CN103696562A - Cast-in-situ self-maintained insulating wall mold structure and application method thereof - Google Patents
Cast-in-situ self-maintained insulating wall mold structure and application method thereof Download PDFInfo
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- CN103696562A CN103696562A CN201410019553.1A CN201410019553A CN103696562A CN 103696562 A CN103696562 A CN 103696562A CN 201410019553 A CN201410019553 A CN 201410019553A CN 103696562 A CN103696562 A CN 103696562A
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Abstract
The invention discloses a cast-in-situ self-maintained insulating wall mold structure and an application method thereof, for solving the problems that an existing insulating cement wall mold is complex in structure and inconvenient to assemble, the surface of a wall body is not smooth, the construction cost is increased, and the like. The application method comprises the following steps: firstly, adhering a piece of anti-crack grid cloth (2) to a surface of a piece of isolation cloth (1), lofting the wall body to be cast, mounting positioning press strips (4) and impermeable strips (3) on the ground, cement cross beams and cement columns, assembling a plurality of templates (5) to form a plate surface, and adhering one side of the isolation cloth (1) without the grid cloth (2) to one surface consisting of the plurality of templates (5) and facing to the wall body; mounting a positioner (10) on the ground, subsequently fixing the upper end of a hook pull rod (9) on the templates (5), subsequently connecting the lower end of the hook pull rod (9) with the positioner (10), and horizontally moving the lower end of the hook pull rod (9) so as to adjust the perpendicularity of the templates (5); connecting the templates (5) with the positioning strips (4) through wall nails; casting, grouting and foaming; self-maintaining; and disassembling the templates (5) and the isolation cloth (1).
Description
Technical field
The present invention relates to a kind of cast-in-place Self-curing heat-preservation wall mould structure, the invention still further relates to the using method of cast-in-place Self-curing heat-preservation wall mould structure.
Background technology
At present, a kind of pin-connected panel light thermal-insulation cement wall mould structure is disclosed on market, its design feature is: by template, supporting and protection structure and splice form, between the template of body of wall both sides, pass through by Screw arbor with nut at both-ends, clamp nut is connected with the supporting and protection structure that hard sleeve forms, between adjacent two templates of the same side, by splice, connect, on the cement wall mould structure top being formed by template described in polylith, wherein in a template, be provided with plug hole, described splice is the list structure that cross section is rectangle, described template is connected with cement column by locating piece, between cement wall two side templates, be also provided with body of wall end face shrouding, between adjacent two templates of the same side, also by the lock seaming in template, connect.But this structure is more complicated, assembled more inconvenient, manufacturing cost is higher, meanwhile, easily causes surface of wall uneven, increases construction cost.
Summary of the invention
The object of this invention is to provide a kind of simple in structurely, easy for installation, low cost of manufacture, is difficult for causing surface of wall uneven, can reduce cast-in-place Self-curing heat-preservation wall mould structure and the using method thereof of construction cost.
For achieving the above object, the cast-in-place Self-curing heat-preservation wall mould of the present invention structure, by template and supporting and protection structure, formed, between the template of body of wall both sides, by supporting and protection structure, connect, on the cement wall mould structure top being formed by template described in polylith, wherein in a template, be provided with plug hole, between adjacent two templates of the same side, by the lock seaming in template, connect, the plate face being comprised of described a plurality of templates is connected by location press strip and antiseepage bar and ground or cement beam or cement column, lock seaming in a plurality of templates is followed closely connection by wall, supporting and protection structure connects through four angles of template corresponding with body of wall opposite side, four angles of template, and four angles of four adjacent templates of the same side are linked together, between template and the grid cloth of body of wall, be provided with the isolation cloth of antiseepage effect, the periphery of isolation cloth is followed closely with template lock seaming and is connected or is abutted against ground by location press strip and antiseepage bar by wall, on cement beam and cement column, template one side outwardly is also connected with the locator fixing on the ground by Dou pull bar.
Described supporting and protection structure is comprised of two screws and connector, and the center of the connector biend being square at cross section is provided with is convenient to the screw that screw screws in, and described screw is arranged to Y shape.
Described Dou pull bar upper end is connected with template one side outwardly by steel plate.
Described location press strip is arranged to cross section and is square shape, location press strip is simultaneously connected with ground, cement beam and cement column by antiseepage bar, location press strip one end face abuts against in the lock seaming outside template or abuts against on template inner surface, plays positioning compression effect.
Described locator is arranged to cross section and is T shape, in its plane, be provided with a plurality of holes that steel nail passes of being convenient to, on its vertical plane, be provided with and be convenient to the slot mesh groove that Dou pull bar lower end is horizontal slip.
Quadrant arcuation is arranged to in four angles of described template, is convenient to screw and passes.
Described isolation cloth is greater than the area of built body of wall.
The using method of the cast-in-place Self-curing heat-preservation wall mould of the present invention structure, follows these steps to implement:
(1). first the grid cloth that can play anti-crack function is glued and is posted on isolation cloth one surface;
(2). the body of wall to need cast carries out setting-out;
. location press strip and antiseepage bar are installed on ground, cement beam and cement column, and are loaded onto a plurality of templates, forms a plate face, at this moment, by the isolation cloth of sticky note grid cloth not simultaneously glue be posted on by a plurality of templates, formed on a surface of body of wall;
(4). installation positioner on the ground, then Dou pull bar upper end is fixed in template, subsequently Dou pull bar lower end is connected with locator, and Dou pull bar lower end is moved horizontally to the verticality of adjusting template;
(5). now, with wall, follow closely template and location press strip link;
(6). build grouting foaming;
(7). Self-curing;
(8). tear open and touch plate and remove isolation cloth.
The Self-curing time is 15～28 days.
The periphery of isolation cloth is followed closely with template lock seaming and is connected by wall.
Adopt after this structure, because the plate face being comprised of a plurality of templates is connected by location press strip and antiseepage bar and ground or cement beam or cement column, lock seaming in a plurality of templates is followed closely connection by wall, supporting and protection structure connects through four angles of template corresponding with body of wall opposite side, four angles of template, and four angles of four adjacent templates of the same side are linked together, between template and the grid cloth of body of wall, be provided with the isolation cloth of antiseepage effect, the periphery of isolation cloth is followed closely with template lock seaming and is connected or is abutted against ground by location press strip and antiseepage bar by wall, on cement beam and cement column, template one side outwardly is also connected with the locator fixing on the ground by Dou pull bar.Therefore, reach simple in structure, easy for installation, low cost of manufacture, is difficult for causing surface of wall uneven, can reduce the object of construction cost.
accompanying drawing explanationbelow in conjunction with drawings and Examples, the present invention is described in further detail.
Accompanying drawing 1 is the main cross-sectional schematic of the cast-in-place Self-curing heat-preservation wall mould of the present invention structure.
In figure: 1. isolation cloth 2. grid cloth 3. antiseepage bars 4. are located press strip 5. template 6. supporting and protection structure 7. connector 8. screw 9. Dou pull bar 10. locators.
the specific embodimentthe cast-in-place Self-curing heat-preservation wall mould of the present invention shown in accompanying drawing 1 structure, by template 5 and supporting and protection structure 6, formed, between the template 5 of body of wall both sides, by supporting and protection structure 6, connect, on the cement wall mould structure top being formed by template described in polylith 5, wherein in a template 5, be provided with plug hole, between adjacent two templates 5 of the same side, by the lock seaming in template 5, connect, the plate face being comprised of described a plurality of templates 5 is connected by location press strip 4 and antiseepage bar 3 and ground or cement beam or cement column, lock seaming in a plurality of templates 5 is followed closely connection by wall, supporting and protection structure 6 connects through 5 four angles of template corresponding with body of wall opposite side, four angles of template 5, and four angles of four adjacent templates 5 of the same side are linked together, between the grid cloth 2 of template 5 and body of wall, be provided with the isolation cloth 1 of antiseepage effect, the periphery of isolation cloth 1 is followed closely with template 5 lock seamings and is connected or is abutted against ground by location press strip 4 and antiseepage bar 3 by wall, on cement beam and cement column, template 5 one side outwardly is also connected with the locator 10 fixing on the ground by Dou pull bar 9, described supporting and protection structure 6 is comprised of two screws 8 and connector 7, and the center of connector 7 biends that are square at cross section is provided with is convenient to the screw that screw 8 screws in, and described screw 8 is arranged to Y shape, described Dou pull bar 9 upper ends are connected with template 5 one side outwardly by steel plate, described location press strip 4 is arranged to cross section and is square shape, press strip 4 one sides in location are connected with ground, cement beam and cement column by antiseepage bar 3, location press strip 4 one end faces abut against in the lock seaming of template 5 outsides or abut against on template 5 inner surfaces, play positioning compression effect, described locator 10 is arranged to cross section and is T shape, in its plane, be provided with a plurality of holes that steel nail passes of being convenient to, on its vertical plane, be provided with and be convenient to the slot mesh groove that Dou pull bar 9 lower ends are horizontal slip, quadrant arcuation is arranged to in four angles of described template 5, is convenient to screw 8 and passes, described isolation cloth 1 is greater than the area of built body of wall.
The using method of cast-in-place Self-curing heat-preservation wall mould structure, follows these steps to implement:
(1). first will can play sticky being posted on isolation cloth 1 one surfaces of grid cloth 2 of anti-crack function;
(2). the body of wall to need cast carries out setting-out;
(3). location press strip 4 and antiseepage bar 3 are installed on ground, cement beam and cement column, and load onto a plurality of templates 5, form a plate face, at this moment, by the isolation cloth of not sticky note grid cloth 21 one side, sticky to be posted on the surface towards body of wall being comprised of a plurality of templates 5 upper, and the periphery of isolation cloth 1 is followed closely with template 5 and lockstitched a border and be connected by wall;
(4). installation positioner 10 on the ground, then Dou pull bar 9 upper ends are fixed in template 5, subsequently Dou pull bar 9 lower ends are connected with locator 10, and Dou pull bar 9 lower ends moved horizontally to the verticality of adjusting template 5;
(5). now, with wall nail, template 5 is connected with location press strip 4;
(6). build grouting foaming;
(7). Self-curing, the Self-curing time is 15～28 days;
(8). tear open and touch plate 5 and remove isolation cloth 1.
Claims (10)
1. a cast-in-place Self-curing heat-preservation wall mould structure, by template and supporting and protection structure, formed, between the template of body of wall both sides, by supporting and protection structure, connect, on the cement wall mould structure top being formed by template described in polylith, wherein in a template, be provided with plug hole, between adjacent two templates of the same side, by the lock seaming in template, connect, it is characterized in that: the plate face being comprised of described a plurality of templates (5) is connected by location press strip (4) and antiseepage bar (3) and ground or cement beam or cement column, lock seaming in a plurality of templates (5) is followed closely connection by wall, supporting and protection structure (6) connects through (5) four angles of template corresponding with body of wall opposite side, four angles of template (5), and four angles of adjacent four templates (5) of the same side are linked together, between the grid cloth (2) of template (5) and body of wall, be provided with the isolation cloth (1) of antiseepage effect, the periphery of isolation cloth (1) is followed closely with template (5) lock seaming and is connected or is abutted against ground by location press strip (4) and antiseepage bar (3) by wall, on cement beam and cement column, template (5) one side outwardly is also connected with the locator fixing on the ground (10) by Dou pull bar (9).
2. cast-in-place Self-curing heat-preservation wall mould structure according to claim 1, it is characterized in that: described supporting and protection structure (6) is comprised of two screws (8) and connector (7), the center of the connector being square at cross section (7) biend is provided with is convenient to the screw that screw (8) screws in, and described screw (8) is arranged to Y shape.
3. cast-in-place Self-curing heat-preservation wall mould structure according to claim 1, is characterized in that: described Dou pull bar (9) upper end is connected with template (5) one side outwardly by steel plate.
4. cast-in-place Self-curing heat-preservation wall mould structure according to claim 1, it is characterized in that: described location press strip (4) is arranged to cross section and is square shape, location press strip (4) one side is connected with ground, cement beam and cement column by antiseepage bar (3), location press strip (4) one end faces abut against in the lock seaming outside template (5) or abut against on template (5) inner surface, play positioning compression effect.
5. cast-in-place Self-curing heat-preservation wall mould structure according to claim 1, it is characterized in that: described locator (10) is arranged to cross section and is T shape, in its plane, be provided with a plurality of holes that steel nail passes of being convenient to, on its vertical plane, be provided with and be convenient to the slot mesh groove that Dou pull bar (9) lower end is horizontal slip.
6. cast-in-place Self-curing heat-preservation wall mould structure according to claim 1, is characterized in that: quadrant arcuation is arranged to in four angles of described template (5), is convenient to screw (8) and passes.
7. cast-in-place Self-curing heat-preservation wall mould structure according to claim 1, is characterized in that: described isolation cloth (1) is greater than the area of built body of wall.
8. a using method for cast-in-place Self-curing heat-preservation wall mould structure, is characterized in that following these steps to implementing:
(1). first the grid cloth (2) that can play anti-crack function is glued and is posted on isolation cloth (1) one surface;
(2). the body of wall to need cast carries out setting-out;
(3). location press strip (4) and antiseepage bar (3) are installed on ground, cement beam and cement column, and load onto a plurality of templates (5), form a plate face, at this moment, by isolation cloth (1) one side of not sticky note grid cloth (2) sticky be posted on by a plurality of templates (5), formed on a surface of body of wall;
(4). installation positioner (10) on the ground, then Dou pull bar (9) upper end is fixed on to template (5) upper, subsequently Dou pull bar (9) lower end is connected with locator (10), and Dou pull bar (9) lower end is moved horizontally to the verticality of adjusting template (5);
(5). now, with wall nail, template (5) is connected with location press strip (4);
(6). build grouting foaming;
(7). Self-curing;
(8). tear open and touch plate (5) and remove isolation cloth (1).
9. the using method of cast-in-place Self-curing heat-preservation wall mould structure according to claim 8, is characterized in that: the Self-curing time is 15～28 days.
10. the using method of cast-in-place Self-curing heat-preservation wall mould structure according to claim 8, is characterized in that: the periphery of isolation cloth (1) is followed closely with template (5) lock seaming and is connected by wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410019553.1A CN103696562B (en) | 2014-01-16 | 2014-01-16 | Cast-in-place Self-curing heat-preservation wall mould structure and using method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410019553.1A CN103696562B (en) | 2014-01-16 | 2014-01-16 | Cast-in-place Self-curing heat-preservation wall mould structure and using method thereof |
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| CN103696562A true CN103696562A (en) | 2014-04-02 |
| CN103696562B CN103696562B (en) | 2016-02-03 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569330A (en) * | 2015-12-18 | 2016-05-11 | 中国建筑第二工程局有限公司 | Strengthening formwork for large-section special-shaped column of outer building frame and construction method of strengthening formwork |
| CN107313534A (en) * | 2017-07-06 | 2017-11-03 | 龙岩市新罗区新耀建材有限公司 | A kind of foamed cement exempts from form removal, coarse aggregate wall pouring method |
| CN108239997A (en) * | 2018-03-28 | 2018-07-03 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
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| DE3122191A1 (en) * | 1980-06-28 | 1983-01-05 | Josef 7611 Steinach Maier | Shuttering panel composed of two parts which supplement one another to form a rectangle |
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| CN202391102U (en) * | 2011-12-07 | 2012-08-22 | 陈耀新 | Split mounting type light heat-preservation cement wall body die structure |
| CN202866275U (en) * | 2012-08-23 | 2013-04-10 | 赵珍 | Formwork system used for building |
| CN203701578U (en) * | 2014-01-16 | 2014-07-09 | 陈耀新 | Cast-in-situ self curing heat preservation wall body mold structure |
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2014
- 2014-01-16 CN CN201410019553.1A patent/CN103696562B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3122191A1 (en) * | 1980-06-28 | 1983-01-05 | Josef 7611 Steinach Maier | Shuttering panel composed of two parts which supplement one another to form a rectangle |
| US5843327A (en) * | 1990-06-15 | 1998-12-01 | Lindgren; Haakan | Casting mold device |
| CN2729217Y (en) * | 2004-09-20 | 2005-09-28 | 北京城建集团有限责任公司 | Steel-wood assemblied shuttering |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569330A (en) * | 2015-12-18 | 2016-05-11 | 中国建筑第二工程局有限公司 | Strengthening formwork for large-section special-shaped column of outer building frame and construction method of strengthening formwork |
| CN107313534A (en) * | 2017-07-06 | 2017-11-03 | 龙岩市新罗区新耀建材有限公司 | A kind of foamed cement exempts from form removal, coarse aggregate wall pouring method |
| CN108239997A (en) * | 2018-03-28 | 2018-07-03 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
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| CN103696562B (en) | 2016-02-03 |
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