CN206346370U - Truss Deck Concrete Slab - Google Patents

Truss Deck Concrete Slab Download PDF

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Publication number
CN206346370U
CN206346370U CN201621386806.XU CN201621386806U CN206346370U CN 206346370 U CN206346370 U CN 206346370U CN 201621386806 U CN201621386806 U CN 201621386806U CN 206346370 U CN206346370 U CN 206346370U
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China
Prior art keywords
reinforcement
reinforcing bar
bearing
bar
truss
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Active
Application number
CN201621386806.XU
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Chinese (zh)
Inventor
晋卫兵
孟振
洪奇
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North Link Green Construction Group Ltd
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North Link Green Construction Group Ltd
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Priority to CN201621386806.XU priority Critical patent/CN206346370U/en
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Abstract

The utility model is related to a kind of Truss Deck Concrete Slab, in reinforcement bar truss mould plate upper concrete, the reinforcement bar truss mould plate is steel bar girder and the integrally welded gang form of zinc-plated profiled sheet, the steel bar girder includes bearing vertical reinforcement, bearing horizontal reinforcement, wind up reinforcing bar, lower edge reinforcing bar and web member reinforcing bar, bearing vertical reinforcement upper end connects the reinforcing bar that winds up, the reinforcing bar that winds up is mutually perpendicular to bearing vertical reinforcement, bearing vertical reinforcement lower end sets bearing horizontal reinforcement, the bearing horizontal reinforcement is mutually perpendicular to bearing vertical reinforcement, the bearing horizontal reinforcement is vertical with described two lower edge reinforcing bars being parallel to each other to be connected, the one end of the two ends of the bearing horizontal reinforcement respectively with lower edge reinforcing bar is fixedly connected, 2 web member reinforcing bars are arranged symmetrically.The beneficial effects of the utility model are:1) live colligation workload 70% or so is reduced, shortens the duration.2) it is a large amount of to reduce Site Template and scaffold consumption, simplify working procedure.

Description

Truss Deck Concrete Slab
Technical field
The utility model is related to a kind of concrete floor, more particularly to a kind of Truss Deck Concrete Slab.
Background technology
Floor system accounts for sizable ratio in the quantities of total, largely have impact on total Construction costs and construction speed.How improving assembling degree, accelerating speed of application is also to promote steel building to be solved Certainly the problem of.
Utility model content
Technical problem to be solved in the utility model is:A kind of Truss Deck Concrete Slab is provided, it is above-mentioned to solve Technical problem.
The technical scheme that the utility model is used by solution the problem of set forth above is:
A kind of Truss Deck Concrete Slab, including reinforcement bar truss mould plate, in reinforcement bar truss mould plate upper concrete, institute It is steel bar girder and the integrally welded gang form of zinc-plated profiled sheet 6 to state reinforcement bar truss mould plate, and the steel bar girder includes Bearing vertical reinforcement 1, bearing horizontal reinforcement 2, the reinforcing bar 3 that winds up, lower edge reinforcing bar 4 and web member reinforcing bar 5, the upper end of bearing vertical reinforcement 1 The reinforcing bar 3 that winds up is connected, the reinforcing bar 3 that winds up is mutually perpendicular to bearing vertical reinforcement 1, the lower end of bearing vertical reinforcement 1 sets bearing Horizontal reinforcement 2, the bearing horizontal reinforcement 2 is mutually perpendicular to bearing vertical reinforcement 1, the bearing horizontal reinforcement 2 and described two The vertical connection of the individual lower edge reinforcing bar 4 being parallel to each other, the one end of the two ends of the bearing horizontal reinforcement 2 respectively with lower edge reinforcing bar 4 It is fixedly connected, 2 web member reinforcing bars 5 are arranged symmetrically, web member reinforcing bar bottom is located on zinc-plated profiled sheet 6, the reinforcing bar 3 that winds up In 2 tops of web member reinforcing bar 5.
Described bearing vertical reinforcement 1 includes constituting herringbone knot by identical one end connection of two relative support members 7 Structure, two support members 7 are integral type structure, upper slot section 8 that the support member 7 includes being sequentially connected, middle part straightway 9, under Portion's segmental arc 10, identical one end of two upper slot sections 8 is fixedly connected, and is had between two upper slot sections 8 in through hole 11, two The abutting contact of portion's straightway 9, lower curved section 10 stretches out.
Reinforcement horizontal reinforcement is evenly equipped between the lower edge reinforcing bar 4 that described two are parallel to each other.
Described web member reinforcing bar 5 is made up of crest and trough, and the outside bending of trough forms horizontal stand.
Operation principle of the present utility model:Reinforcement bar truss mould plate be by reinforcing bar in floor in factory process into steel bar girder, And by steel bar girder and the integrally welded gang form of zinc-plated profiled sheet.In reinforcement bar truss mould plate upper concrete, just Form Truss Deck Concrete Slab.
The beneficial effects of the utility model are:1) live colligation workload 70% or so is reduced, shortens the duration, so as to protect Floor is hindered harmonious on speed of application with beam column construction.2) it is a large amount of to reduce Site Template and scaffold consumption, simplify Working procedure;3) can simultaneously it be constructed with multilayer floor slab;4) arrangement of bar is uniform, and protective layer thickness is determined, improves construction quality; 5) more common profiled sheet concrete floor economy.6) after concrete reaches intensity, bottom template is easily removed, as common existing Pour plate equally to plaster, not only save the considerable furred ceiling expense of a stroke count volume, and also assures that the headroom in room is not occupied. 7) connection reliability is good, and working stability, junction is especially fastened, it is not easy to depart from.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structure enlarged diagram of bearing vertical reinforcement in Fig. 1.
Wherein, 1- bearings vertical reinforcement, 2- bearing horizontal reinforcements, 3- winds up reinforcing bar, 4- lower edge reinforcing bars, 5- web member reinforcing bars, Straightway in the middle part of the zinc-plated profiled sheets of 6-, 7- support members, 8- upper slots section, 9-, 10- lower curveds section, 11- through holes.
Embodiment
Embodiment of the present utility model is further illustrated below in conjunction with the accompanying drawings.
Reference picture 1-2, a kind of Truss Deck Concrete Slab described in present embodiment, including steel bar girder mould Plate, in reinforcement bar truss mould plate upper concrete, the reinforcement bar truss mould plate is that steel bar girder is welded into zinc-plated profiled sheet 6 The gang form of one, the steel bar girder includes bearing vertical reinforcement 1, bearing horizontal reinforcement 2, the reinforcing bar 3 that winds up, lower edge reinforcing bar 4 and web member reinforcing bar 5, the connection of the upper end of bearing vertical reinforcement 1 is winded up reinforcing bar 3, it is described wind up reinforcing bar 3 and bearing vertical reinforcement 1 it is mutual Vertically, the lower end of bearing vertical reinforcement 1 sets bearing horizontal reinforcement 2, and the bearing horizontal reinforcement 2 and bearing vertical reinforcement 1 are mutual Vertically, the bearing horizontal reinforcement 2 is vertical with described two lower edge reinforcing bars 4 being parallel to each other is connected, the horizontal steel of bearing The one end of the two ends of muscle 2 respectively with lower edge reinforcing bar 4 is fixedly connected, and 2 web member reinforcing bars 5 are arranged symmetrically, and web member reinforcing bar bottom is located at On zinc-plated profiled sheet 6, the reinforcing bar 3 that winds up is positioned at 2 tops of web member reinforcing bar 5.
Described bearing vertical reinforcement 1 includes constituting herringbone knot by identical one end connection of two relative support members 7 Structure, two support members 7 are integral type structure, upper slot section 8 that the support member 7 includes being sequentially connected, middle part straightway 9, under Portion's segmental arc 10, identical one end of two upper slot sections 8 is fixedly connected, and is had between two upper slot sections 8 in through hole 11, two The abutting contact of portion's straightway 9, lower curved section 10 stretches out.
Reinforcement horizontal reinforcement is evenly equipped between the lower edge reinforcing bar 4 that described two are parallel to each other.
Described web member reinforcing bar 5 is made up of crest and trough, and the outside bending of trough forms horizontal stand.
The operation principle of present embodiment:Reinforcement bar truss mould plate is into reinforcing bar purlin by reinforcing bar in floor in factory process Frame, and by steel bar girder and the integrally welded gang form of zinc-plated profiled sheet.In reinforcement bar truss mould plate upper concrete, Just Truss Deck Concrete Slab is formed.
The beneficial effect of present embodiment is:1) live colligation workload 70% or so is reduced, shortens the duration, from And ensured that floor is harmonious on speed of application with beam column construction.It is 2) a large amount of to reduce Site Template and scaffold consumption, Simplify working procedure;3) can simultaneously it be constructed with multilayer floor slab;4) arrangement of bar is uniform, and protective layer thickness is determined, improves construction Quality;5) more common profiled sheet concrete floor economy.6) after concrete reaches intensity, bottom template is easily removed, as Common Bars In Poured Concrete Slab is equally plastered, and has not only saved the considerable furred ceiling expense of a stroke count volume, and also assures that the headroom in room not Occupied.7) connection reliability is good, and working stability, junction is especially fastened, it is not easy to depart from.
Specific embodiment of the utility model is not constituted to limitation of the present utility model, every to use phase of the present utility model Like structure and change, in protection domain of the present utility model.

Claims (4)

1. a kind of Truss Deck Concrete Slab, including reinforcement bar truss mould plate, in reinforcement bar truss mould plate upper concrete, it is special Levy and be:The reinforcement bar truss mould plate is steel bar girder and zinc-plated profiled sheet(6)Integrally welded gang form, the steel Muscle truss includes bearing vertical reinforcement(1), bearing horizontal reinforcement(2), wind up reinforcing bar(3), lower edge reinforcing bar(4)With web member reinforcing bar (5), bearing vertical reinforcement(1)Upper end connects the reinforcing bar that winds up(3), the reinforcing bar that winds up(3)With bearing vertical reinforcement(1)Mutually hang down Directly, bearing vertical reinforcement(1)Lower end sets bearing horizontal reinforcement(2), the bearing horizontal reinforcement(2)With bearing vertical reinforcement (1)It is mutually perpendicular to, the bearing horizontal reinforcement(2)With described two lower edge reinforcing bars being parallel to each other(4)Vertical connection, it is described Bearing horizontal reinforcement(2)Two ends respectively with lower edge reinforcing bar(4)One end be fixedly connected, 2 web member reinforcing bars(5)It is arranged symmetrically, Web member reinforcing bar bottom is located at zinc-plated profiled sheet(6)On, the reinforcing bar that winds up(3)Positioned at 2 web member reinforcing bars(5)Top.
2. a kind of Truss Deck Concrete Slab as claimed in claim 1, it is characterised in that:Described bearing vertical reinforcement 1 Including by two relative support members(7)Identical one end connection composition herringbone structure, two support members(7)For integral type knot Structure, the support member(7)Including the upper slot section being sequentially connected(8), middle part straightway(9), lower curved section(10), on two Portion's groove section(8)Identical one end be fixedly connected, two upper slots section(8)Between have through hole(11), two middle part straightways(9) Abutting contact, lower curved section(10)Stretch out.
3. a kind of Truss Deck Concrete Slab as claimed in claim 1, it is characterised in that:What described two were parallel to each other Lower edge reinforcing bar(4)Between on be evenly equipped with reinforcement horizontal reinforcement.
4. a kind of Truss Deck Concrete Slab as claimed in claim 1, it is characterised in that:Described web member reinforcing bar(5)By Crest and trough composition, the outside bending of trough form horizontal stand.
CN201621386806.XU 2016-12-16 2016-12-16 Truss Deck Concrete Slab Active CN206346370U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621386806.XU CN206346370U (en) 2016-12-16 2016-12-16 Truss Deck Concrete Slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621386806.XU CN206346370U (en) 2016-12-16 2016-12-16 Truss Deck Concrete Slab

Publications (1)

Publication Number Publication Date
CN206346370U true CN206346370U (en) 2017-07-21

Family

ID=59321821

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621386806.XU Active CN206346370U (en) 2016-12-16 2016-12-16 Truss Deck Concrete Slab

Country Status (1)

Country Link
CN (1) CN206346370U (en)

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