CN206752828U - A kind of steel bar girder sandwich precast floor slab - Google Patents

A kind of steel bar girder sandwich precast floor slab Download PDF

Info

Publication number
CN206752828U
CN206752828U CN201720616630.0U CN201720616630U CN206752828U CN 206752828 U CN206752828 U CN 206752828U CN 201720616630 U CN201720616630 U CN 201720616630U CN 206752828 U CN206752828 U CN 206752828U
Authority
CN
China
Prior art keywords
layer
hard
steel bar
cement
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720616630.0U
Other languages
Chinese (zh)
Inventor
桑大勇
张锋剑
曹晋
张春峰
Original Assignee
桑大勇
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 桑大勇 filed Critical 桑大勇
Priority to CN201720616630.0U priority Critical patent/CN206752828U/en
Application granted granted Critical
Publication of CN206752828U publication Critical patent/CN206752828U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of steel bar girder sandwich precast floor slab.It is the layer structure battenboard being made up of the lower hard material layer, cement and polystyrene laminboard layer and upper hard material layer being stacked from bottom to top;Tiling has steel fabric sheet in lower hard material layer and upper hard material layer, and triangle steel bar girder is enclosed with cement and polystyrene laminboard layer, is provided with cement and polystyrene laminboard layer arranged on left and right sides face and is mutually matched tenon, groove;Triangle steel bar girder is to be arranged in triangular apex position by a upper cage bar and two lower cage bars and be connected the truss element that upper and lower cage bar formed by two groups of diagonal bars in wave Longitudinal extending;Wherein, lower cage bar is placed with is embedded at the bonding crack between cement and polystyrene laminboard layer and upper hard material layer in lower hard material layer upper surface, upper cage bar.The utility model has the advantages that from heavy and light, cost is low, easy positioning, installation effectiveness is high, environmentally friendly, cost-effective, connection is reliable, anti-seismic performance is strong and sound insulation, insulation, overall appearance.

Description

A kind of steel bar girder sandwich precast floor slab
Technical field
The utility model is related to the precast floor unit in a kind of building engineering field, be more specifically it is a kind of be applied to it is more The steel bar girder sandwich precast floor slab of layer or high-rise steel structure engineering, internal partition, Side fascia, plate can also be used as across 3.0 meters of left sides It is right short to be used across loading plate or long span non-bearing roofing board.
Background technology
At present, the floor in architectural engineering is broadly divided into two major classes --- precast floor slab and cast-in-situ floor.But traditional two Kind floor all exposes respective shortcoming and defect at leisure in use.
Precast floor slab does not occur larger changes and improvements technically for many years, substantially or with hollow hole Based on the concrete floor in hole.Major defect existing for such a concrete floor is:Plate is heavy, heavy, shock resistance is poor, not sound insulation, It is not incubated, needs repeatedly lifting and transhipment, manually installed difficulty(Individual plates are general all more than 350 kilograms, during fine position not Conveniently move), and easily occur plate stitch after assembling due to being completely independent, lacking reliable connection between adjacent floor deck, influence Attractive in appearance, globality poor.
For cast-in-situ floor, live formwork erection, cast-in-site, although eliminating the trouble for repeatedly lifting and transporting, It is to need to build substantial amounts of scaffold, the lumps of wood and plank sheathing in place limited at the scene, manual branch mold process is cumbersome, work is strong Spend big, time-consuming, laborious, with greatly improving for labor cost, this mode is more and more uneconomical, and wastes a large amount of timber moneys Source.
In recent years, steel structure frame formula building was more and more, i.e., is arrived first using as the steel column of main support, steel girder erection Position, floor, lining, Side fascia and steel column, the girder steel of subsequent installation are attached and fixed again.Then there have been a kind of generation For the corrugated steel cast-in-situ floor of traditional plank sheathing:Corrugated steel is positioned on girder steel, directly by the use of corrugated steel as Building template, while the bottom reinforcement bars as floor again.Although corrugated steel cast-in-situ floor can save traditional plank sheathing and tear open The trouble of mould, but the exposed corrugated steel of floor slab bottoms unsightly, difficulty coats;Structure fire poor performance, steel plate once by Bearing capacity of floor slab just substantially reduces after heat;In addition, as the problem of reinforcing bar detraction also be present in steel plate corrosion.Therefore, this ripple Steel plate cast-in-situ floor is limited significantly using upper, is only used at present in Small-scale redevelopment engineering and fitting-out work, is failed a large amount of It is generalized in multilayer, high-rise steel structure engineering.
At present in multilayer, high-rise steel structure engineering, most widely used cast-in-place concrete floor formwork erection plate technique, is one Kind be called the technology of " steel bar truss floor support plate ", and with the immediate prior art of the utility model.Steel bar truss floor support plate Core component be triangle steel bar girder, i.e., arranged, put into along horizontal Longitudinal extending by a upper cage bar, two lower cage bars Cross section be triangle component.In other words, as a horizontal bottom and two inclinations are formd between three cage bars Side, it is provided with two inclined sides and is longitudinally continuous the diagonal bar for curving wave extension and is welded with upper and lower cage bar.And Steel bar truss floor support plate is exactly that the triangle steel bar girder three that will be welded is one group, by three triangle reinforcing bars in a manner of uniform The horizontal bottom of truss is fixed and is welded on one piece of thin galvanized steel plain sheet, that is, forming one piece 60 centimeters wide, length can arbitrarily set Steel form, steel bar truss floor support plate is fixed on girder steel, then direct casting concrete slurry.It is cast-in-place with above-mentioned corrugated steel Floor is compared, and the thin galvanized steel plain sheet of steel bar truss floor support plate bottom is flat board, and only plays temporary support concrete, in building Thin galvanized steel plain sheet is with regard to ineffective after board concrete solidification, because the triangle steel bar girder in floor just constitutes floor requirement Arrangement of reinforcement, bearing requirements can be met.Therefore, the thin galvanized steel plain sheet of bottom can be removed after floorslab concrete solidification. In addition, triangle steel bar girder can continuously be welded by automatic welder, machining accuracy height, efficiency high, good economy performance.Meanwhile steel Formwork erection mode of the muscle truss floor support plate as main flow in current multilayer, high-rise steel structure engineering, save substantial amounts of shuttering and Labour cost, also save substantial amounts of timber resources.It is disadvantageous in that:The thin galvanized steel plain sheet of manual demolition needs to expend necessarily Manpower, and the galvanized steel plain sheet majority gross distortion removed, so reprocessing can only be melted down when waste product, this also results in one newly Waste.
Compare from construction weight merely, either floor or wallboard, be mostly on the premise of same breadth, equal thickness The weight of Bars In Poured Concrete Slab is more than prefabricated board(Such as most general office building, spot-cast concrete floor-slab thickness are 10 centimeters, conduct oneself with dignity every square 240 kilograms, and common prefabricated board is typically in 170-180 kilograms/square meter), therefore Bars In Poured Concrete Slab has no in terms of construction weight is mitigated Advantage, and also have no the feasible method for mitigating construction weight in the construction technology of Bars In Poured Concrete Slab at present.Pushed greatly in current country Under the background of the assembled architecture of row energy-saving and environmental protection, in this field of building floor, have the technique for improving precast floor slab only, subtract The deadweight of light floor, the assembly performance for improving floor are only the direction of technological innovation, and this is also reason place of the present utility model.
The content of the invention
The purpose of this utility model is exactly to provide a kind of reinforcing bar for the weak point in the presence of above-mentioned prior art Truss sandwich precast floor slab.The utility model has from heavy and light, cost is low, easy positioning, installation effectiveness are high, it is environmentally friendly, cost-effective, Connection is reliable, anti-seismic performance is strong and the advantages that sound insulation, insulation, overall appearance.
The purpose of this utility model can be realized by following technique measures:
Steel bar girder sandwich precast floor slab of the present utility model is gathered by lower hard material layer, the cement being stacked from bottom to top The layer structure battenboard that benzene laminboard layer and upper hard material layer are formed;In the lower hard material layer and upper hard material layer Tiling has steel fabric sheet(Purpose is anticracking and strengthens top layer rigidity), it is enclosed with the cement and polystyrene laminboard layer some The triangle steel bar girder that group extends along longitudinally, be provided with cement and polystyrene laminboard layer arranged on left and right sides face Longitudinal extending and Tenon, the groove being mutually matched(The fast positioning of adjacent two pieces of battenboards and quick splicing can be realized when assembling at the scene, and Good sealing effect after being handled at splicing seams using cement base adhesives);The triangle steel bar girder is by a upper cage bar Triangular apex position is arranged in two lower cage bars and by being connected upper and lower master in two groups of diagonal bars of wave Longitudinal extending The truss element that muscle is formed;Wherein, lower cage bar is placed with is embedded in cement and polystyrene sandwich in lower hard material layer upper surface, upper cage bar At bonding crack between layer and upper hard material layer.
The area that upper cage bar is wrapped up by upper hard material layer described in the utility model is more than by cement and polystyrene laminboard layer bag The area wrapped up in(It is easy to combine and bears pressure).
The thickness of upper hard material layer is more than the thickness of lower hard material layer, the cement and polystyrene described in the utility model The thickness of laminboard layer is more than the thickness of upper hard material layer.
The width of steel fabric sheet described in the utility model is equal with the width of upper and lower hard material layer.
The quantity of triangle steel bar girder described in the utility model is three groups.
The quantity of tenon described in the utility model and groove is one.
The cross sectional shape of tenon described in the utility model and groove is trapezoidal(With pattern draft, adjacent two pieces of sandwiches Tenon and groove easily assemble when plate assembles, and are easy to fast positioning).
The cross sectional shape of tenon described in the utility model and groove is semicircle arcuation(It is convex during adjacent two pieces of battenboards assembling Tenon and groove are easily assembled, and are easy to fast positioning, and corresponding arcuation mould is easily worked).
Design principle of the present utility model is as follows:
From the above as can be seen that the cement and polystyrene laminboard layer positioned at intermediate layer accounts for master on the structural thickness of battenboard (thickness of lower hard material layer is 5mm~10mm to body, and the thickness of upper hard material layer is 10mm~20mm, the cement in intermediate layer Thickness 80mm~150mm of polyphenyl sandwich layer), that is, the large percentage of battenboard plate bulk is accounted for, and intermediate layer is small by proportion (density of mixed slurry is about every cubic metre to the mixed slurry moulding by casting that granular polystyrene is formed after being mixed with cement slurry 250 kilograms), compared with the steel bar truss floor support plate of traditional simplex concrete structure, the deadweight of floor mitigates significantly.It is meanwhile poly- Benzene particle is derived from discarded styrofoam, waste secondary use, cost-effective, environmental protection;And granular polystyrene has well Heat insulation effect and soundproof effect.Offered in the both sides of steel bar girder sandwich precast floor slab of the present utility model extend longitudinally, And shape and size match tenon and groove, fast positioning can be achieved when so assembling at the scene between adjacent two pieces of battenboards It is high with quick splicing, installation effectiveness.Simultaneously as it is equipped with and can prevents in the upper and lower layer hard material layer of sandwich precast floor slab The steel fabric sheet of surface rigidity is split and strengthens, along with can be to using cement base at splicing seams after adjacent floor deck fast positioning Adhesives carries out encapsulation process, and the easy brush trowelling material in outer surface of hard material layer carries out later stage decoration up and down, therefore The utility model not only solves traditional plate stitch problem, and the overall plate face of floor is attractive in appearance.The utility model is with multigroup Light floor of the triangle steel bar girder as arrying main body, after floor is placed on girder steel matrix, it can be easy to knock out to be placed with Lower cage bar in underfloor hard material layer upper surface, and reinforcing bar point is welded on girder steel matrix and is positioned and is fixed, solve The problem that conventional floors can not position on girder steel, connection is reliable, bearing capacity is strong, anti-seismic performance greatly improves.
The beneficial effects of the utility model are as follows:
The utility model has from heavy and light, cost is low, easy positioning, installation effectiveness is high, environmentally friendly, cost-effective, connection is reliable, Anti-seismic performance is strong and the advantages that sound insulation, insulation, overall appearance.
More specifically, current cast-in-situ floor weight is generally more than 240 kilograms/square meter, and precast floor slab weight is general all big In 170 kilograms/square meter, and the weight of steel bar girder sandwich precast floor slab of the present utility model accomplish 70 kilograms -100 kilograms/it is flat Rice, it is contemplated that the weight of steel structure column, beam main body frame in multi-storey steel structure is typically in every square metre of 100 kilograms of construction area Within, every square metre of floor weight, which mitigates more than 140 kilograms, means that architectural complex weight mitigates significantly, and building cost is also corresponding It is greatly decreased.Compared to common prefabricated board, due to half of the weight less than normal concrete prefabricated board, it is well suited for construction site Repeatedly dismantle, install and use;Simultaneously in post-disaster reconstruction, it is adapted to high-volume to transport, quick New Dwelling.
Brief description of the drawings
Fig. 1 is the sectional elevation of the utility model structure one.
Fig. 2 is longitudinal section of the present utility model.
Fig. 3 is the cross-sectional front view of the utility model intermediate cam steel bar girder.
Fig. 4 is Fig. 3 left view.
Fig. 5 is the sectional elevation of the utility model structure two.
Sequence number in figure:1st, lower hard material layer, 2, cement and polystyrene sandwich of layers, 3, upper hard material layer, 4, steel fabric sheet, 5, Triangle steel bar girder, 6, groove, 7, tenon, 8, upper cage bar, 9, lower cage bar, 10, diagonal bar.
Embodiment
The utility model is below with reference to embodiment(Accompanying drawing)It is further described:
Embodiment one
As shown in Figure 1 to 4, steel bar girder sandwich precast floor slab of the present utility model is lower hard by what is be stacked from bottom to top The layer structure battenboard that the material bed of material 1, cement and polystyrene laminboard layer 2 and upper hard material layer 3 are formed;In the lower hard material Tiling has steel fabric sheet 4 in layer 1 and upper hard material layer 3(Purpose is anticracking and strengthens top layer rigidity), in the cement Some groups of triangle steel bar girders 5 extended along longitudinally are enclosed with polyphenyl sandwich layer 2, it is left and right in cement and polystyrene laminboard layer 2 Tenon 7, the groove 6 that Longitudinal extending is provided with two sides and is mutually matched(Adjacent two pieces of sandwiches can be realized when assembling at the scene The fast positioning of plate and quick splicing, and at splicing seams using the processing of cement base adhesives after good sealing effect);It is described Triangle steel bar girder 5 is to be arranged in triangular apex position and by wave by a upper cage bar 8 and two lower cage bars 9 Two groups of diagonal bars 10 of Longitudinal extending connect the truss element that upper and lower cage bar 8,9 is formed;Wherein, lower cage bar 9 is placed with lower hard material The upper surface of the bed of material 1, upper cage bar 8 are embedded at the bonding crack between cement and polystyrene laminboard layer 2 and upper hard material layer 3.
The area that upper cage bar 8 is wrapped up by upper hard material layer 3 described in the utility model is more than by cement and polystyrene laminboard layer 2 The area of parcel(It is easy to combine and bears pressure).
The thickness of upper hard material layer 3 is more than the thickness of lower hard material layer 1 described in the utility model, and the cement gathers The thickness of benzene laminboard layer 2 is more than the thickness of upper hard material layer 3.
The width of steel fabric sheet 4 described in the utility model is equal with the width of upper and lower hard material layer 3,1.
The quantity of triangle steel bar girder described in the utility model 5 is three groups.
The quantity of tenon 7 described in the utility model and groove 6 is one.
The cross sectional shape of tenon 7 described in the utility model and groove 6 is trapezoidal(With pattern draft, adjacent two pieces of folders Tenon 7 and groove 6 easily assemble when core plate assembles, and are easy to fast positioning).
Embodiment two
The present embodiment and the difference of embodiment one are only in that:The cross sectional shape of the tenon 7 and groove 6 is semicircle Arcuation(Tenon 7 and groove 6 easily assemble during the assembling of adjacent two pieces of battenboards, are easy to fast positioning, and corresponding arcuation mould is easy Processing).
Specifically used process of the present utility model is:
Steel bar girder sandwich precast floor slab of the present utility model can be used as indoor floor, can also be used as internal partition, outer Wallboard.Operation during use is very simple, by taking floor as an example:First, some pieces of battenboards of the present utility model are transported, And it is placed into in requisition for the position of installation, making the front and rear often tenon 7 of adjacent two pieces of battenboards, 6 mutual clamp of groove, being spelled Connect;Then, after floor positioning, in needing the position that is connected with girder steel matrix to knock out lower hard material layer 1 steel fabric sheet 4 with And lower cage bar 9, it is spot-welded together with girder steel matrix, then battenboard just with girder steel matrix it is unusually strong be fixed as one it is whole Body, thus easily solve the problem that common prefabricated board can not position in girder steel matrix, and greatly strengthen battenboard and exist Anti-seismic performance during use;After positioning is fixed, cement injection base adhesives, complete at the splicing seams of adjacent battenboard Sealing and bonding into piece, it is easy in later stage fitment process to underfloor external coating coating, to upper surface laying floor Deng.
Additionally by experimental verification, the utility model is also used as plate across 3.0 meters or so short across loading plate or length Across non-bearing roofing board uses:In structural steelwork, by setting steel secondary beam to be easily met the span requirement of floor.With width 60cm, long 360cm, high 10cm steel bar girder sandwich precast floor slab exemplified by, three group three is disposed with cement and polystyrene laminboard layer 2 Angle steel bar girder 5, the height of triangle steel bar girder 5 are 8.5cm, a diameter of Ф 10mm of upper cage bar 8, lower cage bar 9 it is a diameter of Ф 8mm, upper and lower cage bar 8,9 are III grade of reinforcing bar, and the thickness of lower hard material layer 1 is 5mm, and the thickness of upper hard material layer 3 is 15mm, actual measurement plate weigh 175 kilograms, i.e., nearly weigh 80 kilograms per square meter.700 public affairs are first added on the steel bar girder sandwich precast floor slab Jin evenly load, actual measurement amount of deflection are less than 2cm, and now per 325 kilograms of square meter evenly load, and general floor plan payload values are 200 kilograms/square meter.From simple loading test, the bearing capacity of steel bar girder sandwich precast floor slab fully meets requirement, And when reaching 325 kilograms of every square meter dead load, plate does not have the sign of any destruction yet, and plate has good elasticity.With it is common pre- It is deflection that making sheet, which is compared slightly discrepant,(That is amount of deflection in the middle part of plate)It is slightly larger, in 700 kilograms of total load heads amount of deflection close to 2cm, this Main body mainly due to steel bar girder sandwich precast floor slab is that steel bar girder adds light sandwich layer, thus during stress deflection compared with Greatly.If same plate, span is changed to 2.4 meters, then under same evenly load, according to the elastic theory of plate, amount of deflection will become For 3.6 meters of spans when 1/5th, i.e. amount of deflection will be kept to be less than 4mm, the i.e. deflection less than plate length 2/1000ths, and this is with regard to complete Bearing capacity and the amount of deflection requirement of full up pedal plate.Therefore, for this brassboard, as 2.4 meters across loading plate it is enough, such as Fruit will increase span, and side can be appropriate to increase thickness of slab to realize by increasing bar diameter.On the whole, the utility model ratio The short long span non-bearing roofing board within loading plate or 6.0 meters being more suited to as 3.0 meters or so uses.
Steel bar girder sandwich precast floor slab of the present utility model pour building up using horizontal positioned template in factory Type, specific manufacturing process are as follows:
(1)Spelling steel form:Steel form is spelled by counterdie, side form and end module, formation cross section is as shown in Figure 1 to be poured into Type inner chamber.Wherein, bed die must be horizontal positioned, to ensure that layers of material thickness is uniform;It is suppressed with and is used in side form shaping panel Concavity cambered surface, the convex cambered surface that tenon 7, the groove 6 of sandwich floor slab are molded.
(2) group weldering triangle steel bar girder:The structure of triangle steel bar girder 5 refers to Fig. 3, Fig. 4, will be oblique using automatic welder Muscle 10 continuously welds with upper cage bar 8, lower cage bar 9 and forms triangle steel bar girder.
(3)Cloth muscle:After steel form spelling, steel fabric sheet 4 is laid in the bottom of forming cavity first, then in steel wire Triangle steel bar girder 5 is put on piece 4, triangle steel bar girder 5 should be fixed at both ends, not shift position during ensureing to pour.Typically The width of sandwich floor slab is 60cm, puts three groups high 8.5cm~15cm steel bar girders.
(4)Pour lower hard material layer:Lower hard material layer 1 is poured using cement-based grouting material, general bottom pours Thickness 5mm to 10mm, play cover to reinforcement, while be easy to later stage brushing paint.
(5)Joints cement polyphenyl sandwich layer:After the lower initial set of hard material layer 1, in the top cavity of lower hard material layer 1 The mixed slurry that middle cast is formed after being mixed by the small granular polystyrene of proportion with cement slurry, pour height and flooded substantially for slurry Triangle steel bar girder 5, the radius for the upper cage bar 8 that the upper top exposed portion of cage bar 8 is slightly larger than, forms water in triangle steel bar girder 5 Mud polyphenyl sandwich layer 2.
(6)Pour hard material layer:After the initial set of cement and polystyrene laminboard layer 2, in the upper surface of cement and polystyrene laminboard layer 2 Steel fabric sheet 4 is laid, then casting cement base grouting material, pour the upper surface of slurry and the side form of steel form, end mould top surface Concordantly, the thickness of upper hard material layer 3 is typically set to 10mm~20mm after solidification.Wherein, upper cage bar 8 is simultaneously by upper hard material Layer 3 and lower hard material layer 1 wrap up, and are easy to combine and bear pressure.
(7)Maintenance, stock, use:Conserved under normal temperature three days can stock stack, can come into operation within 15th.

Claims (8)

  1. A kind of 1. steel bar girder sandwich precast floor slab, it is characterised in that:It is the lower hard material layer by being stacked from bottom to top (1), cement and polystyrene laminboard layer(2)With upper hard material layer(3)The layer structure battenboard of composition;In the lower hard material layer (1)With upper hard material layer(3)Inside tiling has steel fabric sheet(4), in the cement and polystyrene laminboard layer(2)In be enclosed with it is some The triangle steel bar girder that group extends along longitudinally(5), in cement and polystyrene laminboard layer(2)Arranged on left and right sides is provided with longitudinal direction on face Extension and the tenon being mutually matched(7), groove(6);The triangle steel bar girder(5)It is by a upper cage bar(8)With under two Cage bar(9)It is arranged in triangular apex position and by two groups of diagonal bars in wave Longitudinal extending(10)Connect upper and lower cage bar (8、9)The truss element of formation;Wherein, lower cage bar(9)It is placed with lower hard material layer(1)Upper surface, upper cage bar(8)It is embedded in Cement and polystyrene laminboard layer(2)With upper hard material layer(3)Between bonding crack at.
  2. 2. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The upper cage bar(8)By upper hard The material bed of material(3)The area of parcel is more than by cement and polystyrene laminboard layer(2)The area of parcel.
  3. 3. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The upper hard material layer(3) Thickness be more than lower hard material layer(1)Thickness, the cement and polystyrene laminboard layer(2)Thickness be more than upper hard material layer (3)Thickness.
  4. 4. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The steel fabric sheet(4)Width Degree and upper and lower hard material layer(3、1)Width it is equal.
  5. 5. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The triangle steel bar girder(5) Quantity be three groups.
  6. 6. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The tenon(7)And groove(6) Quantity be one.
  7. 7. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The tenon(7)And groove(6) Cross sectional shape to be trapezoidal.
  8. 8. steel bar girder sandwich precast floor slab according to claim 1, it is characterised in that:The tenon(7)And groove(6) Cross sectional shape be semicircle arcuation.
CN201720616630.0U 2017-05-31 2017-05-31 A kind of steel bar girder sandwich precast floor slab Expired - Fee Related CN206752828U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720616630.0U CN206752828U (en) 2017-05-31 2017-05-31 A kind of steel bar girder sandwich precast floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720616630.0U CN206752828U (en) 2017-05-31 2017-05-31 A kind of steel bar girder sandwich precast floor slab

Publications (1)

Publication Number Publication Date
CN206752828U true CN206752828U (en) 2017-12-15

Family

ID=60621398

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720616630.0U Expired - Fee Related CN206752828U (en) 2017-05-31 2017-05-31 A kind of steel bar girder sandwich precast floor slab

Country Status (1)

Country Link
CN (1) CN206752828U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108842944A (en) * 2018-06-21 2018-11-20 宝业集团浙江建设产业研究院有限公司 A kind of assembled light composite thermo-insulating wall board and preparation method thereof and installation method
CN112064847A (en) * 2020-07-17 2020-12-11 湖北神州建材有限责任公司 Assembly construction method of assembled floor slab

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108842944A (en) * 2018-06-21 2018-11-20 宝业集团浙江建设产业研究院有限公司 A kind of assembled light composite thermo-insulating wall board and preparation method thereof and installation method
CN112064847A (en) * 2020-07-17 2020-12-11 湖北神州建材有限责任公司 Assembly construction method of assembled floor slab

Similar Documents

Publication Publication Date Title
CN106996161A (en) A kind of steel bar girder sandwich precast floor slab
CN206070835U (en) A kind of assembled architecture bottom composite floor
CN101967851A (en) Board-mixing structure assembly type house and building method thereof
CN107780576A (en) A kind of assembled architecture bottom composite floor and its connected mode
CN206752828U (en) A kind of steel bar girder sandwich precast floor slab
CN206873730U (en) A kind of steel bar truss floor structure
CN205875394U (en) Antidetonation concrete beam column that dry process is connected
CN202430876U (en) Floor system with structure of steel and concrete precast slabs
CN108301545A (en) A kind of big module overlapping contignation of the assembled with space truss temporary support
CN205976215U (en) Compound box roof beam of assembled concrete
CN206545308U (en) A kind of Steel Castellated Beams rib concrete folding plate
CN107165271A (en) A kind of assembled Special-Shaped Column concrete frame structure
CN209339419U (en) A kind of glomeration building superimposed sheet unidirectional precast hollow slab in gradual change section
CN105971176A (en) Hollow concrete composite slab provided with thin-wall steel tube ribs, floor, building and manufacturing method
CN101435237A (en) Novel hollow combined board
CN109518861A (en) A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall
CN203160489U (en) Cold-formed thin-wall lattice-type steel-concrete composite heat-insulation floor slab
CN206616695U (en) A kind of concrete panel and girt strip floor dry type connecting node
CN205857488U (en) A kind of light composite heat-preserving laminated floor slab
CN205444514U (en) Bearing light insulation intergral template
CN105696453B (en) A kind of steel-concrete combination beam
CN201649291U (en) Box house
CN108331223A (en) A kind of bolted and welded connection quadrate steel pipe column-stealth beam floor assembly system
CN101230664A (en) Force-bearing type underplate component
CN106759877A (en) Assembly concrete node and its dry type connection method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171215

Termination date: 20200531

CF01 Termination of patent right due to non-payment of annual fee