CN105275197A - Combined template and construction method thereof - Google Patents
Combined template and construction method thereof Download PDFInfo
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- CN105275197A CN105275197A CN201510692269.5A CN201510692269A CN105275197A CN 105275197 A CN105275197 A CN 105275197A CN 201510692269 A CN201510692269 A CN 201510692269A CN 105275197 A CN105275197 A CN 105275197A
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- template
- outer rim
- interior frame
- combined formwork
- pattern plate
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Abstract
The invention discloses a combined template comprising a front template, a rear template, and a fastening assembly used for fixing the front template and the rear template. The front template comprises a front panel and an outer frame and an inner frame which extend from the edge of the front panel, the outer frame and the inner frame are perpendicular to the plane where the front panel is located, and the outer frame and the inner frame are respectively arranged at the two sides of the front panel. The outer frame forms a first accommodating cavity used for accommodating the rear template. The inner frame forms a second accommodating cavity. The invention further discloses a construction method of the combined template. The combined template has a simple structure, is convenient to construct, and has the advantages of high commonality and wide scope of application. The defect that the flood control wall in the prior art has a monotonous and stiff look is improved, and the landscape effect of the water side of the flood control wall is enhanced.
Description
Technical field
The present invention relates to technical field of civil engineering, be specifically related to a kind of Combined formwork 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 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, is characterized in, 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.
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 Combined formwork 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 also comprises base, and described base is arranged on the bottom of described front template; Described base comprises bottom panel and is separately positioned on the counterfort of bottom panel both sides, and described counterfort is connected with described outer rim.
Described front template, rear pattern plate, secondary template and base all adopt High-strength polypropylene composite material to make.
Described Combined formwork is used in flood control walls outward appearance process yet to be built construction.
A construction method for Combined formwork, in flood control walls outward appearance process construction yet to be built, comprise several Combined formworks, be characterized in, this construction method comprises following steps:
During formwork erection, adjacent for upper and lower, left and right front template 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;
Corresponding base is set in the bottom of the front template of the bottom, and base is connected with the outer rim of corresponding front template.
A kind of Combined formwork 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 a kind of Combined formwork 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 front view of base;
Fig. 6 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. 6, a kind of Combined formwork, in flood control walls outward appearance process construction yet to be built, Combined formwork 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.
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, Combined formwork 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. 1, Fig. 5 and Fig. 6, Combined formwork also comprises base 400, and described base 400 is arranged on the bottom of described front template 100; Described base 400 comprises bottom surface 401 plate and is separately positioned on the counterfort 402 of bottom panel both sides, described counterfort 402 is connected with described outer rim 102, and 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 front template 100, rear pattern plate 200, secondary template 300 and base 400 all adopt High-strength polypropylene composite material to make.
In conjunction with above-mentioned Combined formwork, the invention also discloses its construction method, for in flood control walls outward appearance process construction yet to be built, according to the front template of flood-control wall wall body size Selection suitable quantity, secondary template, rear pattern plate and base, by combined and spliced for several Combined formworks, flood-control wall body of wall yet to be built completes installation before building, and then carries out wall body and build, and after the demoulding, the imitative stone of wall body display assembles effect; This construction method comprises following steps:
During formwork erection, adjacent for upper and lower, left and right front template 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, is characterized in that, 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.
2. Combined formwork 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 as claimed in claim 1, is characterized in that, comprise secondary template further, 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 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 as claimed in claim 3, is characterized in that, described secondary template is provided with several model cavities.
6. Combined formwork as claimed in claim 5, is characterized in that, described model cavity assembles shape for imitating stone.
7. Combined formwork as claimed in claim 1, it is characterized in that, comprise base further, described base is arranged on the bottom of described front template; Described base comprises bottom panel and is separately positioned on the counterfort of bottom panel both sides, and described counterfort is connected with described outer rim.
8. Combined formwork as claimed in claim 1, it is characterized in that, described front template, rear pattern plate, secondary template and base all adopt High-strength polypropylene composite material to make.
9. Combined formwork as claimed in claim 1, is characterized in that, described Combined formwork is used in flood control walls outward appearance process yet to be built construction.
10. a construction method for Combined formwork, in flood control walls outward appearance process construction yet to be built, comprise several Combined formworks, it is characterized in that, this construction method comprises following steps:
During formwork erection, adjacent for upper and lower, left and right front template 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;
Corresponding base is set in the bottom of the front template of the bottom, and base is connected with the outer rim of corresponding front template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510692269.5A CN105275197A (en) | 2015-10-23 | 2015-10-23 | Combined template and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510692269.5A CN105275197A (en) | 2015-10-23 | 2015-10-23 | Combined template and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105275197A true CN105275197A (en) | 2016-01-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510692269.5A Pending CN105275197A (en) | 2015-10-23 | 2015-10-23 | Combined template and construction method thereof |
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| CN (1) | CN105275197A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113898169A (en) * | 2021-09-08 | 2022-01-07 | 成都兰腾科技有限公司 | Assembled construction formwork for building |
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|---|---|---|---|---|
| CN2238278Y (en) * | 1994-12-15 | 1996-10-23 | 辛力学 | Combined decorative building shuttering |
| CN2375702Y (en) * | 1999-05-14 | 2000-04-26 | 蓝进传 | Combined building shuttering structure |
| CN2533197Y (en) * | 2002-04-03 | 2003-01-29 | 陈瑞文 | Primary and secondary mould combination structure of modelling shuttering |
| JP2005163363A (en) * | 2003-12-02 | 2005-06-23 | Daikoo Tekko Kk | Concrete form |
| WO2012058696A2 (en) * | 2010-10-29 | 2012-05-03 | Fuvi Mechanical Technology Company Limited | Structure of a reinforced formwork panel |
| CN104912319A (en) * | 2015-05-28 | 2015-09-16 | 福建海源新材料科技有限公司 | High-strength and high-rigidity composite pattern plate and manufacturing method thereof |
| CN205171986U (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 |
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2015
- 2015-10-23 CN CN201510692269.5A patent/CN105275197A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2238278Y (en) * | 1994-12-15 | 1996-10-23 | 辛力学 | Combined decorative building shuttering |
| CN2375702Y (en) * | 1999-05-14 | 2000-04-26 | 蓝进传 | Combined building shuttering structure |
| CN2533197Y (en) * | 2002-04-03 | 2003-01-29 | 陈瑞文 | Primary and secondary mould combination structure of modelling shuttering |
| JP2005163363A (en) * | 2003-12-02 | 2005-06-23 | Daikoo Tekko Kk | Concrete form |
| WO2012058696A2 (en) * | 2010-10-29 | 2012-05-03 | Fuvi Mechanical Technology Company Limited | Structure of a reinforced formwork panel |
| CN104912319A (en) * | 2015-05-28 | 2015-09-16 | 福建海源新材料科技有限公司 | High-strength and high-rigidity composite pattern plate and manufacturing method thereof |
| CN205171986U (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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113898169A (en) * | 2021-09-08 | 2022-01-07 | 成都兰腾科技有限公司 | Assembled construction formwork for building |
| CN113898169B (en) * | 2021-09-08 | 2022-11-11 | 湖南柒骏金属材料有限公司 | Assembled construction formwork for building |
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