CN207700531U - The framework of steel reinforcement of removable bed die and cast-in-place building panel - Google Patents

The framework of steel reinforcement of removable bed die and cast-in-place building panel Download PDF

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Publication number
CN207700531U
CN207700531U CN201721423905.5U CN201721423905U CN207700531U CN 207700531 U CN207700531 U CN 207700531U CN 201721423905 U CN201721423905 U CN 201721423905U CN 207700531 U CN207700531 U CN 207700531U
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China
Prior art keywords
framework
steel reinforcement
reinforcing bar
bed die
template
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CN201721423905.5U
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Chinese (zh)
Inventor
唐进丰
胡永琴
唐元元
唐方方
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YUNNAN BANZHU TECHNOLOGY CO., LTD.
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唐元元
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Abstract

The utility model proposes a kind of framework of steel reinforcement of removable bed die and cast-in-place building panels, its framework of steel reinforcement is connected with the template of plate by connecting seat, the connecting seat is equipped with the locating slot for being clamped reinforcing bar, the bottom of connecting seat is equipped with the screw hole being connect with template, and template is equipped with mounting hole corresponding with the screw hole.The framework of steel reinforcement is the frame structure of strip, and several frameworks of steel reinforcement arrange parallelly, and the both ends of framework of steel reinforcement are stretched out from the both sides of template, and each framework of steel reinforcement is connected by the long binding reinforcing bars of transverse direction across framework of steel reinforcement.Its cast-in-place building panel made of the utility model does not need big prefabricated place to produce, conserve, and reduces discharge of steam, and can be standardized production, while keeping the advantage that fabricated construction is efficient, the construction period is short.

Description

The framework of steel reinforcement of removable bed die and cast-in-place building panel
Technical field
The utility model is related to building trade, the framework of steel reinforcement more particularly to a kind of removable bed die and cast-in-place building roof Plate.
Background technology
Currently, country encourages, helps green assembled architecture and building industry modernization energetically, but in assembled architecture In, there are certain defects for building panel overlapping plate technique used at present, and prodigious field is needed in Prefabrication and pile Ground, and steam curing is needed just to have a discharge, the lower panel of prefabricated superimposed sheet its bottom surface layer in movement, transport and lifting are easily opened It splits, lower panel and upper board overlapping pour thicker for the thickness of an integral slab, increase the overall weight of building.Thus, It is not easy to crack it is necessary to design a kind of bottom faces layer, big prefabricated place is not needed to produce, conserve, and reduces the building of discharge of steam Roof boarding.
Utility model content
In view of the deficiencies of the prior art, the utility model provides a kind of framework of steel reinforcement of removable bed die and cast-in-place building Roof boarding, the cast-in-place building panel made do not need big prefabricated place to produce, conserve, and reduce discharge of steam, and energy It is standardized production, while keeping the advantage that fabricated construction is efficient, the construction period is short.
For the purpose for reaching above-mentioned, technical solution provided by the utility model is:
A kind of framework of steel reinforcement of removable bed die, including framework of steel reinforcement, the framework of steel reinforcement are also connected with plate by connecting seat The template of shape, the connecting seat are equipped with the locating slot for being clamped reinforcing bar, and the bottom of connecting seat is equipped with the spiral shell being connect with template Hole, template are equipped with mounting hole corresponding with the screw hole.
The utility model is creatively equipped with dismountable template, and template is connect with framework of steel reinforcement by bolts assemblies formula, The frame strength of building panel is improved, the supportive of face layer is more preferable, and face layer will not shift;And since building panel is existing It pours, is not prefabricated, prefabricated place that need not be big produces, conserves, and reduces discharge of steam, and what framework of steel reinforcement and template were formed Component can advance standardized production, being placed in load-carrying members can carry out cast-in-place, do not have to live wiretie and formwork, reduce The branch die process of advance expenditure template and installation form so that the making of building panel is simpler quickly, improves assembled and applies Work efficiency rate, reduces the construction period, reduces building cost.Connecting seat makes apart have interval between template and framework of steel reinforcement, makes It can be packed into concrete between the two and form protective layer.
Further, the notch of the locating slot is opened in the side of connecting seat, and the two side walls of locating slot are horizontally disposed.
Further, the framework of steel reinforcement is the frame structure of strip, and several frameworks of steel reinforcement arrange parallelly, reinforcing bar The both ends of skeleton are stretched out from the both sides of template, and each framework of steel reinforcement is connected by the long binding reinforcing bars of transverse direction across framework of steel reinforcement.
Further, as a kind of embodiment of framework of steel reinforcement, the framework of steel reinforcement is equipped with three arrangements triangular in shape Long reinforcing bar, a root long reinforcing bar is upper, and two root long reinforcing bars are under, and the long reinforcing bar of lower section is respectively by the long reinforcing bar of dowel and top Connection.
Further, the dowel is bent into multiple end to end triangles by a reinforcing bar and is formed corrugated Dowel, the upper corners of the corrugated dowel are mutually welded with the long reinforcing bar of top, and the long reinforcing bar at lower end angle and lower section It mutually welds, the long reinforcing bar positioning is supported in the locating slot.
Further, as the another embodiment of framework of steel reinforcement, the framework of steel reinforcement is equipped with three rows triangular in shape The long reinforcing bar of cloth, a root long reinforcing bar is upper, and two root long reinforcing bars are under, by several parallel in the cross-sectional direction of three root long reinforcing bars Stirrup around connection, stirrup is triangular in shape, and the top of stirrup is equipped with the upward steel bar groove of notch, and the long reinforcing bar of top is located at steel In muscle slot, two root long reinforcing bars of lower section are located at two side corner sections of stirrup bottom, and the long reinforcing bar positioning is supported in the locating slot In.
As a preferred mode, the template is one piece.
The utility model also proposed a kind of cast-in-place building panel of removable bed die, including any of the above-described kind of technical solution The framework of steel reinforcement of removable bed die, the both ends of framework of steel reinforcement are close with connection reinforcing bar with pouring of being stretched out upwards in the load-carrying members Or building panel is poured with load-carrying members and is linked into an integrated entity by connection, cast-in-place concrete, the template is hardened in cast-in-place concrete After remove.
In conclusion the utility model has the beneficial effects that:
1, live binding reinforcing bars are reduced, reduces live branch die process, shortens the construction period, improve production efficiency, Reduce building cost.
2, the assembled template component that framework of steel reinforcement and template are constituted can standardize, scale and factorial praluction, can be pre- First standardized production, unified mass standard.
3, template and framework of steel reinforcement assembly connection improve the frame strength of building panel, and the supportive of face layer is more preferable, face Layer will not shift.
4, it is not prefabricated since building panel is cast-in-place, does not need big prefabricated place to produce, conserve, reduce steam Discharge.
Description of the drawings
Fig. 1 is one of the structural schematic diagram of the framework of steel reinforcement embodiment 1 of the utility model.
Fig. 2 is the second structural representation of the framework of steel reinforcement embodiment 1 of the utility model.
Fig. 3 is the structural schematic diagram of the utility model connecting seat
Fig. 4 is the assembling schematic diagram of the framework of steel reinforcement and building load-carrying members of the utility model.
Fig. 5 be the utility model framework of steel reinforcement embodiment 2 in connecting plate structural schematic diagram.
Fig. 6 is the structural schematic diagram of the framework of steel reinforcement embodiment 3 of the utility model.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Specific implementation mode
Embodiment 1:As shown in Figure 1 to Figure 3, a kind of framework of steel reinforcement of removable bed die, including framework of steel reinforcement 1, the reinforcing bar Skeleton 1 is also connected with the template 2 of plate by connecting seat 3, and the connecting seat 3 is equipped with the locating slot 31 for being clamped reinforcing bar, The bottom of connecting seat 3 is equipped with the screw hole 32 being connect with template 2, and template 2 is equipped with mounting hole corresponding with the screw hole 32.Steel Tendons skeleton 1 is the frame structure of strip, and several frameworks of steel reinforcement 1 arrange parallelly, and the both ends of framework of steel reinforcement 1 are from template 2 Both sides are stretched out, and each framework of steel reinforcement 1 ties up connection by the long reinforcing bar of transverse direction across framework of steel reinforcement 1 14.
The framework of steel reinforcement 1 is equipped with the long reinforcing bar 11 of three arrangements triangular in shape, and a root long reinforcing bar 11 is in upper, two root long steel Under, the long reinforcing bar 11 of lower section is connect by dowel 12 with the long reinforcing bar 11 of top muscle 11 respectively.Dowel 12 is by a reinforcing bar It is bent into multiple end to end triangles and forms waveform, the upper corners of corrugated dowel 12 and the long reinforcing bar of top 11 phases are welded, and lower end angle and 11 phase of long reinforcing bar of lower section are welded.Template 2 in the present embodiment is one piece, using plastics or gold Belong to material, the positioning of long reinforcing bar 11 of lower section is supported in the locating slot 31.The notch of locating slot 31 is opened in connecting seat 3 The two side walls of side, locating slot 31 are horizontally disposed, and the slot bottom of locating slot 31 is arc-shaped, and connecting seat 3 is located at two root long reinforcing bars 11 outside supports long reinforcing bar 11.
As shown in figure 4, the utility model additionally provides a kind of cast-in-place building panel of removable bed die, including it is above-mentioned removable The framework of steel reinforcement 1 of bed die, the both ends of framework of steel reinforcement 1 are placed in the load-carrying members of building, and load-carrying members are spandrel girders 4,4 lower part of spandrel girder is prefabricated and is extended with convex 41 to both ends, and the top of spandrel girder 4, which is equipped with, to be poured with connection reinforcing bar 42, steel The two-end part of tendons skeleton 1 is connected above convex 41 and with described pour with connection reinforcing bar 42, and cast-in-place concrete is by building roof Plate is poured with spandrel girder 4 and is linked into an integrated entity, and template 2 is removed after the cast-in-place concrete hardening for pouring building panel.
Embodiment 2:The present embodiment is substantially the same manner as Example 1, except that the inverted T-shaped steelframe at 11 both ends of framework of steel reinforcement 13 replace (as shown in Figure 5) by connecting plate 15, and the lower end of connecting plate 15 is bent to form stiffener, set on connecting plate 15 there are three Hole, the position in hole is corresponding with the position of three root long reinforcing bars 11, and three root long reinforcing bars 11 are inserted into three holes and connect with connecting plate 15 It connects, iron wire can be tied up the two across hole.
Embodiment 3:As shown in fig. 6, the present embodiment is substantially the same manner as Example 1, except that the structure of framework of steel reinforcement 1 Difference, the framework of steel reinforcement 1 are equipped with the long reinforcing bar 11 of three arrangements triangular in shape, and a root long reinforcing bar 11 is in upper, two root long reinforcing bars 11 under, and by several parallel stirrups 16 around connection in the cross-sectional direction of three root long reinforcing bars 11, stirrup 16 is triangular in shape, The top of stirrup 16 is equipped with the upward steel bar groove of notch, and the long reinforcing bar 11 of top is located in steel bar groove, two root long reinforcing bars of lower section 11 are located at two side corner sections of 16 bottom of stirrup, and two root long reinforcing bars 11 positioning of lower section is supported in the locating slot 31 of the connecting seat 3 In.
The utility model is creatively equipped with dismountable template 2, and template 2 passes through bolt and connecting seat 3 with framework of steel reinforcement 1 Assembled connects, and improves the frame strength of building panel, and the supportive of face layer is more preferable, and face layer will not shift;And due to building Roof boarding is cast-in-place, is not prefabricated, and prefabricated place that need not be big produces, conserves, and reduces discharge of steam, and framework of steel reinforcement 1 The component formed with template 2 can advance standardized production, being placed in load-carrying members can carry out cast-in-place, and steel is tied up without scene Muscle and formwork reduce the branch die process of advance expenditure template 2 and installation form 2 so that and the making of building panel is simpler quickly, Fabricated construction efficiency is improved, the construction period is reduced, reduces building cost.Connecting seat 3 makes template 2 and framework of steel reinforcement 1 Between apart have interval, make to be packed into concrete between the two and form protective layer.
Above example is merely intended for describing the technical solutions of the present application, but not for limiting the present application, although with reference to preferred embodiment pair The utility model is described in detail, it will be understood by those of ordinary skill in the art that, it can be to the technology of the utility model Scheme is modified or replaced equivalently, and without departing from the spirit and scope of technical solutions of the utility model, should all be covered In the right of the utility model.

Claims (8)

1. a kind of framework of steel reinforcement of removable bed die, including framework of steel reinforcement, it is characterised in that:The framework of steel reinforcement also passes through connecting seat It is connected with the template of plate, the connecting seat is equipped with the locating slot for being clamped reinforcing bar, and the bottom of connecting seat is equipped with and template The screw hole of connection, template are equipped with mounting hole corresponding with the screw hole;The framework of steel reinforcement is the frame structure of strip, Several frameworks of steel reinforcement arrange parallelly, and each framework of steel reinforcement is connected by the long binding reinforcing bars of transverse direction across framework of steel reinforcement.
2. the framework of steel reinforcement of removable bed die according to claim 1, it is characterised in that:The notch of the locating slot is opened in The two side walls of the side of connecting seat, locating slot are horizontally disposed.
3. the framework of steel reinforcement of removable bed die according to claim 1, it is characterised in that:The both ends of the framework of steel reinforcement are from mould The both sides of plate are stretched out, and the framework of steel reinforcement is equipped with the long reinforcing bar of three arrangements triangular in shape, and a root long reinforcing bar is in upper, two root long steel Muscle is under, and the both ends of framework of steel reinforcement are connected by inverted T-shaped steelframe or connecting plate respectively, and connecting plate is equipped with for across long reinforcing bar Hole.
4. the framework of steel reinforcement of removable bed die according to claim 3, it is characterised in that:It is located at lower section in the framework of steel reinforcement Two root long reinforcing bars respectively by the long bar connecting of dowel and top.
5. the framework of steel reinforcement of removable bed die according to claim 4, it is characterised in that:The dowel is curved by a reinforcing bar It is converted into multiple end to end triangles and forms corrugated dowel, the upper corners of the corrugated dowel and top Long reinforcing bar mutually weld, and lower end angle and the long reinforcing bar of lower section mutually weld, and the long reinforcing bar positioning is supported in the locating slot.
6. the framework of steel reinforcement of removable bed die according to claim 1, it is characterised in that:The framework of steel reinforcement is in equipped with three The long reinforcing bar of triangular pitch, a root long reinforcing bar upper, two root long reinforcing bars under, in the cross-sectional direction of three root long reinforcing bars by For several parallel stirrups around connection, stirrup is triangular in shape, and the top of stirrup is equipped with the upward steel bar groove of notch, the long steel of top Muscle is located in steel bar groove, and two root long reinforcing bars of lower section are located at two side corner sections of stirrup bottom, and the long reinforcing bar positioning is supported in institute It states in locating slot.
7. the framework of steel reinforcement of removable bed die according to any one of claims 1 to 6, it is characterised in that:The template is one Block.
8. a kind of cast-in-place building panel of removable bed die, it is characterised in that:It is removable including claim 1 to 6 any one of them The both ends of the framework of steel reinforcement of bed die, framework of steel reinforcement are placed in the load-carrying members of building, the both ends of framework of steel reinforcement with it is described Pouring for being stretched out upwards in load-carrying members uses connection reinforcing bar close or connection.
CN201721423905.5U 2017-10-31 2017-10-31 The framework of steel reinforcement of removable bed die and cast-in-place building panel Active CN207700531U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721423905.5U CN207700531U (en) 2017-10-31 2017-10-31 The framework of steel reinforcement of removable bed die and cast-in-place building panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721423905.5U CN207700531U (en) 2017-10-31 2017-10-31 The framework of steel reinforcement of removable bed die and cast-in-place building panel

Publications (1)

Publication Number Publication Date
CN207700531U true CN207700531U (en) 2018-08-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112012385A (en) * 2020-07-29 2020-12-01 绍兴文理学院 Waterproof laminated slab and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112012385A (en) * 2020-07-29 2020-12-01 绍兴文理学院 Waterproof laminated slab and construction method thereof
CN112012385B (en) * 2020-07-29 2022-02-11 绍兴文理学院 Waterproof laminated slab and construction method thereof

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Effective date of registration: 20190321

Address after: 650599 No. 80 Chunman Avenue, Information Industry Base, Kunming Economic and Technological Development Zone, Yunnan Province, No. 423, No. 1 Haigui Pioneer Park, Yunnan Province

Patentee after: YUNNAN BANZHU TECHNOLOGY CO., LTD.

Address before: 650231 Room 1702, Unit B, C2 Building, Chunzhi District, Liyulu Road, Wuhua District, Kunming City, Yunnan Province

Patentee before: Tang Yuanyuan