CN102359206A - Combined PVC (Polyvinyl Chloride) building template wall and manufacturing method thereof - Google Patents
Combined PVC (Polyvinyl Chloride) building template wall and manufacturing method thereof Download PDFInfo
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- CN102359206A CN102359206A CN2011103071147A CN201110307114A CN102359206A CN 102359206 A CN102359206 A CN 102359206A CN 2011103071147 A CN2011103071147 A CN 2011103071147A CN 201110307114 A CN201110307114 A CN 201110307114A CN 102359206 A CN102359206 A CN 102359206A
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Abstract
The invention relates to the field of buildings, in particular to a building template wall and a manufacturing method thereof. A combined PVC (Polyvinyl Chloride) building template wall comprises a building template, transverse steel, longitudinal steel and cement concrete; the building template comprises a panel, a connection partition plate and a reinforcing plate; the longitudinal steel is vertically arranged in a space formed by the panel and the connection partition plate, a main steel opening is internally provided with the transverse steel, and the cement concrete is filled in an inside cavity formed by the entire panel, the connection partition plate and the reinforcing plate. Due to the adoption of the design and use way of a combined PVC building template, the horizontal and longitudinal stresses of a cement cast body of a building are greatly increased, and the safety performance and particularly the earthquake resistance of the building are greatly improved. Meanwhile, the combined PVC building template wall greatly reduces the labor intensity, omits secondary painting of paint on the wall of a workshop, is environment friendly and free of pollution, is mainly suitable for a cement cast wall, an elevation, a water tank, a round pool and a water reservoir, and particularly for a farm, a pasture, a livestock farm and the like abroad.
Description
Technical field
The present invention relates to building field, relate in particular to a kind of construction formwork body of wall and preparation method thereof.
Background technology
At present, nail pallets such as bamboo offset plate, plank are generally adopted in the casting of traditional architecture industry cement wall, facade and pond etc., and in work progress, construction technology is complicated, and is consuming time, consumption power, and also metope must whitewash paint.
Chinese invention patent (the patent No. 200520035704; The applying date 2005/10/10) a kind of manufacturing approach of Wood plastic composite material building mould board is disclosed; It mainly adopts the PVC plastics is major ingredient, is equipped with wood powder. the bamboo powder. and stabilizing agent, plasticizing agent; Sliding agent is an auxiliary material, annotates mixing granulation, extrudes, mould shape, cutting finished product.This patent mainly is to substitute present bamboo offset plate. traditional materials such as plank do not have new breakthrough on the function of use.
Summary of the invention
In order to solve above-mentioned technical problem, an object of the present invention is to provide a kind of combined type PVC construction formwork body of wall, it is simple and direct that this body of wall has easy construction, practices thrift manpower in a large number, smooth surface, clean environment firendly, and improved the shock resistance of building greatly.Another object of the present invention provides the preparation method of above-mentioned body of wall.
In order to realize first above-mentioned purpose, the technical scheme below the present invention has adopted:
Combined type PVC construction formwork body of wall, this body of wall comprise that construction formwork, transverse reinforcement, longitudinal reinforcement and cement concrete constitute, and described construction formwork comprises panel, connects dividing plate and strengthens gusset; The two ends of described panel inwards are respectively arranged with first " C " type link slot; The middle part that connects dividing plate is provided with the main reinforcement port; Two ends that connect dividing plate are respectively arranged with the I shape connector; The I shape connector has two first T-shapes and connects rails, and two first T-shapes that connect an end of dividing plate connect in first " C " type link slot that rails are buckled in two inboard panels respectively, and two panels of inboard are linked into an integrated entity; Two first T-shapes of the other end connect in first " C " type link slot of two panels that rails are buckled in the outside respectively, and two panels in the outside are linked into an integrated entity; The medial surface of the panel of medial and lateral is equipped with second T-shape and connects rail; Two sides that connect dividing plate are respectively arranged with the 3rd T-shape and connect rail; Two ends of described reinforcement gusset are respectively arranged with second " C " type link slot, and two second " C " type link slots are connected rail respectively and are connected rail with the 3rd T-shape and are interlockingly connected with second T-shape; In described longitudinal reinforcement vertically is arranged on panel and is connected the space that dividing plate constitutes, in the main reinforcement port, be provided with described transverse reinforcement, described cement concrete is filled whole front panel, connects dividing plate and is strengthened the internal cavity that gusset constitutes.
As further improvement; The medial surface of the panel of above-mentioned medial and lateral also is provided with the fixed connection groove; Be fixedly connected and be provided with the panel that described connection dividing plate connects medial and lateral in the groove; Be fixedly connected groove and be made up of two " J " type section bars, two first T-shapes of described connection dividing plate connect rail and are buckled in respectively in two " J " type section bars.
As further improvement, two sidepieces of above-mentioned connection dividing plate are provided with reinforcing bar port for the first time, and the middle part of strengthening gusset is provided with reinforcing bar port for the second time, and reinforcing bar port and reinforcing bar port for the second time are in the same position of mutual perforation for the first time; The reinforcing bar port is provided with described transverse reinforcement with the interior perforation of reinforcing bar port for the second time for the first time.
As further improvement, above-mentioned reinforcement gusset is with panel and be connected and all become 45 between the dividing plate.
As further improvement, above-mentioned reinforcement gusset, panel and be connected dividing plate and all adopt following material to process:
2.5～6.5 parts of 100 parts of calcium zinc stabilizers of polyvinyl chloride resin SG-5
Lightweight CaCO
38～12 parts of 3～7 parts of Du Pont's titanium white powders
0.2～0.8 part of 7～11 parts of UV absorbers UV of impact modifier CPE
1～3 part of reinforcing agent ACR.
As further improvement, above-mentioned reinforcement gusset, panel and be connected dividing plate and all adopt following material to process:
4.5 parts of 100 parts of calcium zinc stabilizers of polyvinyl chloride resin SG-5
Lightweight CaCO
310 parts of 5 parts of Du Pont's titanium white powders
0.5 part of 9 parts of UV absorbers UV of impact modifier CPE
2 parts of reinforcing agent ACR.
The present invention adopts calcium zinc stabilizer to have the characteristics of environment-protecting asepsis, and finished product lead content≤200ppm reaches American-European technical standard fully.Adding the CPE impact modifier, improved the anti-impact withstand voltage properties of goods greatly, cooperate unique bayonet socket draw-in groove mode, more than the withstand voltage 1200PNS of moment, is more than 2 times of cement casting maximum pressure 600PNS.Add Du Pont's titanium white powder, the UV UV absorbers has improved the weatherability of goods greatly, and outdoor use is ageing-resistant more than 20 years.The PVC template all adopts extrusion molding to make, so product surface is smooth, and cleaning.
In order to realize second above-mentioned purpose, the technical scheme below the present invention has adopted:
A kind of preparation method of above-mentioned combined type PVC construction formwork body of wall, this method comprises the steps:
1) monolateral panel is installed earlier, is connected and strengthen gusset and be connected dividing plate;
2) after the monolateral completion, prick transverse reinforcement and longitudinal reinforcement, longitudinal reinforcement vertically is arranged in panel and the space that is connected the dividing plate formation, and transverse reinforcement passes through the main reinforcement port;
3) then, another sheet panel is installed, is formed general frame;
4) last, cement concrete grouting cast, described cement concrete is filled whole front panel, connects dividing plate and is strengthened the internal cavity that gusset constitutes.
As further improvement, two sidepieces of above-mentioned connection dividing plate are provided with reinforcing bar port for the first time, and the middle part of strengthening gusset is provided with reinforcing bar port for the second time, and reinforcing bar port and reinforcing bar port for the second time are in the same position of mutual perforation for the first time; The reinforcing bar port is provided with described transverse reinforcement with the interior perforation of reinforcing bar port for the second time for the first time.Because, PVC template 2-4kg/m in light weight
2, the buckle-type simple installation is so concrete constructor 2-3 name gets final product.Because what the present invention adopted is the combined type assembly unit, after finishing, assembly unit pours into a mould again, so after construction finished, inside and outside facade was the panel of PVC template, and panel has the function of smooth clean environment firendly nontoxic pollution-free.
What the present invention adopted is unlimited erection method continuously, and after pouring, building masonry wall fuses fully, and the body of wall lateral pull has increased greatly.Owing to the reinforcing bar mouth design that connects dividing plate, make to connect dividing plate and transverse reinforcement, fuse with strengthening gusset, and the existence of connection dividing plate has also strengthened the density of longitudinal reinforcement pulling force greatly.
In sum, adopt the design mode of occupation of combined type PVC construction formwork, improved the horizontal longitudinal stress of building cement casting body greatly, improved security performance, the especially anti-seismic performance of building greatly.Simultaneously, the present invention reduces labor intensive in a large number, and exempts factory building metope secondary and whitewash paint, and is environment friendly and pollution-free.Mainly be applicable to the cement casting body of wall, facade, tank, round pond, storage cistern, particularly external farm, pasture, plant etc.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is the structural representation of construction formwork of the present invention.
Fig. 3 is an A portion enlarged drawing among Fig. 2.
Fig. 4 is the structural representation of panel of the present invention.
Fig. 5 is the structural representation of connection dividing plate of the present invention.
Fig. 6 is the sectional view of A-A among Fig. 5.
Fig. 7 is the structural representation of reinforcement gusset of the present invention.
Fig. 8 is the sectional view of B-B among Fig. 7.
The specific embodiment
Do a detailed explanation below in conjunction with the accompanying drawing specific embodiments of the invention.
Combined type PVC construction formwork body of wall as shown in Figure 1, this body of wall comprise that construction formwork, transverse reinforcement 6, longitudinal reinforcement 5 and cement concrete 4 constitute.As shown in Figure 2, described this construction formwork comprises panel 1, connects dividing plate 2 and strengthens gusset 3 formations.As shown in Figure 4, the two ends of panel 1 inwards are respectively arranged with first " C " type link slot 11, and the middle part that connects dividing plate 2 is provided with main reinforcement port 22.Fig. 5, shown in Figure 6, two ends that connect dividing plate 2 are respectively arranged with I shape connector 21, and I shape connector 21 has two first T-shapes and connects rail 24.As shown in Figure 3; Two first T-shapes connection rails 24 that connect an end of dividing plate 2 are buckled in respectively in first " C " type link slot 11 of two inboard panels 1; Two panels 1 of inboard are linked into an integrated entity; Two first T-shapes of the other end connect in first " C " type link slot 11 of two panels 1 that rails 24 are buckled in the outside respectively, and two panels 1 in the outside are linked into an integrated entity.And also be provided with at the medial surface of the panel 1 of medial and lateral and be fixedly connected groove 13; Be fixedly connected the panel 1 that is provided with described connection dividing plate 2 connection medial and lateral in the groove 13; Be fixedly connected groove 13 and be made up of two " J " type section bars 14, two first T-shapes of described connection dividing plate 2 connect rail 24 and are buckled in respectively in two " J " type section bars 14.As shown in Figure 4, the medial surface of the panel 1 of medial and lateral is equipped with second T-shape and connects rail 12, and two sides that connect dividing plate 2 are respectively arranged with the 3rd T-shape and connect rail 23.Like Fig. 7, shown in Figure 8; Described reinforcement gusset 3 is with panel 1 and be connected and all become 45 between the dividing plate 2; Two ends strengthening gusset 3 are respectively arranged with 31, two second " C " types of second " C " type link slot link slot 31 and are connected rail 12 respectively with second T-shape and are connected rail 23 with the 3rd T-shape and are interlockingly connected.Two sidepieces that connect dividing plate 2 are provided with reinforcing bar port 25 for the first time, and the middle part of strengthening gusset 3 is provided with reinforcing bar port 32 for the second time, and reinforcing bar port 25 and reinforcing bar port 32 for the second time are in the same position of mutual perforation for the first time.As shown in Figure 1; In described longitudinal reinforcement (5) vertically is arranged on panel (1) and is connected the space that dividing plate (2) constitutes; In main reinforcement port (22), be provided with described transverse reinforcement (6), described cement concrete (4) is filled whole front panel (1), connects dividing plate (2) and is strengthened the internal cavity that gusset (3) constitutes.
Above-mentioned panel 1, connection dividing plate 2, the material of strengthening below gusset 3 employings are processed:
4.5 parts of 100 parts of calcium zinc stabilizers of polyvinyl chloride resin SG-5
Lightweight CaCO
310 parts of 5 parts of Du Pont's titanium white powders
0.5 part of 9 parts of UV absorbers UV of impact modifier CPE
2 parts of reinforcing agent ACR.
The production method of combinations thereof formula PVC building template may further comprise the steps:
1. polyvinyl chloride resin, precipitated calcium carbonate, CPE impact modifier, ACR reinforcing agent, calcium zinc stabilizer, Du Pont's titanium white powder, UV UV absorbers, the blend of input heat pot;
During 2. hot pot temperature to 118 ℃, blanking is to cold pot, coldly mixes to 40 ℃ blanking to charge car;
3. blend composition extruder after the charge car is stacked 24 hours is extruded, and extrudes 162 ℃ of one section temperature of barrel, 162 ℃ of two sections temperature of barrel, 166 ℃ of three sections temperature of barrel, 4 172 ℃ of barrels, 178 ℃ of merging cores, 192 ℃ of die head temperatures;
4. extrude the rear haulage moulding, hauling speed 3.0m/wm;
5. panel 1 cleaning packing connects dividing plate 2 and strengthens gusset 3 punch press punchings.
Obtained product the key technical indexes is following:
Proportion: 1.47
Hot strength: 2800Mpa
Tensile strength: 45.3Mpa
Bending modulus: 2850Mpa
Flexural strength: 88.5Mpa
Durometer hardness: 79
Under the distortion load, plastic edge location bending temperature: 72.7 ℃
Coefficient of thermal expansion: 0.000065cm/cm/ ℃
Lead content: 110PPM.
The preparation method of above-mentioned combined type PVC construction formwork body of wall is following:
1) monolateral panel 1 is installed earlier, is connected and strengthen gusset 3 and be connected dividing plate 2;
2) after the monolateral completion, prick transverse reinforcement 6 and longitudinal reinforcement 5, in longitudinal reinforcement 5 vertically is arranged on panel 1 and is connected the space that dividing plate 2 constitutes, transverse reinforcement 6 through main reinforcement port 22 and for the first time reinforcing bar port 25 and the second time reinforcing bar port 32;
3) then, another sheet panel 1 is installed, is formed general frame;
4) last, cement concrete 4 grouting cast, described cement concrete 4 is filled whole front panel 1, connects dividing plate 2 and is strengthened the internal cavity that gusset 3 constitutes.
Claims (8)
1. combined type PVC construction formwork body of wall; It is characterized in that: this body of wall comprises that construction formwork, transverse reinforcement (6), longitudinal reinforcement (5) and cement concrete (4) constitute, and described construction formwork comprises panel (1), connects dividing plate (2) and strengthens gusset (3); The two ends of panel (1) inwards are respectively arranged with first " C " type link slot (11); The middle part that connects dividing plate (2) is provided with main reinforcement port (22); Two ends that connect dividing plate (2) are respectively arranged with I shape connector (21); I shape connector (21) has two first T-shapes and connects rail (24); Two the first T-shapes connection rails (24) that connect an end of dividing plate (2) are buckled in respectively in first " C " the type link slot (11) of inboard two panels (1); Two panels (1) of inboard are linked into an integrated entity, and two first T-shapes of the other end connect in first " C " the type link slot (11) of two panels (1) that rails (24) are buckled in the outside respectively, and two panels (1) in the outside are linked into an integrated entity; And be equipped with second T-shape at the medial surface of the panel (1) of medial and lateral and connect rail (12); Two sides that connect dividing plate (2) are respectively arranged with the 3rd T-shape and connect rail (23); Two ends of described reinforcement gusset (3) are respectively arranged with second " C " type link slot (31), and two second " C " type link slots (31) are connected rail (12) respectively and are connected rail (23) with the 3rd T-shape and are interlockingly connected with second T-shape; In described longitudinal reinforcement (5) vertically is arranged on panel (1) and is connected the space that dividing plate (2) constitutes; In main reinforcement port (22), be provided with described transverse reinforcement (6), described cement concrete (4) is filled whole front panel (1), connects dividing plate (2) and is strengthened the internal cavity that gusset (3) constitutes.
2. combined type PVC construction formwork body of wall according to claim 1; It is characterized in that: the medial surface of the panel of medial and lateral (1) also is provided with and is fixedly connected groove (13); Be fixedly connected and be provided with the panel (1) that described connection dividing plate (2) connects medial and lateral in the groove (13); Be fixedly connected groove (13) and be made up of two " J " type section bars (14), two first T-shapes of described connection dividing plate (2) connect rail (24) and are buckled in respectively in two " J " type section bars (14).
3. combined type PVC construction formwork body of wall according to claim 1; It is characterized in that: two sidepieces that connect dividing plate (2) are provided with reinforcing bar port (25) for the first time; The middle part of strengthening gusset (3) is provided with reinforcing bar port (32) for the second time, and reinforcing bar port (25) and the reinforcing bar port second time (32) are in the same position of mutual perforation for the first time; Reinforcing bar port (25) is provided with described transverse reinforcement (6) with the interior perforation of reinforcing bar port (32) for the second time for the first time.
4. combined type PVC construction formwork body of wall according to claim 1 is characterized in that: strengthen gusset (3) with panel (1) be connected between the dividing plate (2) and all become 45.
5. according to any described combined type PVC of the claim construction formwork body of wall of claim 1～4, it is characterized in that: panel (1), connection dividing plate (2) and reinforcement gusset all adopt following material to process:
2.5～6.5 parts of 100 parts of calcium zinc stabilizers of polyvinyl chloride resin SG-5
Lightweight CaCO
38～12 parts of 3～7 parts of Du Pont's titanium white powders
0.2～0.8 part of 7～11 parts of UV absorbers UV of impact modifier CPE
1～3 part of reinforcing agent ACR.
6. combined type PVC construction formwork body of wall according to claim 5 is characterized in that: panel (1), connection dividing plate (2) and reinforcement gusset all adopt following material to process:
4～5 parts of 100 parts of calcium zinc stabilizers of polyvinyl chloride resin SG-5
Lightweight CaCO
39～10 parts of 5 parts of Du Pont's titanium white powders
0.5 part of 8～10 parts of UV absorbers UV of impact modifier CPE
2 parts of reinforcing agent ACR.
7. the preparation method like claim 1 or 2 or 4 described combined type PVC construction formwork bodies of wall is characterized in that this method comprises the steps:
1) monolateral panel (1) is installed earlier, is connected and strengthen gusset (3) and be connected dividing plate (2);
2) after the monolateral completion, prick transverse reinforcement (6) and longitudinal reinforcement (5), longitudinal reinforcement (5) vertically is arranged in panel (1) and the space that is connected dividing plate (2) formation, and transverse reinforcement (6) passes through main reinforcement port (22);
3) then, another sheet panel (1) is installed, is formed general frame;
4) last, cement concrete (4) grouting cast, described cement concrete (4) is filled whole front panel (1), connects dividing plate (2) and is strengthened the internal cavity that gusset (3) constitutes.
8. the preparation method of a kind of combined type PVC construction formwork body of wall according to claim 7; It is characterized in that: two sidepieces that connect dividing plate (2) are provided with reinforcing bar port (25) for the first time; The middle part of strengthening gusset (3) is provided with reinforcing bar port (32) for the second time, and reinforcing bar port (25) and the reinforcing bar port second time (32) are in the same position of mutual perforation for the first time; Reinforcing bar port (25) is provided with described transverse reinforcement (6) with the interior perforation of reinforcing bar port (32) for the second time for the first time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103071147A CN102359206A (en) | 2011-10-12 | 2011-10-12 | Combined PVC (Polyvinyl Chloride) building template wall and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103071147A CN102359206A (en) | 2011-10-12 | 2011-10-12 | Combined PVC (Polyvinyl Chloride) building template wall and manufacturing method thereof |
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| CN102359206A true CN102359206A (en) | 2012-02-22 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103071147A Withdrawn CN102359206A (en) | 2011-10-12 | 2011-10-12 | Combined PVC (Polyvinyl Chloride) building template wall and manufacturing method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104327408A (en) * | 2014-10-20 | 2015-02-04 | 长虹塑料集团英派瑞塑料股份有限公司 | Formula for preparation of PVC plastic, PVC plastic and PVC water tank |
| CN112894692A (en) * | 2020-01-21 | 2021-06-04 | 铠镁企业有限公司 | Magnetizing device for providing magnetism to hand tool |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2178257Y (en) * | 1993-11-12 | 1994-09-28 | 张昆地 | Partition for building |
| WO2003006760A1 (en) * | 2001-07-10 | 2003-01-23 | Francesco Piccone | Formwork connecting member |
| WO2005007985A1 (en) * | 2003-07-22 | 2005-01-27 | Francesco Piccone | Concrete formwork |
| CN1597762A (en) * | 2004-08-04 | 2005-03-23 | 芜湖海螺型材科技股份有限公司 | Leadless special-shaped section bar for door and window |
| CN101575910A (en) * | 2009-06-06 | 2009-11-11 | 许凡顺 | Complex architectural template and preparation method thereof |
-
2011
- 2011-10-12 CN CN2011103071147A patent/CN102359206A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2178257Y (en) * | 1993-11-12 | 1994-09-28 | 张昆地 | Partition for building |
| WO2003006760A1 (en) * | 2001-07-10 | 2003-01-23 | Francesco Piccone | Formwork connecting member |
| WO2005007985A1 (en) * | 2003-07-22 | 2005-01-27 | Francesco Piccone | Concrete formwork |
| CN1597762A (en) * | 2004-08-04 | 2005-03-23 | 芜湖海螺型材科技股份有限公司 | Leadless special-shaped section bar for door and window |
| CN101575910A (en) * | 2009-06-06 | 2009-11-11 | 许凡顺 | Complex architectural template and preparation method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104327408A (en) * | 2014-10-20 | 2015-02-04 | 长虹塑料集团英派瑞塑料股份有限公司 | Formula for preparation of PVC plastic, PVC plastic and PVC water tank |
| CN112894692A (en) * | 2020-01-21 | 2021-06-04 | 铠镁企业有限公司 | Magnetizing device for providing magnetism to hand tool |
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Application publication date: 20120222 |