CN203742063U - Novel floor slab - Google Patents

Novel floor slab Download PDF

Info

Publication number
CN203742063U
CN203742063U CN201320883773.XU CN201320883773U CN203742063U CN 203742063 U CN203742063 U CN 203742063U CN 201320883773 U CN201320883773 U CN 201320883773U CN 203742063 U CN203742063 U CN 203742063U
Authority
CN
China
Prior art keywords
floor slab
layer
sand bed
cement sand
floor
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
CN201320883773.XU
Other languages
Chinese (zh)
Inventor
李翠翠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qingjian Group Co Ltd
Original Assignee
Qingjian Group Co Ltd
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 Qingjian Group Co Ltd filed Critical Qingjian Group Co Ltd
Priority to CN201320883773.XU priority Critical patent/CN203742063U/en
Application granted granted Critical
Publication of CN203742063U publication Critical patent/CN203742063U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a novel floor slab comprising a support layer and a packing layer, wherein the support layer comprises a metal net with a plurality of through holes; a plurality of parallel U-shaped convex ribs are arranged on the metal net; the packing layer comprises a cement mortar layer I at the upper part of the metal net; a fine reinforced layer is arranged at the upper part of the cement mortar layer I; a cement mortar layer II is arranged at the upper part of the fine reinforced layer. By adopting the design of the novel floor slab, the weight of the floor slab is reduced, the steel consumption in the floor slab manufacturing process is reduced, the production cost of the floor slab is reduced, the application method and the manufacturing process of the floor slab are simplified, and the thickness of the floor slab is reduced, so that the novel floor slab is more practical. The weight of the floor slab is reduced by use of the metal net, and the tensile strength of the floor slab is improved. The tensile strength of the floor slab is improved by use of the U-shaped convex ribs; the thermal insulation properties of the floor slab are improved by using of a honeycomb plate layer; the sound insulation property of the floor slab is improved by use of a wood sound-absorbing board.

Description

A kind of New Floor Slab
Technical field
The utility model relates to a kind of New Floor Slab, belongs to building field.
Background technology
Floor part is the chief component of building structure deadweight.Floor weight is excessive, just requires parts and other relevant building structure that the parts that support floor are connected with floor to have very high support strength, thereby has increased accordingly building costs.Moreover, because the weight of floor and relevant building structure increases, the also corresponding anti-seismic performance that reduces building.The domestic floor for construction work is generally concrete floor at present.In agriculture residence, monolithic reinforced concrete structure slab thickness is all 10 centimeters of left and right, and this floor is mainly that cement, sand, stone and steel are made, so this floor weight is large, makes process period long simultaneously, and cost is relatively high.And the floor of this high weight is difficult to meet the requirement of agriculture residence to anti-seismic performance.
Utility model content
The deficiency existing for prior art, technical problem to be solved in the utility model is, a kind of New Floor Slab is provided, and reduced the weight of floor, reduced the manufacturing cost of floor, simplified the using method of floor and made technique, reduced the thickness of floor.
For solving the problems of the technologies described above, the utility model is achieved through the following technical solutions: a kind of New Floor Slab, comprise supporting layer and packed layer, and supporting layer comprises the wire lath with some through holes, is provided with some parallel U-shaped convex tendons on wire lath; Described packed layer comprises the cement sand bed I on wire lath top, and cement sand bed I top is provided with fine steel rib layer, and fine steel rib layer top is provided with cement sand bed II; The Liang Ge edge of described supporting layer is provided with right angle flanging, in right angle flanging, is provided with coupling assembling; Described coupling assembling comprises two junction plates, two junction plates are arranged at respectively on the external surface of wire lath and in fine steel rib layer, between two junction plates, connect by split bolt, be provided with steel plate stiffening girder on the junction plate in right angle flanging, steel plate stiffening girder is fixed by welding and junction plate; Between described fine steel rib layer and cement sand bed II, be provided with honeycomb flaggy, the filled in cavities of honeycomb flaggy has foamed plastic; Between described cement sand bed I and fine steel rib layer, be provided with sound absorbing layer, the longitudinal section of sound absorbing layer is zigzag, is provided with wood wool abatvoix in sound absorbing layer.
Optimize, above-mentioned New Floor Slab, is filled with concrete in its right angle flanging.
Optimize, above-mentioned New Floor Slab, is provided with nail groove on its junction plate, in nail groove, is provided with connected nail, and connected nail is through wire lath and cement sand bed I.
Design of the present utility model has reduced the weight of floor, has reduced the rolled steel dosage in floor manufacturing process, has reduced the manufacturing cost of floor, has simplified the using method of floor and has made technique, has reduced the thickness of floor, thereby has more been suitable for practicality; The use of wire lath has reduced the weight of this floor and has improved the tensile strength of floor, the use of U-shaped convex tendon has improved the tensile strength of floor, the use of honeycomb flaggy has improved the heat-insulating property of floor, and the use of wood wool abatvoix has improved the sound insulation value of floor.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Further set forth technical characterstic of the present invention below in conjunction with accompanying drawing and specific embodiment.
As shown in Figure 1, the utility model is a kind of New Floor Slab, comprises supporting layer and packed layer, and supporting layer comprises the wire lath 1 with some through holes, is provided with some parallel U-shaped convex tendons 2 on wire lath 1; Described packed layer comprises the cement sand bed I 3 on wire lath 1 top, and cement sand bed I 3 tops are provided with fine steel rib layer 4, and fine steel rib layer 4 top are provided with cement sand bed II 5; The Liang Ge edge of described supporting layer is provided with right angle flanging 11, is provided with coupling assembling 6 in right angle flanging 11; Described coupling assembling 6 comprises two junction plates 61, two junction plates 61 are arranged at respectively on the external surface of wire lath 1 and in fine steel rib layer 4, between two junction plates 61, connect by split bolt 62, on junction plate 61 in right angle flanging 11, be provided with steel plate stiffening girder 63, steel plate stiffening girder 63 is fixing with junction plate 61 by welding; Between described fine steel rib layer 4 and cement sand bed II 5, be provided with honeycomb flaggy 7, the filled in cavities of honeycomb flaggy 7 has foamed plastic 71; Between described cement sand bed I 3 and fine steel rib layer 4, be provided with sound absorbing layer 8, the longitudinal section of sound absorbing layer 8 is zigzag, is provided with wood wool abatvoix 81 in sound absorbing layer 8.
In right angle flanging 11, be filled with concrete 111.On junction plate 61, be provided with nail groove 64, in nail groove 64, be provided with connected nail 65, connected nail 65 is through wire lath 1 and cement sand bed I 3.
Design of the present utility model has reduced the weight of floor, has reduced the rolled steel dosage in floor manufacturing process, has reduced the manufacturing cost of floor, has simplified the using method of floor and has made technique, has reduced the thickness of floor, thereby has more been suitable for practicality.The use of wire lath has reduced the weight of this floor and has improved the tensile strength of floor, the use of U-shaped convex tendon has improved the tensile strength of floor, the use of honeycomb flaggy has improved the heat-insulating property of floor, and the use of wood wool abatvoix has improved the sound insulation value of floor.
More than show and described general principle of the present utility model and principal character and advantage thereof.The technology personage of the industry should understand; the utility model is not subject to the restriction of above-mentioned implementing regulations; what in above-mentioned implementing regulations and manual, describe is for principle of the present utility model is described; do not departing under the prerequisite of the utility model principle and scope; the utility model also can have various changes and modifications, and these changes and improvements all belong within the scope of claimed the utility model.
The claimed scope of the utility model defines with appending claims and other equivalent.

Claims (3)

1. a New Floor Slab, is characterized in that: comprise supporting layer and packed layer, supporting layer comprises the wire lath with some through holes, is provided with some parallel U-shaped convex tendons on wire lath; Described packed layer comprises the cement sand bed I on wire lath top, and cement sand bed I top is provided with fine steel rib layer, and fine steel rib layer top is provided with cement sand bed II; The Liang Ge edge of described supporting layer is provided with right angle flanging, in right angle flanging, is provided with coupling assembling; Described coupling assembling comprises two junction plates, two junction plates are arranged at respectively on the external surface of wire lath and in fine steel rib layer, between two junction plates, connect by split bolt, be provided with steel plate stiffening girder on the junction plate in right angle flanging, steel plate stiffening girder is fixed by welding and junction plate; Between described fine steel rib layer and cement sand bed II, be provided with honeycomb flaggy, the filled in cavities of honeycomb flaggy has foamed plastic; Between described cement sand bed I and fine steel rib layer, be provided with sound absorbing layer, the longitudinal section of sound absorbing layer is zigzag, is provided with wood wool abatvoix in sound absorbing layer.
2. New Floor Slab according to claim 1, is characterized in that: in described right angle flanging, be filled with concrete.
3. New Floor Slab according to claim 2, is characterized in that: on described junction plate, be provided with nail groove, in nail groove, be provided with connected nail, connected nail is through wire lath and cement sand bed I.
CN201320883773.XU 2013-12-30 2013-12-30 Novel floor slab Expired - Fee Related CN203742063U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320883773.XU CN203742063U (en) 2013-12-30 2013-12-30 Novel floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320883773.XU CN203742063U (en) 2013-12-30 2013-12-30 Novel floor slab

Publications (1)

Publication Number Publication Date
CN203742063U true CN203742063U (en) 2014-07-30

Family

ID=51341882

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320883773.XU Expired - Fee Related CN203742063U (en) 2013-12-30 2013-12-30 Novel floor slab

Country Status (1)

Country Link
CN (1) CN203742063U (en)

Similar Documents

Publication Publication Date Title
CN201972286U (en) Combined wood floor cover
CN204023882U (en) A kind of novel prefabricated panel and by the external wall of its assembling
CN203393894U (en) Thin-wall profile steel compounded external wallboard
CN105421652A (en) Composite heat-preserving wallboard
CN203080744U (en) Steel plate and high-strength concrete combination shear wall
CN103046664A (en) Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall
CN203320797U (en) Self-insulation anti-seismic wallboard
CN201972417U (en) Lightweight wood structure roof system
CN203742063U (en) Novel floor slab
CN202658765U (en) Keel framework concrete anti-crack filling wall
CN202492946U (en) Light steel ribbed bar internal mesh hollow cement partition wall
CN203514624U (en) Light composite external wall panel
CN203603352U (en) Lightweight steel keel external wallboard
CN203412169U (en) Novel groutable non-mortar building block
CN203097039U (en) Dismountable combined floor system
CN203891247U (en) Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall
CN206128400U (en) Unformed cast -in -place floor
CN203640118U (en) Pressure-bearing framework light sound insulation and heat preservation composite prefabricated slab
CN103174255B (en) Auto-buckled type assembled wall board
CN203795720U (en) Corrugated web plate crossed-section steel column
CN202969622U (en) Anti-seismic reinforced structure of pre-cast floor slab
CN203640154U (en) Engineered wood-pressed steel plate-lightweight aggregate concrete composite beam
CN203097098U (en) Spherical honeycomb hole-type rib rack pre-stressed reinforced concrete laminated slab
CN203129368U (en) Thermal insulation and structure integration composite energy-saving wall
CN202644825U (en) Sandwich partition wallboard

Legal Events

Date Code Title Description
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: 20140730

Termination date: 20171230