, template B(2)There are multiple holes(10);Locking system(4)It is main Will be by arc block(5), hollow screw(13), arc wedge(14), baffle plate(15), butterfly nut(16)Composition, baffle plate(15)A left side End and template B(2)It is fixed, hollow screw(13)Left end and baffle plate(15)Right-hand member fix, hollow screw(13)Right half section It is divided into multiple arcs block(5), arc block(5)There is the inclined plane for becoming larger from left to right, similarly hollow screw(13)'s Diameter is also to become larger from left to right, upper and lower two pieces of arc wedges(14)Insertion multiple arcs block(5)In the hole for being formed, Butterfly nut(16)It is enclosed within hollow screw(13)On, butterfly nut is rotated from left to right(16), can be by multiple arcs block(5)Institute The hole diameter of formation reduces, baffle plate(15)Centre be provided with hole;Inflator pump(6)Mainly by barrel(7), cavity(8), through hole (9)Composition, inside and outside barrel(7)And the barrel at left and right two ends(7)One cavity of closing of composition(8), cavity(8)It is interior full of compression Air, the inflator pump full of compressed air(6)Be longitudinally formed a through hole(9);Main operational principle of the invention and construction Method is:First the routinely building block on construction method constructing structure post both sides, stays and sets gingival cyst of mucous gland in the newborn interface and indwelling tension rib, then install mould Plate A(1), by multiple inflator pumps(6)Through hole(9)Template A is enclosed within one by one(1)Multiple steel strand wires(3)On, then installation form B(2), make template B(2)Multiple holes(10)Through multiple steel strand wires(3), while locking system(4)Hole also through steel strand wires (3), by upper and lower two pieces of arc wedges(14)Insertion multiple arcs block(5)In the hole for being formed, steel strand wires are stretched(3), then from a left side To right rotation butterfly nut(16), butterfly nut(16)Multiple arcs block can be oppressed(5), make multiple arcs block(5)Formed Hole diameter reduces, so as to compress upper and lower two pieces of arc wedges(14), by steel strand wires(3)Clamp, such template A(1)With template B (2)The building block on constructional column both sides can be just clamped, formwork work is completed, and the concrete of constructional column is finally poured according to a conventional method; After constructional column concrete reaches some strength, when needing form removal, butterfly nut is first rotated backward(16), multiple arcs block (5)Can resilience reset, upper and lower two pieces of arc wedges(14)Lose to steel strand wires(3)Chucking power, can successfully remove very much mould Plate, inflator pump(6)To for good and all stay in constructional column concrete, finally by inflator pump(6)Barrel(7)Puncture, bleed off air, Hole is filled up with mortar again, whole Constructional Col-umn Construction is completed;Need explanation:Template A(1)With template B(2)Size it is consistent, template A (1)Multiple steel strand wires(3)With template B(2)Multiple holes(10)It is one-to-one relation.
Brief description of the drawings
Description of reference numerals:1- templates A, 2- template B, 3- steel strand wires, 4- locking systems, 5- arc blocks, 6- inflator pumps, 7- Barrel, 8- cavitys, 9- through holes, 10- holes, 11- building blocks, 12- constructional columns, 13- hollow screws, 14- arc wedges, 15- baffle plates, 16- Butterfly nut.
Fig. 1 is plan cross-sectional schematic diagram of the invention.
Fig. 2 is the facade section of inflator pump of the present invention.
Fig. 3 is the cross-sectional view of inflator pump of the present invention.
Fig. 4 is the part plan section drawing of template A of the present invention.
Fig. 5 is the section plan of template B of the present invention.
Fig. 6 is elevational schematic view of the invention.
Fig. 7 is that the right side of locking system of the present invention 4 regards elevation.
Fig. 8 is the front elevation view of locking system of the present invention 4.
Fig. 9 is the positive sectional elevation of locking system of the present invention 4.
Figure 10 is the profile of the upper and lower two arc wedges 14 of the present invention.
Figure 11 is that the right side of the upper and lower two arc wedges 14 of the present invention regards elevation.
Specific embodiment
The content of the invention has been described in detail specific embodiment of the invention, is not repeated herein;Need explanation:Inflator pump 6 It is general by factory by size requirement pre-production completion, inflator pump 6 or manufactured with plastic sheeting, or use other materials system Make, its Main Function is to isolate steel strand wires 3 with the concrete of constructional column, be easy to steel strand wires 3 to be pulled out from the concrete of hardening; Inflator pump 6 can substitute the plastic bushing of current conventional use of Screw arbor with nut at both-ends completely, and its manufacturing cost is lower than plastic bushing to be obtained It is many;Steel strand wires 3 are flexible, will not be broken in storage, transportation.

Claims (1)

1. the fast and easily construction column template of a kind of loss prevention, it is characterized in that:It is main by template A(1), template B(2), steel twist Line(3), locking system(4), inflator pump(6)Composition;Steel strand wires(3)Left end and template A(1)Medial surface fix, template B (2)There are multiple holes(10);Locking system(4)Mainly by arc block(5), hollow screw(13), arc wedge(14), baffle plate(15), Butterfly nut(16)Composition, baffle plate(15)Left end and template B(2)It is fixed, hollow screw(13)Left end and baffle plate(15)'s Right-hand member is fixed, hollow screw(13)Right half section be divided into multiple arcs block(5), arc block(5)Have and become larger from left to right Inclined plane, similarly hollow screw(13)Diameter be also to become larger from left to right, upper and lower two pieces of arc wedges(14)Insert Enter multiple arcs block(5)In the hole for being formed, butterfly nut(16)It is enclosed within hollow screw(13)On, butterfly is rotated from left to right Nut(16), can be by multiple arcs block(5)The hole diameter for being formed reduces, baffle plate(15)Centre be provided with hole;Inflator pump (6)Mainly by barrel(7), cavity(8), through hole(9)Composition, inside and outside barrel(7)And the barrel at left and right two ends(7)One envelope of composition The cavity for closing(8), cavity(8)It is interior full of compressed air, the inflator pump full of compressed air(6)Be longitudinally formed a through hole (9);Main operational principle of the invention and construction method are:First the routinely building block on construction method constructing structure post both sides, stays If gingival cyst of mucous gland in the newborn interface and indwelling tension rib, then installation form A(1), by multiple inflator pumps(6)Through hole(9)Template A is enclosed within one by one (1)Multiple steel strand wires(3)On, then installation form B(2), make template B(2)Multiple holes(10)Through multiple steel strand wires (3), while locking system(4)Hole also through steel strand wires(3), by upper and lower two pieces of arc wedges(14)Insertion multiple arcs block(5) In the hole for being formed, steel strand wires are stretched(3), then butterfly nut is rotated from left to right(16), butterfly nut(16)Can oppress many Individual arc block(5), make multiple arcs block(5)The hole diameter for being formed reduces, so as to compress upper and lower two pieces of arc wedges(14), will Steel strand wires(3)Clamp, such template A(1)With template B(2)The building block on constructional column both sides can be just clamped, formwork work is completed, The last concrete for pouring constructional column according to a conventional method;After constructional column concrete reaches some strength, when needing form removal, first Rotate backward butterfly nut(16), multiple arcs block(5)Can resilience reset, upper and lower two pieces of arc wedges(14)Lose to steel strand wires (3)Chucking power, can very successfully form removal, inflator pump(6)To for good and all stay in constructional column concrete, will finally fill Inflator(6)Barrel(7)Puncture, bleed off air, then hole is filled up with mortar, whole Constructional Col-umn Construction is completed;Need explanation:Template A(1)With template B(2)Size it is consistent, template A(1)Multiple steel strand wires(3)With template B(2)Multiple holes(10)It is one by one Corresponding relation.
CN201710064560.7A 2017-02-05 2017-02-05 A kind of fast and easily construction column template of loss prevention Pending CN106801513A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710064560.7A CN106801513A (en) 2017-02-05 2017-02-05 A kind of fast and easily construction column template of loss prevention

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710064560.7A CN106801513A (en) 2017-02-05 2017-02-05 A kind of fast and easily construction column template of loss prevention

Publications (1)

Publication Number Publication Date
CN106801513A true CN106801513A (en) 2017-06-06

Family

ID=58988484

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710064560.7A Pending CN106801513A (en) 2017-02-05 2017-02-05 A kind of fast and easily construction column template of loss prevention

Country Status (1)

Country Link
CN (1) CN106801513A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20090001153A (en) * 2007-06-29 2009-01-08 (주)화인테크 Transformable formwork apparatus for construction of concrete column and construction process of concrete column using the same
CN201531116U (en) * 2009-09-28 2010-07-21 黄明富 Through-wall guiding pipe capable of being used circularly
CN203238945U (en) * 2013-05-12 2013-10-16 中国十七冶集团有限公司 Concrete constructional column template supporting and sizing device
CN203834934U (en) * 2014-04-01 2014-09-17 中建城市建设发展有限公司 Constructional column template erecting structure
CN104631820A (en) * 2015-01-17 2015-05-20 新八建设集团有限公司 Device for fixing concrete formwork through opposite pulling of steel strand

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20090001153A (en) * 2007-06-29 2009-01-08 (주)화인테크 Transformable formwork apparatus for construction of concrete column and construction process of concrete column using the same
CN201531116U (en) * 2009-09-28 2010-07-21 黄明富 Through-wall guiding pipe capable of being used circularly
CN203238945U (en) * 2013-05-12 2013-10-16 中国十七冶集团有限公司 Concrete constructional column template supporting and sizing device
CN203834934U (en) * 2014-04-01 2014-09-17 中建城市建设发展有限公司 Constructional column template erecting structure
CN104631820A (en) * 2015-01-17 2015-05-20 新八建设集团有限公司 Device for fixing concrete formwork through opposite pulling of steel strand

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Application publication date: 20170606

RJ01 Rejection of invention patent application after publication