CN103362299B - 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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- CN103362299B CN103362299B CN201310307850.1A CN201310307850A CN103362299B CN 103362299 B CN103362299 B CN 103362299B CN 201310307850 A CN201310307850 A CN 201310307850A CN 103362299 B CN103362299 B CN 103362299B
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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 inserting-plate type wall formwork.
The invention still further relates to a kind of construction techniques, especially a kind of construction method of wall form, specifically a kind of construction method of adjustable inserting-plate type wall formwork.
Background technology
At present, the horizontal, vertical stupefied large multiplex timber of component that waits in the wall form in building operations is made, and needs by a large amount of sawing operation, constructs loaded down with trivial details, time and effort consuming.Meanwhile, because the application life of timber is shorter, be unfavorable for Reusability, a large amount of wastings of resources can be caused.If can design a kind of simple, mounting or dismounting are convenient, and repeatedly used wall form component, will improve efficiency of construction greatly again, promote economic benefit.
Summary of the invention
The object of this invention is to provide one and 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 inserting-plate type wall formwork, comprises stupefied, the perpendicular stupefied and plate face of stupefied, the middle horizontal stroke in the end.The described end is stupefied, and by multiple shape, identical and stupefied plate at the bottom of the strip reduced step by step is formed; The U-shaped profile of the stupefied plate in each end, and on the sidewall at its two ends, be provided with the groove of opening upwards.
Described middle horizontal stroke is stupefied, and by multiple shape, the horizontal stupefied plate of the identical and strip reduced step by step is formed; The cross section of the stupefied plate of each horizontal stroke is H-shaped, and on the sidewall at its two ends, be provided with opening difference two grooves up and down.
Described perpendicular stupefied be strip, be made up of two blocks of side plates and one piece of junction plate between side plate, its cross section is H-shaped or U-shaped, and is respectively provided with a tenon be connected with junction plate at its two ends.
Together with the stupefied plate in the described end and the stupefied plate of horizontal stroke all can ascendingly be nested in, and stretch step by step in use.The described end is stupefied is fixed on ground, and perpendicular stupefied the end of with, the stupefied joggle successively of stupefied and middle horizontal stroke forms framework, and by plate face plug-in mounting in the frame.
The floor height half place of described template is also provided with forked type exterior wall shore and tie rod.
The edge of the upper limb of stupefied plate sidewall of the described end, the sidewall lower edge of horizontal stupefied plate and perpendicular stupefied biside plate is all inwardly slightly bending.
The sidewall of the stupefied plate in the described end and the stupefied plate of horizontal stroke and perpendicular stupefied side plate are equipped with several bolts hole; The bottom surface of the stupefied plate in the end is also provided with several bolts hole.
The sidewall at the stupefied plate in the end and the stupefied plate two ends of horizontal stroke is equipped with dowel hole; Alignment pin can be installed in pin-and-hole.
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 up of PVC plastic.
Present invention also offers a kind of dismounting convenient, firm wall form construction method.
The technical scheme of this invention is:
A construction method for adjustable inserting-plate type wall formwork, comprises the following steps: 1) by stupefied for the end of wall both sides regulate length after, fix on the ground simultaneously; 2) on the end is stupefied, the limit in joggle U-shaped cross section is erected stupefied; 3) the plate face of first group of wall both sides is inserted respectively fixed the stupefied and side in the end erect stupefied in, simultaneously perpendicular stupefied in horizontal stupefied and H-shaped cross section in another two sides in plate face are installed respectively; 4) second group of template of first floor is installed, and horizontal stupefied in elongating; So repeatedly; 5) on middle horizontal stroke is stupefied the limit of the joggle second layer erect stupefied and in perpendicular stupefied, and insert the plate face of the second layer; 6) horizontal stupefied and elongate in the upside in the second laminate face is installed; Circulation like this, until metope all installs; 7) two forked type exterior wall shores and tie rod are installed by the stupefied place of the horizontal stroke about floor height half, produce displacement to prevent body of wall.
When the stupefied length of the stupefied and middle horizontal stroke in the adjustment end, alignment pin is used to position stupefied plate.
When plug-in mounting plate face, in template, punch in the bolt hole place corresponding to stupefied plate, and have the bolt of plastic sheath with cover, template is fixed on stupefied plate.
Beneficial effect of the present invention:
Stencil design of the present invention is reasonable, and structure is simple, and mounting or dismounting are convenient, strong adaptability, can saving resource, raises the efficiency.Construction method flow process of the present invention is reasonable, simple to operate, and speed of application is fast and without spillage phenomenon, can improve construction quality and work efficiency.
Accompanying drawing explanation
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: 1-pin-and-hole; 2-groove; 3-bolt hole; 4-shore; 5-tie rod.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further illustrated.
As shown in Figures 1 to 4, stupefied, the perpendicular stupefied and plate face of stupefied, the middle horizontal stroke in the end is comprised.The described end is stupefied, and by multiple shape, identical and stupefied plate at the bottom of the strip reduced step by step is formed; The U-shaped profile of the stupefied plate in each end, can insert panel wherein.The sidewall at stupefied plate two ends, the end is provided with the groove of opening upwards, erects stupefied tenon for joggle.
Described middle horizontal stroke is stupefied, and by multiple shape, the horizontal stupefied plate of the identical and strip reduced step by step is formed; The cross section of the stupefied plate of each horizontal stroke is H-shaped, can distinguish and descend plug-in mounting plate face thereon.The sidewall at the stupefied plate two ends of horizontal stroke is provided with opening difference two grooves up and down, for joggle from erecting stupefied tenon up and down.
Described perpendicular stupefied be strip, be made up of two blocks of side plates and one piece of junction plate between side plate, its cross section is H-shaped or U-shaped.Wherein H-shaped is perpendicular stupefied for be located between template, U-shaped for erecting stupefied in the limit being located at template side.Respectively be provided with a tenon be connected with junction plate at perpendicular stupefied two ends, can with the groove phase joggle of the stupefied end of horizontal stroke.
The sidewall of the stupefied plate in the described end and the stupefied plate of horizontal stroke and perpendicular stupefied side plate are equipped with several bolts hole, for erection bolt one with fixation plate face.The bottom surface of the stupefied plate in the end is also provided with several bolts hole, stupefied for the fixing end.
The edge of the upper limb of stupefied plate sidewall of the described end, the sidewall lower edge of horizontal stupefied plate and perpendicular stupefied biside plate is all inwardly slightly bending, the plate face clamping that can will insert wherein, mortar leakage prevention.
The sidewall at the stupefied plate in the end and the stupefied plate two ends of horizontal stroke is equipped with dowel hole, in pin-and-hole, alignment pin can be installed, each 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 up of PVC plastic, not only increases the intensity of component, also reusable.
Together with the stupefied plate in the described end and the stupefied plate of horizontal stroke all can ascendingly be nested in, and stretch step by step in use.The described end is stupefied is fixed on bottom surface, and perpendicular stupefied the end of with, stupefied and middle horizontal stroke stupefied joggle successively forms framework, and by template plug-in mounting in the frame, formation wall form.Meanwhile, in order to prevent the movement of template, forked type exterior wall shore and tie rod is also provided with in the position of floor height half
Present invention also offers a kind of dismounting convenient, firm wall form construction method is installed.
The method comprises the following steps: 1) by stupefied for the end of wall form both sides regulate length after, fix on the ground simultaneously; 2) on the end is stupefied, the limit in joggle U-shaped cross section is erected stupefied; 3) the plate face of first group of wall both sides is inserted respectively stupefied and limit, the fixing end erect stupefied in, simultaneously perpendicular stupefied in horizontal stupefied and H-shaped cross section in another two sides in plate face are installed respectively; 4) second group of plate face of first floor is installed, horizontal stupefied in elongating simultaneously; Repeat above-mentioned steps and other plate faces of first floor are installed; 5) on middle horizontal stroke is stupefied the limit of the joggle second layer erect stupefied and in perpendicular stupefied, and insert the plate face of the second layer; 6) horizontal stupefied and elongate in the upside in the second laminate face is installed; Repeat above-mentioned steps, until metope all installs; 7) two forked type exterior wall shores and tie rod are installed by the stupefied place of the horizontal stroke about floor height half, produce displacement to prevent body of wall.
When the stupefied length of the stupefied and middle horizontal stroke in the adjustment end, alignment pin can be used to position stupefied plate.
When plug-in mounting plate face, correspond to the bolt hole place punching on stupefied plate in plate face, and have the bolt of plastic sheath with cover, template is fixed on stupefied plate.
Above-mentioned horizontal, vertical stupefied length is pressed standard module and is made, and length is 600mm-3000mm.Be that variable adjusts with 300mm during construction.
The part that the present invention does not relate to prior art that maybe can adopt all same as the prior art is realized.
Claims (8)
1. an adjustable inserting-plate type wall formwork, comprises stupefied, the perpendicular stupefied and plate face of stupefied, the middle horizontal stroke in the end, it is characterized in that:
The described end is stupefied, and by multiple shape, identical and stupefied plate at the bottom of the strip reduced step by step is formed; The U-shaped profile of the stupefied plate in each end, and on the sidewall at its two ends, be provided with the groove of opening upwards;
Described middle horizontal stroke is stupefied, and by multiple shape, the horizontal stupefied plate of the identical and strip reduced step by step is formed; The cross section of the stupefied plate of each horizontal stroke is H-shaped, and on the sidewall at its two ends, be provided with opening difference two grooves up and down;
Described perpendicular stupefied be strip, be made up of two blocks of side plates and one piece of junction plate between side plate, its cross section is H-shaped or U-shaped, and is respectively provided with a tenon be connected with junction plate at its two ends;
Together with the stupefied plate in the described end and the stupefied plate of horizontal stroke all can ascendingly be nested in, and stretch step by step in use;
The described end is stupefied is fixed on ground, and perpendicular stupefied the end of with, the stupefied joggle successively of stupefied and middle horizontal stroke forms framework, and by plate face plug-in mounting in the frame;
The floor height half place of described template is also provided with forked type exterior wall shore and tie rod.
2. adjustable inserting-plate type wall formwork according to claim 1, is characterized in that the edge of the sidewall lower edge of the upper limb of stupefied plate sidewall of the described end, horizontal stupefied plate and perpendicular stupefied biside plate is all inwardly slightly bending.
3. adjustable inserting-plate type wall formwork according to claim 1, is characterized in that the sidewall of the stupefied plate in the described end and the stupefied plate of horizontal stroke and perpendicular stupefied side plate are equipped with several bolts hole; The bottom surface of the stupefied plate in the end is also provided with several bolts hole.
4. adjustable inserting-plate type wall formwork according to claim 1, the sidewall that it is characterized in that the stupefied plate in the described end and the stupefied plate two ends of horizontal stroke is equipped with dowel hole; Alignment pin can be installed in pin-and-hole.
5. adjustable inserting-plate type wall formwork according to claim 1, is characterized in that stupefied, the middle horizontal stroke in the described end is stupefied and perpendicular and stupefiedly to make by light-gauge steel section; Described plate face is made up of PVC plastic.
6., for a construction method for adjustable inserting-plate type wall formwork described in claim 1, it is characterized in that comprising the following steps: 1) by stupefied for the end of wall both sides regulate length after, fix on the ground simultaneously; 2) on the end is stupefied, the limit in joggle U-shaped cross section is erected stupefied; 3) template of first group of wall both sides is inserted respectively fixed the stupefied and side in the end erect stupefied in, simultaneously perpendicular stupefied in horizontal stupefied and H-shaped cross section in another two sides of template are installed respectively; 4) second group of template of first floor is installed, and horizontal stupefied in elongating; So repeatedly; 5) on middle horizontal stroke is stupefied the limit of the joggle second layer erect stupefied and in perpendicular stupefied, and insert the template of the second layer; 6) horizontal stupefied and elongate in the upside of second layer template is installed; Circulation like this, until metope all installs; 7) at the stupefied place of the horizontal stroke of floor height half, two forked type exterior wall shores and tie rod are installed, produce displacement to prevent body of wall.
7. the construction method of adjustable inserting-plate type wall formwork according to claim 6, is characterized in that, when the stupefied length of the stupefied and middle horizontal stroke in the adjustment end, using alignment pin to position stupefied plate.
8. the construction method of adjustable inserting-plate type wall formwork according to claim 6, is characterized in that when plug-in mounting template, and in template, punch in the bolt hole place corresponding to stupefied plate, and has the bolt of plastic sheath with cover, template is fixed on 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 CN103362299A (en) | 2013-10-23 |
| CN103362299B true CN103362299B (en) | 2015-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| 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 (9)
| 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 |
| AUPN317395A0 (en) * | 1995-05-25 | 1995-06-22 | Newtec Concrete Constructions Pty Limited | Building methods and 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 U | 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 |
-
2013
- 2013-07-22 CN CN201310307850.1A patent/CN103362299B/en active Active
Patent Citations (9)
| 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 |
| AUPN317395A0 (en) * | 1995-05-25 | 1995-06-22 | Newtec Concrete Constructions Pty Limited | Building methods and 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 U | 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 |
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| CN103362299A (en) | 2013-10-23 |
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