CN102877643A - Pillar plastic formwork construction method for buildings - Google Patents

Pillar plastic formwork construction method for buildings Download PDF

Info

Publication number
CN102877643A
CN102877643A CN2012104008978A CN201210400897A CN102877643A CN 102877643 A CN102877643 A CN 102877643A CN 2012104008978 A CN2012104008978 A CN 2012104008978A CN 201210400897 A CN201210400897 A CN 201210400897A CN 102877643 A CN102877643 A CN 102877643A
Authority
CN
China
Prior art keywords
plastic
pillar
formwork
formworks
plastic formwork
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.)
Granted
Application number
CN2012104008978A
Other languages
Chinese (zh)
Other versions
CN102877643B (en
Inventor
冯云
李金华
刁晓翔
王鑫
张源
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.)
TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION Co Ltd
Original Assignee
TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION 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 TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION Co Ltd filed Critical TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION Co Ltd
Priority to CN201210400897.8A priority Critical patent/CN102877643B/en
Publication of CN102877643A publication Critical patent/CN102877643A/en
Application granted granted Critical
Publication of CN102877643B publication Critical patent/CN102877643B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a pillar plastic formwork construction method for buildings. The method comprises the following steps of: (1) arranging two plastic pillar external corner formworks at each external corner part in four external corners of a square pillar body bound with reinforcing steel bars in a mutually vertical corner butt joint way, and utilizing profiled clips to connect assembling holes on ribs of the two plastic pillar external corner formworks in a clip connection way; (2) adopting the profiled clips to connect a pillar side formwork between the two plastic pillar external corner formworks located on the same side wall; (3) connecting a plurality of formwork back ridges arranged on plastic formworks on the periphery of the square pillar body along a horizontal direction at intervals; and (4) pouring concrete on the square pillar body. Due to the adoption of the method, the installation efficiency of the formwork is improved, the bearing capacity for the assembled and formed pillar plastic formwork when the pillar body is high in a vertical direction is high, the deformation is not easy to occur, the stability performances are good, the formworks are pieced closely, the safety and the reliability are achieved, and a pillar face can completely achieve an effect of bare concrete.

Description

A kind of post plastic formwork job practices for building
Technical field
The present invention relates to a kind of plastic formwork job practices, relate in particular to a kind of post of post vertical height when higher of building with the job practices of plastic formwork.
Background technology
Construction formwork is a kind of temporary structure, and it is made by designing requirement, and concrete structure, member position, physical dimension in accordance with regulations is shaped, and keeps its tram, and bears construction formwork deadweight and effect load thereon.And construction formwork is the important tool of concrete structure engineering construction.The expert points out that in Cast-in-situ Concrete Structural Engineering, form work engineering generally accounts for 20%~30% of concrete structure engineering cost, accounts for 30%~40% of the engineering amount of labour used, accounts for about 50% of the duration.Mould plate technique directly affects quality, cost and the benefit of engineering construction, so it is an important content that promotes China's Building technology progress.Plastic formwork is a kind of New Type Architecture Mode in construction formwork, can replace traditional steel form, wooden form, the lumps of wood fully.Can repeatedly have enough to meet the need use, energy-conserving and environment-protective.
Learn issued patents by retrieval:
1 application number is that the Chinese patent of CN200520109825.3 discloses " plastic formwork ", comprises panel and connected lateral frame board, perpendicular rib and cross rib.Described lateral frame board, perpendicular rib and cross rib are the plastic shaped material of PP, and described lateral frame board is positioned at the periphery of panel, and its cross section is the inequilateral right angle type, and its long limit has the installation connecting hole, then has two projections outward.This two projection forms groove with the outer end of growing the limit respectively, has been bumped into sponge bar or rubber strip in groove.This patent is not suitable for the external angle formwork at frame column place and installs.
2 application numbers are that the Chinese patent of CN200820099371.X discloses " building plastic formwork ", the disclosed a kind of building plastic formwork of the utility model, relate to the construction formwork in the building materials technology field, this building plastic formwork comprises base plate, frame around the base plate, the waling of base plate inboard, the flat formwork that the cross reinforcing of base plate inboard consists of, column template, external angle formwork, also be provided with the assistant reinforcement muscle in the base plate inboard, described assistant reinforcement muscle is positioned at frame and waling, cross reinforcing intersects in the lattice that forms, described assistant reinforcement muscle is "+" shape, " * " shape, rhombus, in the M shape one or more, joint place between described waling and cross reinforcing, waling, the joint place of cross reinforcing and frame is equipped with hard point.
3 application numbers are that the Chinese patent of CN201020105245.8 discloses " a kind of hollow plastic formwork ", the utility model discloses a kind of hollow plastic formwork, comprise the template body, are hollow hole in the described template body; Described hollow hole is square cuboid; Described hollow hole is circular cylinder.
4 application numbers are that the Chinese patent of CN200810232803.4 discloses " external corner plastic formwork for building ", the invention discloses a kind of external corner plastic formwork for building, its key is: each one of template becomes one with plastic material, the work plane of panel is external corner, be provided with horizontal bar and perpendicular muscle, angle muscle at the back side of panel, be provided with frame around the panel, frame is comprised of upper side frame, lower frame, vertical frame, and upper side frame is parallel with lower frame.In the sash that horizontal bar and the perpendicular muscle at the back side of panel consists of, be provided with auxiliary bar.
5 application numbers are that the Chinese patent of CN200810232801.5 discloses " internal corner plastic formwork for building ", the invention discloses a kind of internal corner plastic formwork for building, its key is: each one of template becomes one with plastic material, the work plane of panel is inner corner trim, be provided with horizontal bar and perpendicular muscle, angle muscle at the back side of panel, be provided with frame around the panel, frame is comprised of upper side frame, lower frame, vertical frame, and upper side frame is parallel with lower frame.
6 application numbers are that the Chinese patent of CN200820100162.2 discloses " internal corner plastic formwork for building ", the utility model discloses a kind of internal corner plastic formwork for building, its key is: each one of template becomes one with plastic material, the work plane of panel is inner corner trim, be provided with horizontal bar and perpendicular muscle, angle muscle at the back side of panel, be provided with frame around the panel, frame is comprised of upper side frame, lower frame, vertical frame, and upper side frame is parallel with lower frame.In the sash that horizontal bar and the perpendicular muscle at the back side of panel consists of, be provided with auxiliary bar.
7 application numbers are that the Chinese patent of CN200810232802.X discloses " cylindrical plastic formwork for building " and the invention discloses a kind of cylindrical plastic formwork for building, its key is: panel is circular arc, the right centering angle of panel is less than or equal to 180 °, be provided with horizontal bar and perpendicular muscle at the back side of panel, be provided with frame around the panel, frame is comprised of upper side frame, lower frame, left frame, left frame, upper side frame is parallel with lower frame, the on the left side frame is provided with the positioning strip of evagination, and frame is provided with the locating slot of indent on the right.
8 application numbers are that the Chinese patent of CN200810232805.3 discloses " plastic formwork for regular polygon column for building " and the invention discloses a kind of plastic formwork for regular polygon column for building, its key is: several panels form regular polygon, be provided with perpendicular muscle and horizontal bar at the back side of panel, around panel, be provided with frame, frame is comprised of upper side frame, lower frame, left frame, left frame, upper side frame is parallel with lower frame, the on the left side frame is provided with the positioning strip of evagination, and frame is provided with the locating slot of indent on the right.
9 application numbers are that the Chinese patent of CN200820100158.6 discloses " plastic formwork for regular polygon column for building " and the utility model discloses a kind of plastic formwork for regular polygon column for building, its key is: several panels form regular polygon, be provided with perpendicular muscle and horizontal bar at the back side of panel, around panel, be provided with frame, frame is comprised of upper side frame, lower frame, left frame, left frame, upper side frame is parallel with lower frame, the on the left side frame is provided with the positioning strip of evagination, and frame is provided with the locating slot of indent on the right.
Although the 1st ~ 9 patent has a series of advantage, but can not solve cylinder when vertically high, the template bearing capacity during post plastic formwork concreting after the assembly unit moulding and stability is low, yielding, concrete surface is not bright and clean, be difficult for the series of problems such as the demoulding.
10 application numbers are that the Chinese patent of CN200410091151.9 discloses " plastic form for construction engineering pouring structural pile ", a kind of plastic formwork that can apply to construction work pouring structure post framework.It is by L-square, adjusts plate and be linked in sequence and form, and by whole-body bolt in template to L-square, adjust plate and carry out fasteningly, make angle, levelness and the verticality of template framework remain constant.After unclamping bolt and taking off, module can be pulled down by the rapping point on rapping adjustable plate, the L-square.This patent adjustable plate end face protrudes the position and the spillage phenomenon is easily caused in junction, L-square end face concave part.The entire body fastening bolt needs fastening one by one, and workload is large.
11 application numbers are that the Chinese patent of CN201120032065.6 discloses " a kind of steel framework plastic formwork structure that is applicable to concrete prefabricated element ", a kind of steel framework plastic formwork structure that is applicable to concrete prefabricated element, comprise plastic front board, the middle part cross rib, support, side cross rib and perpendicular rib, described middle part cross rib and timbering material are steel plate, described side cross rib and perpendicular timber material are channel-section steel, middle part cross rib and support are arranged on the plastic front board, middle part cross rib and support are the cross setting, described perpendicular rib is arranged in the support, described side cross rib is arranged on the up and down two ends of support, is connected by fixture between described plastic front board and the support.
12 application numbers are that the Chinese patent of CN200820062253.1 discloses " engineering plastic form ", a kind of engineering plastic form, be respectively equipped with enterprise's head or tongue and groove in the relative both sides of template, both sides have a plurality of elongated holes or blind hole in addition in template, have every the utmost point between elongated hole or the blind hole, in enterprise head or tongue and groove or elongated hole or the blind hole place connector is housed.Connector can according to different purposes be designed to various ways as: the one or both sides of connector are provided with the plug that can cooperate with elongated hole or blind hole; Connector is angle mould, the angle mould two ends mutually-vertical, and the angle mould two ends are respectively equipped with the forms such as enterprise's head of cooperating with template or tongue and groove.
Although the 11st ~ 12 patent has a series of advantage, but can not solve cylinder when vertically high, the template bearing capacity during post plastic formwork concreting after the assembly unit moulding and stability is low, yielding, concrete surface is not bright and clean, be difficult for the series of problems such as the demoulding.
Summary of the invention
The object of the invention is to overcome the deficiency of prior art, provide the post plastic formwork that a kind of intensity is high, use is light, the building post of the effect that post plastic formwork bearing capacity is high and not yielding, stability good, cylinder can the reach clear-water concrete fully job practices of plastic formwork.
A kind of job practices that post is used plastic formwork of building of the present invention, it may further comprise the steps:
(1) each the external corner place in four external corners of the square column cylinder of the complete reinforcing bar of colligation is orthogonal Corner butt joint two plastic column external angle formworks is installed, and adopts the spelling hole of opening on the rib limit of special-shaped card with described two plastic column external angle formworks to link connection;
(2) between two plastic column external angle formworks of same sidewall, adopt special-shaped card joint pin cheek board;
(3) interval connects the template back arris that a plurality of along continuous straight runs arrange on the plastic formwork around the square column cylinder;
(4) build the square column column body concrete.
Adopt the beneficial effect of the inventive method to be: post is lightweight with plastic formwork, intensity is high, it is light to use, and the special-shaped card attended operation is simple, and specification is pieced together mould rate height more, the easy demoulding of any surface finish can make the template installation effectiveness improve, a form removal convenient power-saving, easy to clean, thereby reduction of erection time.And because plastic formwork props up, form removal is light, can make constructing operation and carry safe and reliablely, almost exempting and use iron nail, institute thinks that the constructor provides effective safety guarantee.Especially to cylinder vertical post plastic formwork bearing capacity after the assembly unit moulding is high and not yielding when higher, stability good, formwork edge joint is tight, safe and reliable, cylinder can reach the effect of clear-water concrete fully.
Description of drawings
Fig. 1 is for adopting the construction and installation schematic diagram of a kind of post plastic formwork job practices for building of the present invention;
Fig. 2 is special-shaped card node schematic diagram among Fig. 1.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the present invention is done to describe in detail.
A kind of post of building of the present invention is with the job practices of plastic formwork as shown in drawings, it may further comprise the steps: (1) each external corner place in four external corners of the square column cylinder of the complete reinforcing bar of colligation is orthogonal Corner butt joint two plastic column external angle formworks 1 is installed, adopt the spelling hole of opening on the rib limit of special-shaped card 2 with described two plastic column external angle formworks 1 to link connecting is that insert respectively in the spelling hole, rib limit of orthogonal two plastic column external angle formworks at described special-shaped card 2 two, described special-shaped card can be buied in market, and its function is firm of spelling template; (2) between two plastic column external angle formworks 1 of same sidewall, adopt special-shaped card 2 joint pin cheek boards 3; (3) interval connects the template back arris 5 that a plurality of along continuous straight runs arrange on the plastic formwork around the square column cylinder.Preferred template back arris 5 is blocked with clamp 6 between two back cords of each two-way template back arris for the two-way template back arris that the back cord that made progress by the grooved mouth and the downward back cord of grooved mouth form.Advantage is the assembly unit of being convenient to the plastic formwork around the cylinder, and improve after the plastic formwork assembly unit moulding around the cylinder bearing capacity and also not yielding, stability good, formwork edge joint is tight, safe and reliable.(4) build the square column column body concrete.
Embodiment 1
(1) each the external corner place in four external corners of the square column cylinder of the complete reinforcing bar of colligation is orthogonal Corner butt joint two plastic column external angle formworks 1 is installed, and adopting the spelling hole of opening on the rib limit of special-shaped card 2 with described two plastic column external angle formworks 1 to link and connecing is that insert respectively in the spelling hole, rib limit of orthogonal two plastic column external angle formworks at described special-shaped card 2 two; (2) between two plastic column external angle formworks 1 of same sidewall, adopt special-shaped card 2 joint pin cheek boards 3; (3) interval connects the template back arris 5 that a plurality of along continuous straight runs arrange on the plastic formwork around the square column cylinder, template back arris 5 is blocked with clamp 6 between two back cords of each two-way template back arris for the two-way template back arris that the back cord that made progress by the grooved mouth and the downward back cord of grooved mouth form.(4) build the square column column body concrete.
The use post is lightweight with plastic formwork through the scene, intensity is high, it is light to use, and the special-shaped card attended operation is simple, and specification is pieced together mould rate height more, the easy demoulding of any surface finish, and the template installation effectiveness improves, and props up the form removal convenient power-saving, easy to clean, thereby reduction of erection time.And because plastic formwork props up, form removal is light, can make constructing operation and carry safe and reliablely, almost exempting and use iron nail, institute thinks that the constructor provides effective safety guarantee.Especially to cylinder vertical post plastic formwork bearing capacity after the assembly unit moulding is high and not yielding when higher, stability good, formwork edge joint is tight, safe and reliable, cylinder can reach the effect of clear-water concrete fully.

Claims (2)

1. build the job practices that post is used plastic formwork for one kind, it is characterized in that it may further comprise the steps:
(1) each the external corner place in four external corners of the square column cylinder of the complete reinforcing bar of colligation is orthogonal Corner butt joint two plastic column external angle formworks is installed, and adopts the spelling hole of opening on the rib limit of special-shaped card with described two plastic column external angle formworks to link connection;
(2) between two plastic column external angle formworks at the same side wall, adopt special-shaped card joint pin cheek board;
(3) interval connects the template back arris that a plurality of along continuous straight runs arrange on the plastic formwork around the square column cylinder;
(4) build the square column column body concrete.
2. building post according to claim 1 is with the job practices of plastic formwork, it is characterized in that: described template back arris is blocked with clamp between two back cords of each two-way template back arris for the two-way template back arris that the back cord that made progress by the grooved mouth and the downward back cord of grooved mouth form.
CN201210400897.8A 2012-10-19 2012-10-19 Pillar plastic formwork construction method for buildings Expired - Fee Related CN102877643B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210400897.8A CN102877643B (en) 2012-10-19 2012-10-19 Pillar plastic formwork construction method for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210400897.8A CN102877643B (en) 2012-10-19 2012-10-19 Pillar plastic formwork construction method for buildings

Publications (2)

Publication Number Publication Date
CN102877643A true CN102877643A (en) 2013-01-16
CN102877643B CN102877643B (en) 2015-07-15

Family

ID=47479141

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210400897.8A Expired - Fee Related CN102877643B (en) 2012-10-19 2012-10-19 Pillar plastic formwork construction method for buildings

Country Status (1)

Country Link
CN (1) CN102877643B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790659A (en) * 2015-04-15 2015-07-22 中国建筑第二工程局有限公司 Flexible reinforcing system of concrete column formworks and concrete column construction method
US10975585B2 (en) 2018-10-15 2021-04-13 Peri Formwork Systems, Inc. Connection assembly for formwork

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3945601A (en) * 1973-03-23 1976-03-23 Rowley Edward C Knock-down reusable column form
JPH05156804A (en) * 1991-12-02 1993-06-22 Kajima Corp Independent columnar formwork assembling method
EP0890690A1 (en) * 1997-07-09 1999-01-13 Ferreira Rebelo, Antonio Joaquim Extensible plastic pillar formwork
CN201943347U (en) * 2011-02-23 2011-08-24 陕西建工集团第五建筑工程有限公司 Mounting structure for plastic formwork of frame column
CN102220807A (en) * 2011-03-29 2011-10-19 惠玉清 Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework
CN202064633U (en) * 2011-03-29 2011-12-07 中国三冶集团有限公司第一建筑工程公司 Template installing device at concrete frame column connecting position
CN202248864U (en) * 2011-08-12 2012-05-30 浙江嘉仁模具有限公司 Exposed corner template of building template

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3945601A (en) * 1973-03-23 1976-03-23 Rowley Edward C Knock-down reusable column form
JPH05156804A (en) * 1991-12-02 1993-06-22 Kajima Corp Independent columnar formwork assembling method
EP0890690A1 (en) * 1997-07-09 1999-01-13 Ferreira Rebelo, Antonio Joaquim Extensible plastic pillar formwork
CN201943347U (en) * 2011-02-23 2011-08-24 陕西建工集团第五建筑工程有限公司 Mounting structure for plastic formwork of frame column
CN102220807A (en) * 2011-03-29 2011-10-19 惠玉清 Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework
CN202064633U (en) * 2011-03-29 2011-12-07 中国三冶集团有限公司第一建筑工程公司 Template installing device at concrete frame column connecting position
CN202248864U (en) * 2011-08-12 2012-05-30 浙江嘉仁模具有限公司 Exposed corner template of building template

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790659A (en) * 2015-04-15 2015-07-22 中国建筑第二工程局有限公司 Flexible reinforcing system of concrete column formworks and concrete column construction method
US10975585B2 (en) 2018-10-15 2021-04-13 Peri Formwork Systems, Inc. Connection assembly for formwork

Also Published As

Publication number Publication date
CN102877643B (en) 2015-07-15

Similar Documents

Publication Publication Date Title
CN102704672A (en) Installation construction method for large all-steel formwork at internal corner of shear wall
CN105239771A (en) T-shaped section profile for aluminum alloy template and unit template structure of aluminum alloy template
CN209817419U (en) Modular adjustable internal corner template reinforcing device and connecting structure thereof
CN102877643B (en) Pillar plastic formwork construction method for buildings
CN105155836A (en) Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork
CN203640278U (en) Stair construction die shelf
CN203334552U (en) Assembly-type rectangular planar roof
CN210195199U (en) Assembled climbing frame for building
CN109252879B (en) Tool type formwork for lining of highway tunnel drainage ditch and construction method
CN112554486A (en) Indoor wall surface ceramic tile dry hanging assembly and application method thereof
CN102587665B (en) Pouring method of coupled shear wall structure
CN205077686U (en) Close girt strip board construction structures based on -in -place mould
CN203097284U (en) Column plastic formwork construction structure for building
CN103334582B (en) Method for installing and constructing short-leg shear wall formwork supporting system
CN210857261U (en) Prefabricated reinforced concrete basis that can splice
CN213682638U (en) Steel construction building assembled light wall body
CN203420470U (en) Installation construction structure of short-limb shear-wall formwork supporting system
CN213573164U (en) Ancient building clear water wall body migration bottom reinforcing apparatus
CN210947661U (en) Installation device of socket type overhanging scaffold
CN211850824U (en) Supporting unit and supporting device
CN106223602A (en) A kind of sectioned wall template
CN203347106U (en) Square steel column for buildings
CN216109680U (en) Aluminum alloy template assembly
CN218467083U (en) Vertical lines template structure of outer wall
CN220080764U (en) Concrete guide wall template

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150715

Termination date: 20161019