CN204781920U - Constructional steel board of moulding - Google Patents

Constructional steel board of moulding Download PDF

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Publication number
CN204781920U
CN204781920U CN201520500497.3U CN201520500497U CN204781920U CN 204781920 U CN204781920 U CN 204781920U CN 201520500497 U CN201520500497 U CN 201520500497U CN 204781920 U CN204781920 U CN 204781920U
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China
Prior art keywords
steel plastic
floor
plastic formwork
panel
utility
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Expired - Fee Related
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CN201520500497.3U
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Chinese (zh)
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袁石江
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Individual
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Individual
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Abstract

The utility model relates to a constructional steel board of moulding, this steel mould the board and include the panel, the one side of panel is the plane, and the another side sets up a plurality of floors that are parallel to each other, is located two of panel edge the floor evenly sets up a plurality of first screws. The utility model provides the high steel board intensity of moulding, simple structure, the shaping quality of concrete has been guaranteed in the equipment of adaptable each building templates structure, and the firm and hard seamless concatenation that has appeared of moulding of this steel, the turnover number of times is higher, has further practiced thrift the cost, and energy -concerving and environment -protective.

Description

A kind of construction steel plastic formwork
Technical field
The utility model relates to the realm of building construction, particularly a kind of construction steel plastic formwork.
Background technology
At present, gang form is generally applied in the building field of China various places, is applicable to various cast-in-situ steel reinforced concrete engineering, can be assembled into the structures such as wall, post, plate, beam in advance, re-lay reinforcing bar concreting by designing requirement.Conventional template mostly is wooden template, needs professional carpenter to use iron nail stickfast, then reinforces with steel pipe, not only efficiency is slow, and concrete forming quality is often directly proportional to the technical level of workman, higher to workman's technical requirements, easily there is spillage and produce the phenomenons such as concrete burst-mode.Because wooden template need adopt iron nail repeatedly to dismantle in building operations, comparatively large to the damage of wooden template, its number of turnover is less, is only about 5 times, and a large amount of iron nail that uses also result in certain waste, and construction noise is comparatively large,
Summary of the invention
The technical problems to be solved in the utility model is for above-mentioned deficiency, provides a kind of structure simple, easy construction, and the construction steel plastic formwork that repeatedly can have enough to meet the need utilization.
The utility model is achieved through the following technical solutions:
A kind of construction steel plastic formwork, this steel plastic formwork comprises panel, and the one side of described panel is plane, and another side arranges some floors be parallel to each other, be positioned at described face plate edge two described in floor some first screws are evenly set.
Further, described a kind of construction steel plastic formwork, be positioned at described face plate edge two described in the some grooves of floor arranged outside, the second screw is set in described groove.
Further, described a kind of construction steel plastic formwork, some described grooves are evenly distributed, and described groove and described first screw are arranged alternately.
Further, described a kind of construction steel plastic formwork, the cross section of described floor is T-shaped or L shape, and it comprises perpendicular to the vertical floor of described panel and level in the horizontal floor of described panel, the side of described vertical floor is connected with described panel, and opposite side is connected with described horizontal floor.
Further, described a kind of construction steel plastic formwork, described vertical floor and described horizontal floor are formed in one.
Further, described a kind of construction steel plastic formwork, some described floors are evenly distributed.
Further, described a kind of construction steel plastic formwork, described panel and described floor are formed in one.
Further, described a kind of construction steel plastic formwork, the two ends of described panel are provided with the baffle plate perpendicular to described panel and described floor.
Further, described a kind of construction steel plastic formwork, described panel, described baffle plate and described floor are formed in one.
Further, described a kind of construction steel plastic formwork, described panel and described floor are plastic material.
Advantage of the present utility model and effect are:
1. a kind of construction steel plastic formwork that the utility model provides adopts on panel and arranges some floors, improves steel plastic formwork intensity, and then ensure that the integrally-built stability of construction formwork system.
2. a kind of construction steel plastic formwork that the utility model provides arranges many places screw, can realize one-body molded processing in factory, and structure is simple, and can adapt to the assembling of each architectural template structure.Install to job site with bolt splicing, install simple and fast, installation effectiveness is high, and lower to the technical requirements of installer, and this steel plastic formwork achieves seamless spliced, waters the concrete surface smash out smooth, ensure that concrete forming quality.
3. a kind of construction noise of construction steel plastic formwork that provides of the utility model is little, and the number of turnover mostly is more than 100 times, and the steel plastic formwork damaged in work progress can be reused in reclaiming, further saves cost, and energy-conserving and environment-protective.
Accompanying drawing explanation
Fig. 1 illustrates the structural representation of the steel plastic formwork that embodiment 1 of the present utility model provides;
Fig. 2 illustrates the top view of Fig. 1;
Fig. 3 illustrates the sectional view in A-A cross section in Fig. 1;
Fig. 4 illustrates the connection diagram of the steel plastic formwork that embodiment 1 of the present utility model provides;
Fig. 5 illustrates the structural representation of the steel plastic formwork that embodiment 2 of the present utility model provides;
Fig. 6 illustrates the top view of Fig. 5;
Fig. 7 illustrates the sectional view in B-B cross section in Fig. 5;
Fig. 8 illustrates the connection diagram of the steel plastic formwork that embodiment 2 of the present utility model provides;
Fig. 9 illustrates the combination construction schematic diagram of the steel plastic formwork that the utility model provides.
Description of reference numerals: 1-panel, 2-floor, the vertical floor of 21-, the horizontal floor of 22-, 3-baffle plate, 4-first screw, 5-groove, 6-second screw, 7-junction plate, 8-structural slab template, 9-vertical support bar, 10-metope template, 11-fixed bar, 12-column template, 13-angle steel, 14-beam forms, 15-reinforced pole.
Detailed description of the invention
The object implemented for making the utility model, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, are further described in more detail the technical scheme in the utility model embodiment.Described embodiment is a part of embodiment of the present utility model, instead of whole embodiments.Be exemplary below by the embodiment be described with reference to the drawings, be intended to for explaining the utility model, and can not be interpreted as restriction of the present utility model.Based on the embodiment in the utility model, those skilled in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail:
In description of the present utility model, it will be appreciated that, term " " center ", " longitudinal direction ", " transverse direction ", " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore the restriction to the utility model protection domain can not be interpreted as.
Embodiment 1:
Fig. 1 to 2 illustrates the structural representation of the steel plastic formwork that embodiment 1 of the present utility model provides.This steel plastic formwork comprises panel 1, panel 1 has 2 relative faces, wherein one side is the plane forming architectural template structure for concreting, and another side evenly arranges some floors 2 be parallel to each other, and two floors 2 being positioned at panel 1 edge evenly arrange some first screws 4.Panel 1 and floor 2 are formed in one.The end that this steel plastic formwork also comprises along panel 1 extends to the direction perpendicular to panel 1, and is connected to the baffle plate 3 of floor 2, and namely baffle plate 3 is arranged at the two ends of panel 1, and is vertically connected at panel 1 and floor 2.Baffle plate 3 is fallen between floor for preventing concrete, results in blockage, and then increases the weight of the weight of steel plastic formwork.And baffle plate 3 can arrange screw, be connected with the longitudinal direction of other architectural template structures for steel plastic formwork.Panel 1, baffle plate 2 and floor 3 are formed in one.
Fig. 3 illustrates the sectional view in A-A cross section in Fig. 1.The cross section of floor 2 is T-shaped or L shape, and the cross section being positioned at two floors 2 at panel 1 edge is L shape, and is the level and smooth limit of L shape outside it, and the cross section of other floors 2 is T-shaped.Particularly, floor 2 comprises the horizontal floor 22 that the vertical floor 21 that is vertically connected at panel 1 extends to both sides, direction (T-shaped) or side (the L shape) perpendicular to vertical floor 21 with the end along vertical floor 21, namely horizontal floor 22 level is in panel 1, the side of vertical floor 21 is connected with panel 1, and opposite side is connected with horizontal floor 22.The floor 2 of T-shaped mainly plays reinforcing supporting role, and the floor 2 of L shape is between steel plastic formwork and the lateral connection of steel plastic formwork and other architectural template structures.Vertical floor 21 and horizontal floor 22 are formed in one.
Fig. 4 illustrates the connection diagram of the steel plastic formwork that embodiment 1 of the present utility model provides.Some steel plastic formworks are laterally set up in parallel, and adjacent steel plastic formwork is fixed through the first screw on adjacent two floors by bolt, realizes the lateral connection between steel plastic formwork.Fig. 9 illustrates the combination construction schematic diagram of the steel plastic formwork that the utility model provides, and arranges vertical support bar 9, namely complete the installation of structural slab template 8 in the below of above-mentioned steel plastic formwork transverse connection structure.
Embodiment 2:
Fig. 5 to 7 illustrates the structural representation of the steel plastic formwork that embodiment 2 of the present utility model provides.Be with the difference of embodiment 1, outside two floors 2 being positioned at panel 1 edge, some grooves 5 be evenly set, and the second screw 6 is set in groove 5.Some grooves 5 are arranged alternately on floor 2 with some first screws 4, are positioned at groove 5, second screw 6 that two floors at panel 1 edge are arranged identical with the first screw 4 position, so that the transverse direction between steel plastic formwork is installed.
Fig. 8 illustrates the connection diagram of the steel plastic formwork that embodiment 2 of the present utility model provides.One group of some steel plastic formwork is laterally set up in parallel, the opening of groove 5 composition of adjacent steel plastic formwork is passed in one end of junction plate 7, and fix through screw corresponding on the second screw on adjacent two floors and junction plate 7 with bolt, realize the lateral connection between steel plastic formwork.If desired, reinforce through the first screw on adjacent two floors by bolt.The other end of junction plate 7 in the same way steel plastic formwork some with another group is connected, and the plane of one group of some steel plastic formwork and another group of some steel plastic formwork is oppositely arranged.Fig. 9 illustrates the combination construction schematic diagram of the steel plastic formwork that the utility model provides, arrange a steel plastic formwork again in the end of the syndeton of above-mentioned one group of some steel plastic formwork and another group of some steel plastic formwork to fix with bolt, and one group of some steel plastic formwork and another group of some steel plastic formwork outside and junction plate 7 be equipped with some groups of fixed bars 11 and angle steel 13 with reinforcement unitarity structure, namely the installation of metope template 10 is completed, in metope template 10, reinforcing bar can be installed, and concreting.
Fig. 9 illustrates the combination construction schematic diagram of the steel plastic formwork that the utility model provides, and architectural template structure comprises structural slab template 8, metope template 10, column template 12 and beam forms 14 etc.Column template 12 becomes an angle of 90 degrees to surround by 2 pieces of steel plastic formworks often adjacent in 4 pieces of steel plastic formworks, and the plane of 4 pieces of steel plastic formworks is oppositely arranged between two, and coordinate 2 pieces of often adjacent steel plastic formworks of the longitudinal connection of the first screw 4 to fix with angle steel 13, to be horizontally set at outside 4 pieces of steel plastic formworks with some groups of 4 angle steel 13 again and to join end to end with the overall structure of reinforced column template 12, namely the installation of column template 12 is completed, in column template 12, reinforcing bar can be installed, and concreting.Beam forms 14 is made up of base plate (not shown) and the steel plastic formwork being vertically connected at base plate both sides, and the plane of 2 pieces of steel plastic formworks is oppositely arranged, and with Screw arbor with nut at both-ends locking, vertical support bar 9 is set in the below of said structure, namely completes the installation of beam forms 14.The panel 1 of steel plastic formwork, floor 2 and baffle plate 3 can adapt to each architectural template structure and open screw, to coordinate being connected between each architectural template structure.Finally around metope template 10, beam forms 14, column template 14 and structural slab template 8, some reinforced poles 15 are installed in monolithic architecture template system upper end, and head and the tail connect in turn.
Panel 1, floor 2 and/or baffle plate 3 can be plastic material, one or more in polypropylene, polyethylene, polystyrene, polyester optional, can one-body molded by the direct injection molding of factory after be transported to job site.
Above embodiment, only in order to the technical solution of the utility model to be described, is not used for limiting practical range of the present utility model.In every case the equivalence change done in protection domain of the present utility model and modification, all should think and fall in protection domain of the present utility model.

Claims (10)

1. a construction steel plastic formwork, is characterized in that, this steel plastic formwork comprises panel, and the one side of described panel is plane, and another side arranges some floors be parallel to each other, be positioned at described face plate edge two described in floor some first screws are evenly set.
2. a kind of construction steel plastic formwork according to claim 1, is characterized in that, be positioned at described face plate edge two described in the some grooves of floor arranged outside, the second screw is set in described groove.
3. a kind of construction steel plastic formwork according to claim 2, is characterized in that, some described grooves are evenly distributed, and described groove and described first screw are arranged alternately.
4. according to the arbitrary described a kind of construction steel plastic formwork of claims 1 to 3, it is characterized in that, the cross section of described floor is T-shaped or L shape, it comprises perpendicular to the vertical floor of described panel and level in the horizontal floor of described panel, the side of described vertical floor is connected with described panel, and opposite side is connected with described horizontal floor.
5. a kind of construction steel plastic formwork according to claim 4, is characterized in that, described vertical floor and described horizontal floor are formed in one.
6., according to the arbitrary described a kind of construction steel plastic formwork of claims 1 to 3, it is characterized in that, some described floors are evenly distributed.
7., according to the arbitrary described a kind of construction steel plastic formwork of claims 1 to 3, it is characterized in that, described panel and described floor are formed in one.
8., according to the arbitrary described a kind of construction steel plastic formwork of claims 1 to 3, it is characterized in that, the two ends of described panel are provided with the baffle plate perpendicular to described panel and described floor.
9. a kind of construction steel plastic formwork according to claim 8, is characterized in that, described panel, described baffle plate and described floor are formed in one.
10., according to the arbitrary described a kind of construction steel plastic formwork of claims 1 to 3, it is characterized in that, described panel and described floor are plastic material.
CN201520500497.3U 2015-07-09 2015-07-09 Constructional steel board of moulding Expired - Fee Related CN204781920U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520500497.3U CN204781920U (en) 2015-07-09 2015-07-09 Constructional steel board of moulding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520500497.3U CN204781920U (en) 2015-07-09 2015-07-09 Constructional steel board of moulding

Publications (1)

Publication Number Publication Date
CN204781920U true CN204781920U (en) 2015-11-18

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110344581A (en) * 2019-07-08 2019-10-18 福建海源新材料科技有限公司 A kind of composite hollow trellis plate and production method
CN110344580A (en) * 2019-07-08 2019-10-18 福建海源新材料科技有限公司 A kind of composite hollow grating texture plate and production method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110344581A (en) * 2019-07-08 2019-10-18 福建海源新材料科技有限公司 A kind of composite hollow trellis plate and production method
CN110344580A (en) * 2019-07-08 2019-10-18 福建海源新材料科技有限公司 A kind of composite hollow grating texture plate and production method
CN110344580B (en) * 2019-07-08 2024-01-30 福建海源新材料科技有限公司 Composite hollow grid-like structure plate and manufacturing method thereof
CN110344581B (en) * 2019-07-08 2024-02-13 福建海源新材料科技有限公司 Composite hollow space-shaped flat plate and manufacturing method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151118

Termination date: 20160709