CN104100029A - Floor - Google Patents
Floor Download PDFInfo
- Publication number
- CN104100029A CN104100029A CN201410317053.6A CN201410317053A CN104100029A CN 104100029 A CN104100029 A CN 104100029A CN 201410317053 A CN201410317053 A CN 201410317053A CN 104100029 A CN104100029 A CN 104100029A
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- floor
- concrete
- steel
- concrete ground
- mesh reinforcement
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Abstract
The invention relates to a floor which comprises a steel frame and a concrete ground with a reinforced steel bar mesh. The steel frame is integrally welded with the reinforced steel bar mesh in the concrete ground. A hoisting seat for hoisting and supporting placement is prefabricated in the concrete ground. Horizontal reinforcing bars are disposed at the edge of the concrete ground. The floor has the advantages of both concrete floors and steel-structured floors and is low in cost, convenient to hoist and mount, fast in construction and material saving, factory standardization large-scale production can be achieved, and optional combination can be achieved.
Description
Technical field
The present invention relates to building field, be specifically related to a kind of floor.
Background technology
In the architecture construction processes such as Business Building, house, the construction of floor is an important ring wherein, is also one of operation that construction volume is larger.The most concrete floors that adopt of existing floor, small part adopts full steel structure floor.Because concrete floor exists heaviness, shock strength is poor, construction working amount is large, the feature of environmental protection is poor, be not easy to the shortcomings such as modularization rapid construction, and there is the shortcoming that cost is higher in full steel structure floor.
For this problem, the present invention has designed a kind of novel floor with concrete ground, this floor by steel frame and concrete form, by steel mesh reinforcement and concreting, formed concrete, steel frame and steel mesh reinforcement are integrally welded.The side on concrete ground is provided with beard muscle, bottom is provided with strengthens the stupefied of intensity, steel frame is provided with the connecting hole of general modulus, this novel different existing conventional concrete floors of the floor with concrete ground, also be different from full steel structure floor, both possessed the low advantage of conventional concrete floor cost, possessing again steel work floor assembles rapidly, be easy to batch production large-scale production, intensity is high, build fireballing advantage, avoided the heaviness of concrete floor, intensity is low, the shortcoming that production cycle is long, avoided steel work floor cost higher simultaneously, the shortcoming that steel consumption amount is large.
Summary of the invention
The object of the invention is in order to overcome the deficiencies in the prior art, provide that a kind of cost is lower, intensity is higher, shock resistance is good, it is easy for installation to lift, speed of application is fast, save material, can factory normalization large-scale production, a kind of new construction floor that can be combined.
The present invention is achieved by the following technical programs:
A floor, comprises steel frame, with the concrete ground of steel mesh reinforcement, and the steel mesh reinforcement in described steel frame and concrete ground welds and becames one, and concreting.
Described steel frame consists of long girder truss and horizontal short girder truss, and described long girder truss and short girder truss are provided with the connecting hole of generalization modulus.
By steel mesh reinforcement, be combined to build with concrete described concrete and form, be also provided with bottom described concrete ground stupefied, described stupefied by steel bar girder, be combined to cast with concrete form, described steel frame and steel mesh reinforcement, steel bar girder are connected as a single entity by welding.
Further, in described concrete ground, be prefabricated with the lifting seat of putting for lifting and supporting.
Further, described concrete destination edge is provided with the beard muscle for connecting, and the steel mesh reinforcement weldering in described beard muscle and concrete ground becames one.
Further, described concrete the earth's surface is regular patterned surface or the irregular pattern faces such as light face, pitted skin, striped, printed side.
Technique effect of the present invention is as follows:
(1) the present invention by steel frame, with the concrete of steel mesh reinforcement form, the steel mesh reinforcement weldering in steel frame and concrete ground becames one, and concreting.This novel different existing conventional concrete floors of the floor with concrete ground, also be different from full steel structure floor, steel frame in the present invention is main stress part, play the effect of bearing load power and connection member, steel frame is provided with the connecting hole of generalization modulus, can be connected with post, crossbeam or other member quickly and easily; Be combined to build with concrete by steel mesh reinforcement and form in concrete ground in the present invention, bottom, described concrete ground is also provided with stupefied, described stupefied by steel bar girder, be combined to cast with concrete form, described steel frame and steel mesh reinforcement, steel bar girder are connected as a single entity by welding, this with steel mesh reinforcement and stupefied concrete the new construction that is connected as a single entity with steel frame, it is subject to, and force intensity is high, shock resistance good, convenient and fast connection with bolt with other building unit.The present invention had both possessed the low advantage of conventional concrete floor cost, possess again steel work floor assemble rapidly, be easy to batch production large-scale production, intensity high, build fireballing advantage, the shortcoming that avoided heaviness, the intensity of concrete floor low, the production cycle is long has been avoided the shortcoming that steel work floor cost is higher, steel consumption amount is large simultaneously.
(2) in the concrete ground of floor of the present invention, be prefabricated with lifting seat, lifting seat plays two aspects: on the one hand, when floor is when factory's internal standardization is produced, lifting seat plays a supportive role, can avoid the contact friction of floor and fabrication facility floor, simultaneously work the effect of being connected and fixed while putting floor is stacking, on the other hand, when floor is in building construction process, the lifting of lifting seat is pretended to use.Solved the technical barrier that existing floor runs in batch production production and work progress, can in factory, adopt standardization large-scale production, carried out strict quality examination in factory, guaranteed dimensional standard, reliable in quality, interchangeability is good, highly versatile.
(3) steel frame of floor of the present invention is provided with a plurality of connecting holes, and the position dimension of described connecting hole meets modulus and multiple relation thereof, makes between floor and floor, can be connected arbitrarily by bolt between floor and post, and its connecting hole position all can coincide.Can be combined connection, guarantee easy construction.The edge on the concrete ground of floor of the present invention is provided with the beard muscle for connecting, and the steel mesh reinforcement weldering in described beard muscle and concrete ground becames one.When floor is connected with other building unit, can adopt high-strength bolt connection, beard muscle to connect simultaneously, by the mode of rear pouring concrete, connect again, the multiple connecting overall force structure that this three connects simultaneously, has solved security reliability, shock resistance problem in being connected of existing floor and other building unit well.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is the A place enlarged drawing in Fig. 1.
In accompanying drawing: 1-concrete ground, 2-lifting seat, 3-steel frame, 4-beard muscle, 5-steel mesh reinforcement, 6-steel bar girder, 7-stupefied, 8-connecting hole.
The specific embodiment
As shown in Figure 1 and Figure 2, a kind of floor, by steel frame with the forming of the concrete ground of steel mesh reinforcement, the steel mesh reinforcement in described steel frame and concrete ground welds and becames one, and concreting.Concrete the earth's surface is regular patterned surface or the irregular pattern faces such as light face, pitted skin, striped, printed side.Steel frame consists of long girder truss and horizontal short girder truss, compares with other structures, and trussed construction can be saved material, alleviates deadweight, has larger Rigidity and strength.Long girder truss and short girder truss are provided with the connecting hole of generalization modulus, and the position dimension of described connecting hole meets modulus and multiple relation thereof, make between floor and floor, can be connected arbitrarily by bolt between floor and post, and its connecting hole position all can coincide.Can be combined connection, guarantee easy construction.
As shown in Figure 2, be combined to build concrete form by steel mesh reinforcement with concrete, bottom, concrete ground is provided with stupefied, described stupefied by steel bar girder, be combined to cast with concrete form, described steel mesh reinforcement, steel bar girder and steel frame and be connected as a single entity by welding.Compare with common floor slab structure, the structure that this steel mesh reinforcement, truss bars and steel frame are connected as a single entity, has good stressed property and shock resistance.
In concrete ground, be prefabricated with the lifting seat of putting for lifting and supporting, described lifting seat adopts tapped steel pipe manufacturing, support bar or suspender that respective threaded coordinates can be installed in lifting seat seat, solved existing floor batch production production, put and construction hoisting in technical barrier.Lifting seat mainly plays two aspects: on the one hand, when floor is when factory's internal standardization is produced, in lifting seat, support bar can be installed, it is not directly contacted with ground, to guarantee the quality of production, in addition in manufacturing process, floor can be by lifting seat, support bar is stacking puts, and lifting seat works the effect of being connected and fixed; On the other hand, when floor is in building construction process, in lifting seat, can screw in suspender, use is pretended in lifting, different from traditional hanging method, and adopting lifting, not only lifting construction is quick, efficiency is high, and safe and reliable, can not damage floor.
Concrete destination edge is provided with the beard muscle for connecting, and the weldering of steel mesh reinforcement in described beard muscle and concrete ground becames one, and steel mesh reinforcement and steel bar girder and steel frame and by being weldingly connected make beard muscle, steel mesh reinforcement, steel bar girder together with steel frame strong bonded.Beard muscle is protruding for connecting other building unit, when floor is connected with other building unit, can adopt high-strength bolt connection, beard muscle to connect simultaneously, by the mode of rear pouring concrete, connect again, the multiple connecting overall force structure that this three connects simultaneously, has solved security reliability, shock resistance problem in being connected of existing floor and other building unit well.
The present invention had both possessed the low advantage of conventional concrete floor cost, possess again steel work floor assemble rapidly, be easy to batch production large-scale production, intensity high, build fireballing advantage, the shortcoming that avoided heaviness, the intensity of concrete floor low, the production cycle is long has been avoided the shortcoming that steel work floor cost is higher, steel consumption amount is large simultaneously.
Above embodiment is explanation of the invention, and non-limiting, and more than just part is given an example.Should be noted that, concerning the technician of the industry, simple transformation and the improvement according to basic principle of the present invention and structure, carried out, the combination of carrying out according to above embodiment, includes within protection scope of the present invention.
Claims (6)
1. a floor, is characterized in that: described floor comprises steel frame, with the concrete ground of steel mesh reinforcement, and the steel mesh reinforcement in described steel frame and concrete ground welds and becames one, and concreting.
2. a kind of floor according to claim 1, is characterized in that: described steel frame consists of long girder truss and horizontal short girder truss, and described long girder truss and short girder truss are provided with the connecting hole of generalization modulus.
3. a kind of floor according to claim 1 and 2, it is characterized in that: be combined to build with concrete by steel mesh reinforcement and form in described concrete ground, bottom, described concrete ground is also provided with stupefied, described stupefied by steel bar girder, be combined to cast with concrete form, described steel frame and steel mesh reinforcement, steel bar girder are connected as a single entity by welding.
4. a kind of floor according to claim 3, is characterized in that: in described concrete ground, be prefabricated with the lifting seat of putting for lifting and supporting.
5. a kind of floor according to claim 4, is characterized in that: described concrete destination edge is provided with the beard muscle for connecting, and the steel mesh reinforcement weldering in described beard muscle and concrete ground becames one.
6. a kind of floor according to claim 5, is characterized in that: described concrete the earth's surface is regular patterned surface or the irregular pattern faces such as light face, pitted skin, striped, printed side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410317053.6A CN104100029A (en) | 2014-07-07 | 2014-07-07 | Floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410317053.6A CN104100029A (en) | 2014-07-07 | 2014-07-07 | Floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104100029A true CN104100029A (en) | 2014-10-15 |
Family
ID=51668542
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410317053.6A Pending CN104100029A (en) | 2014-07-07 | 2014-07-07 | Floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104100029A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403459A (en) * | 2018-11-28 | 2019-03-01 | 东南大学 | A kind of assembled column suspended structure system of achievable folding and expanding rapid construction |
Citations (7)
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|---|---|---|---|---|
| KR20100055759A (en) * | 2008-11-18 | 2010-05-27 | 이창남 | Manufacturing method of floor slab made of reversed triangular wire truss with thin steel plate rib deck concrete form |
| CN201713970U (en) * | 2010-07-21 | 2011-01-19 | 李林 | Structural system with light multi-ribbed plates and light multi-ribbed floor systems |
| CN102409848A (en) * | 2011-08-11 | 2012-04-11 | 李林 | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor |
| CN102787689A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Prefabricated overlapped hollow floor and fabricating method thereof |
| CN103498523A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Floor system |
| CN103883051A (en) * | 2014-03-13 | 2014-06-25 | 中国十七冶集团有限公司 | Assembling type plate-beam connecting joint and construction method thereof |
| CN204059692U (en) * | 2014-07-07 | 2014-12-31 | 张跃 | A kind of floor |
-
2014
- 2014-07-07 CN CN201410317053.6A patent/CN104100029A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100055759A (en) * | 2008-11-18 | 2010-05-27 | 이창남 | Manufacturing method of floor slab made of reversed triangular wire truss with thin steel plate rib deck concrete form |
| CN201713970U (en) * | 2010-07-21 | 2011-01-19 | 李林 | Structural system with light multi-ribbed plates and light multi-ribbed floor systems |
| CN102409848A (en) * | 2011-08-11 | 2012-04-11 | 李林 | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor |
| CN102787689A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Prefabricated overlapped hollow floor and fabricating method thereof |
| CN103498523A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Floor system |
| CN103883051A (en) * | 2014-03-13 | 2014-06-25 | 中国十七冶集团有限公司 | Assembling type plate-beam connecting joint and construction method thereof |
| CN204059692U (en) * | 2014-07-07 | 2014-12-31 | 张跃 | A kind of floor |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403459A (en) * | 2018-11-28 | 2019-03-01 | 东南大学 | A kind of assembled column suspended structure system of achievable folding and expanding rapid construction |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 410013 Changsha province through the opening of the city of Yuanda Road, big city, the three Applicant after: Zhang Yue Address before: 410013 South Shaoshan Road, Yuhua District, Hunan, 1, Changsha Applicant before: Zhang Yue |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141015 |