CN1348043A - Construction process of concrete floor slab with steel wire net - Google Patents

Construction process of concrete floor slab with steel wire net Download PDF

Info

Publication number
CN1348043A
CN1348043A CN 01138716 CN01138716A CN1348043A CN 1348043 A CN1348043 A CN 1348043A CN 01138716 CN01138716 CN 01138716 CN 01138716 A CN01138716 A CN 01138716A CN 1348043 A CN1348043 A CN 1348043A
Authority
CN
China
Prior art keywords
steel wire
wire net
construction
floor slab
concrete floor
Prior art date
Application number
CN 01138716
Other languages
Chinese (zh)
Other versions
CN1168882C (en
Inventor
王立久
曹明莉
Original Assignee
王立久
曹明莉
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 王立久, 曹明莉 filed Critical 王立久
Priority to CNB011387165A priority Critical patent/CN1168882C/en
Publication of CN1348043A publication Critical patent/CN1348043A/en
Application granted granted Critical
Publication of CN1168882C publication Critical patent/CN1168882C/en

Links

Abstract

The construction process includes the following steps: supporting steel wire net; arranging steel bars over or inside the steel wire net; depositing concrete over the steel wire net; curing and eliminating the support to steel wire net. The girder type steel wire net is high in bending strength, light and great in span, the construction process can save great amount of support parts and this results in low labor strength, less job and low cost. The girder type steel wire net has foamed polystyrene board inside it to form an integral structure with deposited concrete board and this further increase the strength, rigidity, sound and heat insulating effect of the floor slab.

Description

Construction process of concrete floor slab with steel wire net

Technical field: the invention belongs to a kind of construction techniques, particularly a kind of construction process of concrete floor slab with steel wire net.

Background technology: well-known, construction technology directly influences the quality of construction quality.At present in the process of building a building, construction to floor mainly contains following method: prior prefabricated hollow floor, when wall is built certain altitude by laying bricks or stones, prefabricated cassette ceiling lifting is taken on the wall, the block-by-block floor merges forms whole floor, this job practices is fairly simple, but globality is not strong, the shock resistance extreme difference.In order to address this problem, the whole floor cast in situs of the employing that has mode, to be combined into slab form by a plurality of steel form support group earlier, above the template behind the spelling, arrange reinforcing bar again, concreting then, after the health, remove and support and steel form, this job practices complexity, troublesome poeration, workload is big, and every fritter template all needs to support during the spelling template, and support member is various, be commonly called as the form of construction work of " all round victory " hand bracket, have a strong impact on construction speed, waste great amount of manpower and material resources, construction cost height.

Summary of the invention: the purpose of this invention is to provide fast, the simple to operate workload of a kind of speed of application little, save human and material resources, construction process of concrete floor slab with steel wire net that construction cost is low.

Technical solution of the present invention is: the superimposed concrete building platen of a kind of steel wire net rack job practices, it comprises the steps:

A, supporting steel wire rack;

B, above steel wire net rack, arrange floor bar by designing requirement;

C, build floorslab concrete to steel wire net rack top;

D, health;

E, the support of removing steel wire net rack and supporting pad.

Be provided with the benzene plate in the described steel wire net rack.

Described steel wire net rack is the many rods truss with equilateral triangle mesh by the high tensile steel wire welding.

The present invention compared with prior art has following beneficial effect: because truss-like steel wire net rack bending resistance is strong, in light weight, span is big, therefore can economize a large amount of support members, only at the middle part, the end establishes the strong point and gets final product, so labour intensity is low, reduce construction equipment, workload reduces, and is simple and easy to operate, saves human and material resources, construction cost reduces, the reduction of erection time.Because steel wire net rack is trussed construction, it is stupid plate that its inside is provided with polystyrol plastic foam plate, builds the back concrete floor and is built up overall structure, and floor strength, rigidity are strengthened, and sound isolation of floor, heat insulation effect are better.

Description of drawings: Fig. 1 is a concrete floor slab with steel wire net construction schematic diagram of the present invention.

The specific embodiment: as shown in the figure, 1 is body of wall, and body of wall is arranged reinforcing bar by designing requirement.When body of wall 1 reaches the requirement height, use earlier and support 2 steel wire net rack 3 horizontal supports, because steel wire net rack 3 spans are bigger, and in light weight, be trussed construction, bending resistance is strong, thus only need to get final product in several main positions supports, as middle part, end etc.Described steel wire net rack 3 is to be welded into trussed construction by the high-tensile steel wires point, has the equilateral triangle mesh, and there is cylinder lever connecting rod 7 centre.Being provided with polystyrol plastic foam plate in the middle of truss-like steel wire net rack 3 is benzene plate 4.The benzene expanded metals frame that adopts this kind structure is arranged in building masonry wall at present.Described support 2 can be selected steel pipe or other pole for use, is establishing pad 5 with the steel wire net rack contact position, to increase Area of bearing.After support finishes, above steel wire net rack 3, control floor bar by the body design requirement again, the 3rd step was built floorslab concrete to steel wire net rack 3 tops, carried out health by design, body of wall 1, steel wire net rack 3 can be built and be frozen into an integral body.Remove support 2 and supporting pad 5 at last and get final product, the floor and the body of wall of band steel wire net rack constitute overall structure.Easy construction do not need to have enough to meet the need steel form and support member in a large number, and floor is firm, improves construction quality.

Claims (4)

1, a kind of construction process of concrete floor slab with steel wire net, it comprises the steps:
A, supporting steel wire rack (3);
B, arrange floor bar by designing requirement in steel wire net rack (3) top;
C, build floorslab concrete to steel wire net rack (3) top;
D, health;
E, the support (2) of removing steel wire net rack (3) and supporting pad (5).
2, construction process of concrete floor slab with steel wire net according to claim 1 is characterized in that: described steel wire net rack (3) is used as the template of concrete floor.
3, construction process of concrete floor slab with steel wire net according to claim 1 is characterized in that: be provided with benzene plate (4) in the described steel wire net rack (3).
4, construction process of concrete floor slab with steel wire net according to claim 1 and 2 is characterized in that: described steel wire net rack (3) is the many rods truss with equilateral triangle mesh by the high tensile steel wire welding.
CNB011387165A 2001-11-24 2001-11-24 Construction process of concrete floor slab with steel wire net CN1168882C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB011387165A CN1168882C (en) 2001-11-24 2001-11-24 Construction process of concrete floor slab with steel wire net

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB011387165A CN1168882C (en) 2001-11-24 2001-11-24 Construction process of concrete floor slab with steel wire net

Publications (2)

Publication Number Publication Date
CN1348043A true CN1348043A (en) 2002-05-08
CN1168882C CN1168882C (en) 2004-09-29

Family

ID=4674686

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB011387165A CN1168882C (en) 2001-11-24 2001-11-24 Construction process of concrete floor slab with steel wire net

Country Status (1)

Country Link
CN (1) CN1168882C (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101294431B (en) * 2007-09-06 2011-07-06 杨峰 Construction method for steel-concrete composite truss floor
CN105064720A (en) * 2015-07-21 2015-11-18 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101294431B (en) * 2007-09-06 2011-07-06 杨峰 Construction method for steel-concrete composite truss floor
CN105064720A (en) * 2015-07-21 2015-11-18 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN105064720B (en) * 2015-07-21 2017-05-17 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure

Also Published As

Publication number Publication date
CN1168882C (en) 2004-09-29

Similar Documents

Publication Publication Date Title
CN100467781C (en) Reinforced concrete stereo bearing structure floorslab
CN2419292Y (en) Assembling building floor with low ribs
CA2471807A1 (en) Method of constructing a concrete shear core multistory building
CN102251667B (en) Construction method for reinforced concrete arched roof of grain store
CN1478968A (en) Construction method of large span building roof or floor of building and its double lattice beam structure
CN2695539Y (en) Rib sandwich precast slab
CN102418385B (en) Novel reinforced concrete prefabricated whole-poured building structure system and construction method thereof
CN201666157U (en) Inverted arch integral type moving die carrier
CN200943260Y (en) Penetrating type steel pipe concrete column - cap type combination beam jointing gusset
CN100467761C (en) Steel reinforced concrete stereo load-carrying construction roof
CN203049913U (en) Structural steel constructional column
CN2791137Y (en) Concrete combine tube with built-in steel girder
CN103046645B (en) A kind of whole casting structure and construction method of Large-span Precast
CN207110166U (en) A kind of prefabricated PC close rib building roof composite plate
CN101260696A (en) Assembled reinforcing steel bar concrete hollow floor slab
CN1553021A (en) Assembled floor cover
CN206681202U (en) For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall
CN104100032A (en) Floor structure
CN2632188Y (en) Assembled building top
CN106930458A (en) Assembling type steel structure floor and its construction method
CN209780081U (en) Light assembling stairway with steel concrete combined flat bottom plate and filler
CN200985574Y (en) Cast-in-place concrete hollow beamless floor thin wall hollow pipe fixing structure
CN201292607Y (en) Wide flat beam structure applied in under construction
CN2749966Y (en) Overlong concrete building structure equipped with connector and prestressed tendon
CN1128911C (en) Multifunctional hollow plate

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model
TR01 Transfer of patent right

Effective date of registration: 20090911

Address after: Dalian, Dalian, Liaoning, Guangdong Province, Xigang New Construction Group Co., Ltd., 89, zip code: 116011

Patentee after: Dalian Jinguang Construction Group Co., Ltd.

Address before: Dalian 2, Ling Gong Road, Shahekou District, Liaoning Province: 116024

Co-patentee before: Cao Mingli

Patentee before: Wang Li Long

ASS Succession or assignment of patent right

Owner name: DALIAN JIN GUANG CONSTRUCTION GROUP CO., LTD.

Free format text: FORMER OWNER: WANG LIJIU

Effective date: 20090911

C41 Transfer of patent application or patent right or utility model