CN103362299A - Adjustable inserting-plate type wall formwork and construction method thereof - Google Patents
Adjustable inserting-plate type wall formwork and construction method thereof Download PDFInfo
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- CN103362299A CN103362299A CN2013103078501A CN201310307850A CN103362299A CN 103362299 A CN103362299 A CN 103362299A CN 2013103078501 A CN2013103078501 A CN 2013103078501A CN 201310307850 A CN201310307850 A CN 201310307850A CN 103362299 A CN103362299 A CN 103362299A
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- stupefied
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- template
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- sidewall
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Abstract
The invention relates to an adjustable wall surface formwork, which comprises a bottom edge, a middle horizontal edge, a vertical edge and a plate surface. Bottom edge plates and horizontal edge plates are telescoped together from small to large and are stretched step by step during use. The bottom edge is fixed on the ground, the vertical edge, the bottom edge and the middle horizontal edge are sequentially joggled to form a frame, and the plate surface is inserted into the frame. The invention also relates to a construction method of the adjustable wall surface formwork. The method can fast and firmly complete formwork construction by overlapping the edge plates and inserting the plate surface. The formwork has the advantages of reasonable design, simple structure, convenience in assembly and disassembly, strong adaptability, resource saving and efficiency increasing. The construction method has the advantages of reasonable procedures, simplicity in operation, high construction speed and no slurry leakage phenomenon, and the construction quality and the work efficiency can be increased.
Description
Technical field
The present invention relates to a kind of building unit, especially a kind of wall form, specifically a kind of adjustable insertion panel wall template.
The invention still further relates to a kind of construction techniques, especially a kind of job practices of wall form, specifically a kind of job practices of adjustable insertion panel wall template.
Background technology
At present, the horizontal, vertical stupefied large multiplex timber of member that waits in the wall form in the building operations is made, and needs to construct loaded down with trivial details time and effort consuming by a large amount of sawing operations.Simultaneously, because the application life of timber is shorter, be unfavorable for Reusability, can cause a large amount of wastings of resources.If can design a kind of simply, mounting or dismounting are convenient, and repeatedly used wall form member will improve efficiency of construction greatly again, promotes economic benefit.
Summary of the invention
The purpose of this invention is to provide and a kind ofly can overcome the deficiencies in the prior art, use simple and adaptable wall form.
Technical scheme of the present invention is:
A kind of adjustable insertion panel wall template comprises stupefied, the perpendicular stupefied and plate face of stupefied, the middle horizontal stroke in the end.Stupefied plate consists of at the bottom of the stupefied and strip that reduces step by step identical by a plurality of shapes in the described end; The cross section of each stupefied plate in the end takes the shape of the letter U, and the sidewall at its two ends is provided with the groove of opening upwards.
The horizontal stupefied plate of the stupefied strip identical by a plurality of shapes and that reduce step by step of described middle horizontal stroke consists of; The cross section of each horizontal stupefied plate is H shape, and the sidewall at its two ends is provided with opening difference two grooves up and down.
Described perpendicular stupefied be strip, consisted of by two blocks of side plates and the junction plate between side plate, its cross section is H shape or U-shaped, and respectively is provided with a tenon that is connected with junction plate at its two ends.
The stupefied plate in the described end and horizontal stupefied plate all can ascendingly be nested in together, and stretch step by step in use.The stupefied ground of being fixed in, the described end is erected stupefied and the stupefied successively joggle of the stupefied and middle horizontal stroke in the end consists of framework, and the plate face is inserted in the framework.
Half place of the floor height of described template also is provided with forked type exterior wall shore and tie rod.
The edge of the upper limb of the stupefied plate sidewall in the described end, the sidewall lower edge of horizontal stupefied plate and perpendicular stupefied biside plate is all inwardly slightly crooked.
Be equipped with several bolts hole on the sidewall of the stupefied plate in the described end and horizontal stupefied plate and the perpendicular stupefied side plate; On the bottom surface of the stupefied plate in the end, also be provided with several bolts hole.
Be equipped with dowel hole on the sidewall at the stupefied plate in the end and horizontal stupefied plate two ends; In the pin-and-hole alignment pin can be installed.
Stupefied, the middle horizontal stroke in the described end is stupefied and perpendicular stupefiedly to be made by light-gauge steel section; Described plate face is made by the PVC plastics.
The present invention also provides a kind of dismounting convenient, firm wall form job practices.
The technical scheme of this invention is:
A kind of job practices of adjustable insertion panel wall template may further comprise the steps: 1) with the end of wall both sides stupefied regulate length after, fix on the ground simultaneously; 2) limit in joggle U-shaped cross section is perpendicular stupefied on stupefied the end of at; 3) the plate face of first group of wall both sides is inserted respectively fixedly stupefied the and side in the end perpendicular stupefied in, simultaneously the plate face during two sides are installed respectively in addition horizontal stupefied and H tee section in perpendicular stupefied; 4) second group of template of installation first floor, and horizontal stupefied in elongating; So repeatedly; 5) on middle horizontal stroke is stupefied the limit of the joggle second layer perpendicular stupefied and in perpendicular stupefied, and insert the plate face of the second layer; 6) horizontal stupefied and elongation in the upside of the second laminate face is installed; So circulation is until metope all installs; 7) at the horizontal stupefied place of floor height about half two forked type exterior wall shores and tie rod are installed, are produced displacement to prevent body of wall.
When regulating the stupefied length of the stupefied and middle horizontal stroke in the end, use alignment pin that stupefied plate is positioned.
When plug-in mounting plate face, in the bolt hole place punching of template corresponding to stupefied plate, and with overlapping the bolt that plastic sheath is arranged, template is fixed on the stupefied plate.
Beneficial effect of the present invention:
Stencil design of the present invention is reasonable, and is simple in structure, and mounting or dismounting are convenient, and strong adaptability, but saving resource are raised the efficiency.Job practices flow process of the present invention is reasonable, simple to operate, and speed of application is fast and without the spillage phenomenon, can improve construction quality and work efficiency.
Description of drawings
Fig. 1 is the stupefied structural representation in the end of the present invention.
Fig. 2 is the stupefied structural representation of middle horizontal stroke of the present invention.
Fig. 3 be of the present invention in perpendicular stupefied structural representation.
Fig. 4 is overall structure schematic diagram of the present invention.
Wherein: the 1-pin-and-hole; The 2-groove; The 3-bolt hole; The 4-shore; The 5-tie rod.
The specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
As shown in Figures 1 to 4, comprise stupefied, the perpendicular stupefied and plate face of stupefied, the middle horizontal stroke in the end.Stupefied plate consists of at the bottom of the stupefied and strip that reduces step by step identical by a plurality of shapes in the described end; The cross section of each stupefied plate in the end takes the shape of the letter U, and panel can be inserted wherein.The sidewall at stupefied plate two ends is provided with the groove of opening upwards the end of at, is used for the perpendicular stupefied tenon of joggle.
The horizontal stupefied plate of the stupefied strip identical by a plurality of shapes and that reduce step by step of described middle horizontal stroke consists of; The cross section of each horizontal stupefied plate is H shape, can distinguish and descend plug-in mounting plate face thereon.Sidewall at the stupefied plate of horizontal stroke two ends is provided with opening difference two grooves up and down, is used for joggle from erecting up and down stupefied tenon.
Described perpendicular stupefied be strip, consisted of by two blocks of side plates and the junction plate between side plate, its cross section is H shape or U-shaped.Wherein H shape for be located between the template in perpendicular stupefied, the limit for being located at the template side of U-shaped is perpendicular stupefied.Respectively be provided with a tenon that is connected with junction plate at perpendicular stupefied two ends, can with the groove phase joggle of the stupefied end of horizontal stroke.
Be equipped with several bolts hole on the sidewall of the stupefied plate in the described end and horizontal stupefied plate and the perpendicular stupefied side plate, be used for erection bolt one with affixed plate face.On the bottom surface of the stupefied plate in the end, also be provided with several bolts hole, be used for fixedly the end stupefied.
The edge of the upper limb of the stupefied plate sidewall in the described end, the sidewall lower edge of horizontal stupefied plate and perpendicular stupefied biside plate is all inwardly slightly crooked, the plate face that inserts wherein can be clamped mortar leakage prevention.
Be equipped with dowel hole on the sidewall at the stupefied plate in the end and horizontal stupefied plate two ends, in the pin-and-hole alignment pin can be installed, each the stupefied plate after stretching is positioned.
Stupefied, the middle horizontal stroke in the described end is stupefied and perpendicular stupefiedly to be made by light-gauge steel section; Described plate face is made by the PVC plastics, has not only improved the intensity of member, and is also reusable.
The stupefied plate in the described end and horizontal stupefied plate all can ascendingly be nested in together, and stretch step by step in use.The stupefied bottom surface of being fixed in, the described end is erected stupefied and the stupefied successively joggle of the stupefied and middle horizontal stroke in the end consists of framework, and template is inserted in the framework, forms wall form.Simultaneously, in order to prevent the movement of template, also be provided with forked type exterior wall shore and tie rod in half position of floor height
The present invention also provides a kind of dismounting convenient, and firm wall form job practices is installed.
The method may further comprise the steps: 1) with the end of wall form both sides stupefied regulate length after, fix on the ground simultaneously; 2) limit in joggle U-shaped cross section is perpendicular stupefied on stupefied the end of at; 3) the plate face of first group of wall both sides is inserted respectively stupefied and limit, the fixing end perpendicular stupefied in, simultaneously the plate face during two sides are installed respectively in addition horizontal stupefied and H tee section in perpendicular stupefied; 4) second group of plate face of installation first floor, horizontal stupefied in elongating simultaneously; Repeat above-mentioned steps other plate faces of first floor are installed; 5) on middle horizontal stroke is stupefied the limit of the joggle second layer perpendicular stupefied and in perpendicular stupefied, and insert the plate face of the second layer; 6) horizontal stupefied and elongation in the upside of the second laminate face is installed; Repeat above-mentioned steps, until metope all installs; 7) at the horizontal stupefied place of floor height about half two forked type exterior wall shores and tie rod are installed, are produced displacement to prevent body of wall.
When regulating the stupefied length of the stupefied and middle horizontal stroke in the end, can use alignment pin that stupefied plate is positioned.
When plug-in mounting plate face, punch corresponding to the bolt hole place on the stupefied plate at the plate face, and the bolt of plastic sheath is arranged with cover, template is fixed on the stupefied plate.
Above-mentioned horizontal, vertical stupefied length is pressed standard module and is made, and length is 600mm-3000mm.Adjust take 300mm as variable during construction.
The part that the present invention does not relate to all prior art that maybe can adopt same as the prior art is realized.
Claims (8)
1. an adjustable insertion panel wall template comprises stupefied, the perpendicular stupefied and plate face of stupefied, the middle horizontal stroke in the end, it is characterized in that:
Stupefied plate consists of at the bottom of the stupefied and strip that reduces step by step identical by a plurality of shapes in the described end; The cross section of each stupefied plate in the end takes the shape of the letter U, and the sidewall at its two ends is provided with the groove of opening upwards;
The horizontal stupefied plate of the stupefied strip identical by a plurality of shapes and that reduce step by step of described middle horizontal stroke consists of; The cross section of each horizontal stupefied plate is H shape, and the sidewall at its two ends is provided with opening difference two grooves up and down;
Described perpendicular stupefied be strip, consisted of by two blocks of side plates and the junction plate between side plate, its cross section is H shape or U-shaped, and respectively is provided with a tenon that is connected with junction plate at its two ends;
The stupefied plate in the described end and horizontal stupefied plate all can ascendingly be nested in together, and stretch step by step in use;
The stupefied ground of being fixed in, the described end is erected stupefied and the stupefied successively joggle of the stupefied and middle horizontal stroke in the end consists of framework, and the plate face is inserted in the framework;
Half place of the floor height of described template also is provided with forked type exterior wall shore and tie rod.
2. described adjustable insertion panel wall template according to claim 1 is characterized in that the edge of the sidewall lower edge of the upper limb of the stupefied plate sidewall in the described end, horizontal stupefied plate and perpendicular stupefied biside plate is all inwardly slightly crooked.
3. described adjustable insertion panel wall template according to claim 1 is characterized in that being equipped with several bolts hole on the sidewall of the stupefied plate in the described end and horizontal stupefied plate and the perpendicular stupefied side plate; On the bottom surface of the stupefied plate in the end, also be provided with several bolts hole.
4. described adjustable insertion panel wall template according to claim 1 is characterized in that being equipped with dowel hole on the sidewall at the stupefied plate in the described end and horizontal stupefied plate two ends; In the pin-and-hole alignment pin can be installed.
5. described adjustable insertion panel wall template according to claim 1 is characterized in that stupefied, the middle horizontal stroke in the described end is stupefied and perpendicular stupefiedly to make by light-gauge steel section; Described plate face is made by the PVC plastics.
6. job practices for the described adjustable insertion panel wall of claim 1 template is characterized in that may further comprise the steps: 1) with the end of wall both sides stupefied regulate length after, fix on the ground simultaneously; 2) limit in joggle U-shaped cross section is perpendicular stupefied on stupefied the end of at; 3) template of first group of wall both sides is inserted respectively fixedly stupefied the and side in the end perpendicular stupefied in, simultaneously template during two sides are installed respectively in addition horizontal stupefied and H tee section in perpendicular stupefied; 4) second group of template of installation first floor, and horizontal stupefied in elongating; So repeatedly; 5) on middle horizontal stroke is stupefied the limit of the joggle second layer perpendicular stupefied and in perpendicular stupefied, and insert the template of the second layer; 6) horizontal stupefied and elongation in the upside of second layer template is installed; So circulation is until metope all installs; 7) at the horizontal stupefied place of floor height about half two forked type exterior wall shores and tie rod are installed, are produced displacement to prevent body of wall.
7. the job practices of adjustable insertion panel wall template according to claim 6 is characterized in that when regulating the stupefied length of the stupefied and middle horizontal stroke in the end, uses alignment pin that stupefied plate is positioned.
8. the job practices of adjustable insertion panel wall template according to claim 6 is characterized in that when the plug-in mounting template, in the bolt hole place punching of template corresponding to stupefied plate, and with overlapping the bolt that plastic sheath is arranged, template is fixed on the stupefied plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310307850.1A CN103362299B (en) | 2013-07-22 | 2013-07-22 | Adjustable inserting-plate type wall formwork and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310307850.1A CN103362299B (en) | 2013-07-22 | 2013-07-22 | Adjustable inserting-plate type wall formwork and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103362299A true CN103362299A (en) | 2013-10-23 |
| CN103362299B CN103362299B (en) | 2015-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310307850.1A Active CN103362299B (en) | 2013-07-22 | 2013-07-22 | Adjustable inserting-plate type wall formwork and construction method thereof |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3833199A (en) * | 1972-11-15 | 1974-09-03 | A Frake | End plate for concrete forms |
| US4052031A (en) * | 1975-07-29 | 1977-10-04 | Melfi Samuel T | Adjustable concrete form apparatus |
| CN1252480A (en) * | 1998-10-26 | 2000-05-10 | 金光植 | Support device for wall formwork frame and construction method using said device |
| DE20200410U1 (en) * | 2002-01-11 | 2002-04-04 | MSL Mathieu Schalungssysteme und Lufttechnische Komponenten GmbH, 66625 Nohfelden | Abschalteil |
| CN201133073Y (en) * | 2007-11-12 | 2008-10-15 | 李华桥 | Combination type cement rail plastic formwork |
| CN201786018U (en) * | 2010-04-23 | 2011-04-06 | 吴方伯 | Shearing wall template for buildings |
| CN102383590A (en) * | 2011-07-11 | 2012-03-21 | 雷灿波 | Combined system of split building template |
| CN203905462U (en) * | 2013-07-22 | 2014-10-29 | 金陵科技学院 | Adjustable plugboard type wall template |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AUPN317395A0 (en) * | 1995-05-25 | 1995-06-22 | Newtec Concrete Constructions Pty Limited | Building methods and apparatus |
-
2013
- 2013-07-22 CN CN201310307850.1A patent/CN103362299B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3833199A (en) * | 1972-11-15 | 1974-09-03 | A Frake | End plate for concrete forms |
| US4052031A (en) * | 1975-07-29 | 1977-10-04 | Melfi Samuel T | Adjustable concrete form apparatus |
| CN1252480A (en) * | 1998-10-26 | 2000-05-10 | 金光植 | Support device for wall formwork frame and construction method using said device |
| DE20200410U1 (en) * | 2002-01-11 | 2002-04-04 | MSL Mathieu Schalungssysteme und Lufttechnische Komponenten GmbH, 66625 Nohfelden | Abschalteil |
| CN201133073Y (en) * | 2007-11-12 | 2008-10-15 | 李华桥 | Combination type cement rail plastic formwork |
| CN201786018U (en) * | 2010-04-23 | 2011-04-06 | 吴方伯 | Shearing wall template for buildings |
| CN102383590A (en) * | 2011-07-11 | 2012-03-21 | 雷灿波 | Combined system of split building template |
| CN203905462U (en) * | 2013-07-22 | 2014-10-29 | 金陵科技学院 | Adjustable plugboard type wall template |
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| Publication number | Publication date |
|---|---|
| CN103362299B (en) | 2015-06-03 |
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