CN105220648A - A kind of Combined formwork structure and construction method thereof - Google Patents
A kind of Combined formwork structure and construction method thereof Download PDFInfo
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- CN105220648A CN105220648A CN201510692054.3A CN201510692054A CN105220648A CN 105220648 A CN105220648 A CN 105220648A CN 201510692054 A CN201510692054 A CN 201510692054A CN 105220648 A CN105220648 A CN 105220648A
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- outer rim
- formwork structure
- interior frame
- modular unit
- template
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Abstract
The invention discloses a kind of Combined formwork structure, comprise: several modular units mutually spliced; Wherein, each modular unit comprises front template and rear pattern plate; Described front template comprise front panel and front panel edge extend outer rim and interior frame, described outer rim and interior frame respectively with the plane being perpendicular at described front panel place, and described outer rim and interior frame are separately positioned on the both sides of described front panel; Described outer rim surrounds one first container cavity, for holding described rear pattern plate; Described interior frame surrounds one second container cavity; Fastening assembly, for fixing described front template and rear pattern plate; Described adjacent modular unit is connected by outer rim.The invention also discloses a kind of construction method of Combined formwork structure.Structure of the present invention is simple, and easy construction, has highly versatile, advantage applied widely, improves the shortcoming that in prior art, flood-control wall outward appearance is dull, stiff simultaneously, improves the landscape effect in flood-control wall face near water.
Description
Technical field
The present invention relates to technical field of civil engineering, be specifically related to a kind of Combined formwork structure and construction method thereof.
Background technology
In the engineering construction of steel concrete flood-control wall, traditional template mainly contains wooden form and steel form.Wooden form need be connected and fixed with iron nail when formwork erection is installed, easily together with concrete conglutination, install, dismantle inconvenience, efficiency of construction is low, simultaneously, wooden form is subject to the corrosion of water soda acid, fragile when form removal, recycling rate of waterused is not high, thus increases construction cost, and wooden form at substantial timber, be unfavorable for ecological, environmental protective.Although steel form is firm in structure, can utilize number of times more, but weight is comparatively large, is unfavorable for depositing, transport and installing, demoulding difficulty, thus affects efficiency of construction, and steel form also easy-to-rust simultaneously, affect planeness, its price is also higher, adds construction cost.In addition, existing wooden form and steel form panel are all plane mostly, and the shaping back wall of concreting is plane, and outward appearance dullness is stiff, and landscape effect is not good.
Summary of the invention
The object of the present invention is to provide a kind of Combined formwork structure and construction method thereof, structure is simple, and easy construction, has highly versatile, advantage applied widely, improve the shortcoming that flood-control wall outward appearance in prior art is dull, stiff simultaneously, improve the landscape effect in flood-control wall face near water.
In order to achieve the above object, the present invention is achieved through the following technical solutions: a kind of Combined formwork structure, is characterized in, comprises:
Several modular units mutually spliced; Wherein, each modular unit comprises front template and rear pattern plate;
Described front template comprise front panel and front panel edge extend outer rim and interior frame, described outer rim and interior frame respectively with the plane being perpendicular at described front panel place, and described outer rim and interior frame are separately positioned on the both sides of described front panel;
Described outer rim surrounds one first container cavity, for holding described rear pattern plate;
Described interior frame surrounds one second container cavity;
Fastening assembly, for fixing described front template and rear pattern plate;
Described adjacent modular unit is connected by outer rim.
Some bolts hole that described fastening assembly comprises several bolts, is opened in the some bolts hole in described outer rim and is opened on described rear pattern plate.
Described modular unit also comprises secondary template, and in the second container cavity that described secondary template-setup frame in described surrounds, described secondary template is connected by coupling assembling with interior frame.
Described coupling assembling comprises several snap close be mutually engaged and fore shafts, and wherein said snap close is arranged in described secondary template, and described fore shaft is arranged on described interior frame.
Described secondary template is provided with several model cavities.
Described model cavity assembles shape for imitating stone.
Described Combined formwork structure also comprises several bases, and described base is corresponding with the modular unit being arranged on bottom; Described base comprises bottom panel and is separately positioned on the counterfort of bottom panel both sides, and described counterfort connects with the outer rim of corresponding modular unit.
Described modular unit and base all adopt High-strength polypropylene composite material to make.
Described Combined formwork structure is used in flood control walls outward appearance process yet to be built construction.
A construction method for Combined formwork structure, in flood control walls outward appearance process construction yet to be built, be characterized in, this construction method comprises following steps:
During formwork erection, the front template of modular unit adjacent for upper and lower, left and right is fixed by outer rim;
Rear pattern plate is placed in the first container cavity that outer rim surrounds, and fixes rear pattern plate and outer rim with fastening assembly;
Secondary template is placed in the second container cavity that interior frame surrounds, and with coupling assembling auxiliary connection template and interior frame;
Base is set in the bottom correspondence of the modular unit of the bottom, and base is connected with the outer rim of corresponding modular unit.
A kind of Combined formwork structure of the present invention and construction method thereof compared with prior art have the following advantages: adopt fastening assembly to fix rear pattern plate and outer rim, stability is high; Adopt coupling assembling auxiliary connection template and interior frame, be convenient to dismounting; Owing to being provided with secondary template, improve the shortcoming that flood-control wall outward appearance in prior art is dull, stiff, improve the landscape effect in flood-control wall face near water; Structure of the present invention is simple, easy construction, has highly versatile, applied widely.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of modular unit of the present invention;
Fig. 2 is the front view of front template;
Fig. 3 is the rear elevation of front template;
Fig. 4 is the front view of secondary template;
Fig. 5 is the stereogram of base;
Fig. 6 is the front view of base;
Fig. 7 is the right view of base.
Detailed description of the invention
Below in conjunction with accompanying drawing, by describing a preferably specific embodiment in detail, the present invention is further elaborated.
As shown in Fig. 1 ~ Fig. 7, a kind of Combined formwork structure, in flood control walls outward appearance process construction yet to be built, Combined formwork structure comprises: several modular units mutually spliced; Wherein, each modular unit comprises front template 100 and rear pattern plate 200; Described front template 100 comprise front panel 101 and front panel 101 edge extend outer rim 102 and interior frame 103, described outer rim 102 and interior frame 103 respectively with the plane being perpendicular at described front panel 101 place, and described outer rim 102 and interior frame 103 are separately positioned on the both sides of described front panel 101; Described outer rim 102 surrounds one first container cavity, for holding described rear pattern plate 200; Described interior frame 103 surrounds one second container cavity; Fastening assembly, for fixing described front template 100 and rear pattern plate 200; Described adjacent modular unit is connected by outer rim 102.
In the present embodiment, some bolts hole 201 that described fastening assembly comprises several bolts, is opened in the some bolts hole 1021 in described outer rim 102 and is opened on described rear pattern plate 200, the upper bolt hole 1021 of outer rim 101 is corresponding with the bolt hole 201 on rear pattern plate 200, as shown in Figure 1.
In the present embodiment, as shown in Figure 4, described modular unit also comprises secondary template 300, and described secondary template 300 is arranged in the second container cavity that described interior frame 103 surrounds, and described secondary template 300 is connected by coupling assembling with interior frame 103; Described coupling assembling comprises several snap close 301 be mutually engaged and fore shafts 1031, and wherein said snap close 301 is arranged in described secondary template 300, and described fore shaft 1031 is arranged on described interior frame 103, as shown in Figure 1.
In the present embodiment, described secondary template 300 is provided with several model cavities 302; Preferably, described model cavity 302 assembles shape for imitating stone.
In the present embodiment, as shown in Fig. 5, Fig. 6 and Fig. 7, described Combined formwork structure, also comprises several bases 400, and described base 400 is corresponding with the modular unit being arranged on bottom; Described base 400 comprises bottom panel 401 and is separately positioned on the counterfort 402 of bottom panel 401 both sides, described counterfort 402 connects with the outer rim 102 of corresponding modular unit, preferably, counterfort 402 is trapezoidal, and counterfort 402 also arranges bolt hole 403, corresponding with the spacing of the bolt hole 1021 in outer rim 102.
In the present embodiment, described modular unit and base all adopt High-strength polypropylene composite material to make.
In conjunction with above-mentioned Combined formwork structure, the invention also discloses its construction method, for in flood control walls outward appearance process construction yet to be built, according to modular unit and the base of flood-control wall wall body size Selection suitable quantity, flood-control wall body of wall yet to be built completes installation before building, and then carry out wall body and build, after the demoulding, the imitative stone of wall body display assembles effect; This construction method comprises following steps:
During formwork erection, the front template of modular unit adjacent for upper and lower, left and right is fixed by outer rim;
Rear pattern plate is placed in the first container cavity that outer rim surrounds, and fixes rear pattern plate and outer rim with fastening assembly, ensure that it is chimeric closely knit smooth;
Secondary template is placed in the second container cavity that interior frame surrounds, and with coupling assembling auxiliary connection template and interior frame;
Arrange base in the bottom correspondence of the modular unit of the bottom, and connected with the outer rim of corresponding modular unit by base, counterfort and outer rim bolt are fixed, and bottom panel aligns with outer rim lower end, promote whole gang form stability.
In sum, structure of the present invention is simple, easy to use, has highly versatile, advantage applied widely, by the connection of base and bottom front template, improves the strength and stability of whole Combined formwork; Template adopts High-strength polypropylene composite material and integrated injection molding to make, and lightweight, intensity is high, and durability degree is high, increases substantially access times, convenient construction and carrying; Simultaneously secondary template model chamber is prefabricated assembles shape in imitative stone, and appearance effect is better after demoulding, improves the shortcoming that conventional steel bar concrete flood-control wall outward appearance is dull, stiff, improves the landscape effect in flood-control wall face near water.
Although content of the present invention has done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to limitation of the present invention.After those skilled in the art have read foregoing, for multiple amendment of the present invention and substitute will be all apparent.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (10)
1. a Combined formwork structure, is characterized in that, comprises:
Several modular units mutually spliced; Wherein, each modular unit comprises front template and rear pattern plate;
Described front template comprise front panel and front panel edge extend outer rim and interior frame, described outer rim and interior frame respectively with the plane being perpendicular at described front panel place, and described outer rim and interior frame are separately positioned on the both sides of described front panel;
Described outer rim surrounds one first container cavity, for holding described rear pattern plate;
Described interior frame surrounds one second container cavity;
Fastening assembly, for fixing described front template and rear pattern plate;
Described adjacent modular unit is connected by outer rim.
2. Combined formwork structure as claimed in claim 1, is characterized in that, some bolts hole that described fastening assembly comprises several bolts, is opened in the some bolts hole in described outer rim and is opened on described rear pattern plate.
3. Combined formwork structure as claimed in claim 1, it is characterized in that, described modular unit also comprises secondary template, and in the second container cavity that described secondary template-setup frame in described surrounds, described secondary template is connected by coupling assembling with interior frame.
4. Combined formwork structure as claimed in claim 3, it is characterized in that, described coupling assembling comprises several snap close be mutually engaged and fore shafts, and wherein said snap close is arranged in described secondary template, and described fore shaft is arranged on described interior frame.
5. Combined formwork structure as claimed in claim 3, is characterized in that, described secondary template is provided with several model cavities.
6. Combined formwork structure as claimed in claim 5, is characterized in that, described model cavity assembles shape for imitating stone.
7. Combined formwork structure as claimed in claim 1, it is characterized in that, comprise several bases further, described base is corresponding with the modular unit being arranged on bottom; Described base comprises bottom panel and is separately positioned on the counterfort of bottom panel both sides, and described counterfort connects with the outer rim of corresponding modular unit.
8. Combined formwork structure as claimed in claim 1, it is characterized in that, described modular unit and base all adopt High-strength polypropylene composite material to make.
9. Combined formwork structure as claimed in claim 1, is characterized in that, described Combined formwork structure is used in flood control walls outward appearance process yet to be built construction.
10. a construction method for Combined formwork structure, in flood control walls outward appearance process construction yet to be built, it is characterized in that, this construction method comprises following steps:
During formwork erection, the front template of modular unit adjacent for upper and lower, left and right is fixed by outer rim;
Rear pattern plate is placed in the first container cavity that outer rim surrounds, and fixes rear pattern plate and outer rim with fastening assembly;
Secondary template is placed in the second container cavity that interior frame surrounds, and with coupling assembling auxiliary connection template and interior frame;
Base is set in the bottom correspondence of the modular unit of the bottom, and base is connected with the outer rim of corresponding modular unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510692054.3A CN105220648A (en) | 2015-10-23 | 2015-10-23 | A kind of Combined formwork structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510692054.3A CN105220648A (en) | 2015-10-23 | 2015-10-23 | A kind of Combined formwork structure and construction method thereof |
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| CN105220648A true CN105220648A (en) | 2016-01-06 |
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| CN201510692054.3A Pending CN105220648A (en) | 2015-10-23 | 2015-10-23 | A kind of Combined formwork structure and construction method thereof |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0821086A (en) * | 1994-07-07 | 1996-01-23 | Kanegafuchi Chem Ind Co Ltd | Support frame for template, and constructing method of wall using it |
| US6322045B1 (en) * | 1997-08-04 | 2001-11-27 | Chris Andros | Rapid forming system for tilt-up pre-cast concrete wall panels (tilt panel screed system-tipss) |
| TW562061U (en) * | 2003-02-10 | 2003-11-11 | Bi-Chian Yang | Structure of shaping forms |
| CN201276833Y (en) * | 2008-08-28 | 2009-07-22 | 徐秀良 | Building mould protection device |
| CN201661067U (en) * | 2010-01-12 | 2010-12-01 | 金斗喜 | Steel and wood combined building template |
| CN201865338U (en) * | 2010-11-08 | 2011-06-15 | 金龙日 | Cement casting template |
| CN205171450U (en) * | 2015-10-23 | 2016-04-20 | 上海市政工程设计研究总院（集团）有限公司 | Modular template structure |
-
2015
- 2015-10-23 CN CN201510692054.3A patent/CN105220648A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0821086A (en) * | 1994-07-07 | 1996-01-23 | Kanegafuchi Chem Ind Co Ltd | Support frame for template, and constructing method of wall using it |
| US6322045B1 (en) * | 1997-08-04 | 2001-11-27 | Chris Andros | Rapid forming system for tilt-up pre-cast concrete wall panels (tilt panel screed system-tipss) |
| TW562061U (en) * | 2003-02-10 | 2003-11-11 | Bi-Chian Yang | Structure of shaping forms |
| CN201276833Y (en) * | 2008-08-28 | 2009-07-22 | 徐秀良 | Building mould protection device |
| CN201661067U (en) * | 2010-01-12 | 2010-12-01 | 金斗喜 | Steel and wood combined building template |
| CN201865338U (en) * | 2010-11-08 | 2011-06-15 | 金龙日 | Cement casting template |
| CN205171450U (en) * | 2015-10-23 | 2016-04-20 | 上海市政工程设计研究总院（集团）有限公司 | Modular template structure |
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