CN104481071B - A kind of fabricated composite floor assembly and its manufacture craft - Google Patents
A kind of fabricated composite floor assembly and its manufacture craft Download PDFInfo
- Publication number
- CN104481071B CN104481071B CN201410751548.XA CN201410751548A CN104481071B CN 104481071 B CN104481071 B CN 104481071B CN 201410751548 A CN201410751548 A CN 201410751548A CN 104481071 B CN104481071 B CN 104481071B
- Authority
- CN
- China
- Prior art keywords
- floor
- steel
- girder
- girder steel
- fabricated
- 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
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of fabricated composite floor assemblies, comprising: at least one set is shelved, and described group is shelved positioned at the lower part of composite floor assembly, for supporting and installing floor, described group shelve it is assembled by more than one piece spandrel girder；An at least floor, the floor are located at the top of composite floor assembly, and floor width is less than 2.3m, and length is less than 12m, and the floor is equipped with the handling seat of lifting.The present invention has the advantages that edge is not easy to break, intensity is high, shock resistance is good, assembling speed is fast, factory normalization is suitble to be mass produced, can any combination.
Description
Technical field
The present invention relates to building fields, and in particular to a kind of fabricated composite floor assembly and its manufacture craft.
Background technique
In building construction process, the production of floor, handling, assembly, load-bearing property are directly related to the speed of construction
Degree and quality.In existing assembled architecture, floor is usually en-block construction, is designed using assembled, is carried out at the construction field (site)
Assembling.Existing assembled floor there are assembly connection intensity not high, inconvenient Container Transport, edge be easy to break, antidetonation
The disadvantages of property is not high.
Summary of the invention
Be not easy to break the purpose of the invention is to overcoming the deficiencies of the prior art and provide a kind of edge, assembly connection it is strong
Degree is high, shock resistance is good, assembling speed is fast, convenient for the connection of other components a kind of fabricated composite floor assembly and its make work
Skill.
The present invention is achieved by the following technical programs:
A kind of fabricated composite floor assembly, comprising: at least one set is shelved, and described group is shelved positioned at composite floor assembly
Lower part, for supporting and installing floor, described group shelve it is assembled by more than one piece spandrel girder；An at least floor, the floor
Positioned at the top of composite floor assembly, floor width is less than 2.3m, and length is less than 12m, and the floor is equipped with hanging for lifting
Transport seat.
Further, the described group of spandrel girder top shelved is equipped with a boss, and the boss surface is equipped with and connect with floor
Connecting hole, shelve for described group and linked together by the floor of connecting hole and top on boss, the boss side-lower is set
There is the platform of installation or overlap joint.
Further, the ribbed stiffener of proper alignment is equipped with inside the spandrel girder, the ribbed stiffener, which is equipped with, to be used to install
The mounting hole of pipeline.
Further, steel mesh is inlaid in the floor, floor surrounding is prefabricated with girder steel, the top insertion of the girder steel
It is connected to inside floor, and with the steel mesh inlayed in floor, the girder steel top has part to be exposed at outside floor, with floor shape
At a shoulder, the side and lower part of the girder steel are located at outside floor, and the prefabricated girder steel of surrounding interconnects integral.
Further, the girder steel is channel steel shape, and girder steel side is vertical with floor, and side is equipped with pipeline and installs or connect
The knock-off hole connect, the steel beam bottom, which is equipped with, shelves corresponding connecting hole with group.
A kind of manufacture craft of fabricated composite floor assembly, comprising the following steps:
The first step, determines steel plate materials according to the size of spandrel girder, goes out row's connecting hole on the steel plate with punching machine, then use
Steel plate bending is fabricated to the spandrel girder with boss and platform by bending machine, and the connecting hole gone out is made to be located at lug boss position, then
The ribbed stiffener of welded bands mounting hole, ribbed stiffener answer straight uniform to arrange in spandrel girder, the load-bearing with ribbed stiffener that will be made
Beam welds rectangular group and shelves.
Second step, is fabricated to girder steel with steel plate or channel steel, is fabricated to steel mesh with thin wire or fine steel rib, by girder steel spiral shell
It tethers the mode for connecing or riveting or weld and interconnects rectangle or other shapes, then steel mesh is welded in by the way of spot welding
Above girder steel.
The above-mentioned girder steel overturning with steel mesh is tipped upside down in casting moulds, and makes the girder steel interconnected from four by third step
Week wraps up casting moulds, inverted handling seat is put into casting moulds, then the concrete being stirred is injected into casting moulds, shakes
Compression solidification forms the floor of surrounding package girder steel.
The above-mentioned floor made is overturn, makes with handling seat upward, floor to be lifted into the first step and has been made by the 4th step
The group performed, which is shelved, to be assembled, and composite floor assembly is formed.
Technical effect of the invention is as follows:
(1) easy to assembly, assembling speed is fast, assembly strength is high, shock resistance is good.The present invention can pass through girder steel bolt or weldering
The mode Rapid Combination connect, is shelved again by group after combination and is assembled into one, and group shelves the load-bearing by more than one piece with boss and platform
Beam is assembled, and concrete floor periphery is wrapped up with girder steel, and the reinforcing bar inlayed in girder steel top and concrete is connected, girder steel
Lower part connects with spandrel girder, this periphery package girder steel, bottom assembly spandrel girder and the Trinity knot being connected with internal reinforcing bar
Structure, resistance to compression shear strength is high, and shock resistance is also much better than existing floor construction.
(2) it is easy to lift and Container Transport.Floor of the present invention is equipped with handling seat, and floor length and width is less than packaging
The interior empty size of case, facilitates and is exported with hoisting machine handling to Container Transport.
(3) compared with existing floor, installation connectivity of the invention is more preferable, convenience is higher, solve existing floor with
Other components are difficult to the problem of connecting.Girder steel top of the invention has part to be exposed at outside concrete floor, with concrete floor
A shoulder is formed, convenient for the positioning of other components overlap joint or is welded to connect；The boss side-lower of spandrel girder of the invention is equipped with flat
Platform, for fixing or overlapping other building elements, and the ribbed stiffener of spandrel girder is equipped with mounting hole, installs or connects for pipeline
It connects.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is decomposition diagram of the invention.
Fig. 3 is the A-A cross-sectional view in Fig. 1.
In attached drawing: 1-floor, 2-girder steels, 3-groups are shelved, 4-knock-off holes, 5-ribbed stiffeners, 6-mounting holes,
7-boss, 8-platforms, 9-spandrel girders, 10-shoulders, 11-handling seats.
Specific embodiment
As shown in Figure 1 and Figure 2, a kind of fabricated composite floor assembly, including a group shelve 3 and two pieces of floors 1.Institute
It states group and shelves 3 lower parts for being located at composite floor assembly, for supporting and installing floor 1；The floor 1 is located at composite floor assembly
Top, the width of every floor 1 is less than 2.3m, and length is less than 12m, less than the interior empty size of container, facilitates and uses container
Transport outlet.Floor 1 is equipped with the handling seat 11 of lifting, very convenient, safe with the entrucking of crane machine or construction.
Group shelves 3, the steel plate production in spandrel girder 9 use band connection hole assembled by more than one piece spandrel girder 9, will with bending machine
Steel plate bending is fabricated to the structure with boss 7 and platform 8.Boss 7 is located at the top of spandrel girder 9,7 surface of boss be equipped with
The connecting hole that floor 1 connects, 7 side-lower of boss is equipped with platform 8, for fixing or overlapping other building elements.Weldering in spandrel girder 9
It is connected to the ribbed stiffener 5 of proper alignment, the ribbed stiffener 5 is equipped with the mounting hole 6 for being used to install pipeline.Group shelves 3 and passes through load-bearing
Connecting hole on the boss 7 of beam 9 can link together rapidly with the floor 1 of top.
As shown in figure 3, being inlaid with steel mesh in floor 1,1 surrounding of floor is prefabricated with girder steel 2, and the top of the girder steel 2 is inserted
Entering to inside floor 1, and is connected with the steel mesh inlayed in floor 1,2 top of girder steel has part to be exposed at outside floor 1, with
Floor 1 forms a shoulder 10, convenient for the positioning of other components overlap joint or is welded to connect.The side and lower part of girder steel 2 are located at floor 1
Outside, the prefabricated girder steel 2 of surrounding interconnects integrally.The main body for not only playing stress from the girder steel 2 of surrounding package floor 1 is made
With greatly improving 1 intensity of floor, and the edge that can protect floor 1 is not broken during construction hoisting.
As shown in Figure 1, Figure 2, Figure 3 shows, girder steel 2 uses section steel manufacture, and the girder steel 2 of the present embodiment preferably uses channel steel or bending
At the steel plate of channel steel shape, 2 side of girder steel is vertical with floor 1, and side is equipped with the knock-off hole 4 of pipeline installation or connection.When
When connection or pipeline installation need, the knock-off hole 4 of 2 side of girder steel can be knocked open.2 bottom of girder steel is corresponding equipped with shelving 3 with group
Connecting hole, so that floor 1 is shelved 3 with group by the connecting hole of girder steel 2 and assemble rapidly, formed composite floor assembly.Group
Close periphery package girder steel 2, bottom assembly spandrel girder 9 and the Trinity structure being connected with internal reinforcing bar of floor assembly, resistance to compression
Shear strength is high, and shock resistance is also much better than existing 1 structure of floor.
A kind of manufacture craft of above-mentioned fabricated composite floor assembly, comprising the following steps:
The first step, determines steel plate materials according to the size of spandrel girder 9, goes out row's connecting hole on the steel plate with punching machine, then
Steel plate bending is fabricated to the spandrel girder 9 with boss 7 and platform 8 with bending machine, and the connecting hole gone out is made to be located at boss 7
Set, then in spandrel girder 9 welded bands mounting hole 6 ribbed stiffener 5, ribbed stiffener 5 answers straight uniform to arrange, by the band made plus
The spandrel girder 9 of strength rib 5 welds rectangular group and shelves 3.
Second step is fabricated to girder steel 2 with steel plate or channel steel, is fabricated to steel mesh with thin wire or fine steel rib, girder steel 2 is used
The mode for being bolted or riveting or weld interconnects rectangle or other shapes, then steel mesh is welded by the way of spot welding
Above girder steel 2.
Third step, by it is above-mentioned with steel mesh girder steel 2 overturning tip upside down in casting moulds, and make interconnect girder steel 2 from
Surrounding wraps up casting moulds, inverted handling seat 11 is put into casting moulds, then the concrete being stirred is injected into casting moulds,
Vibration, pressurization, solidification form the floor 1 of surrounding package girder steel 2.
The above-mentioned floor 1 made is overturn, is made with handling seat 11 upward by the 4th step, as needed by one or several
Part floor 1 is lifted into the group that the first step has been made and shelves on 3, is assembled with bolt or the mode of welding, and combination building is formed
Plate assembly.
Above embodiments are explanation of the invention, and non-limiting, the above only some examples.It should be noted that right
For the technical staff of the industry, the simple transformation and improvement that basic principle and structure according to the present invention carry out, according to above
The combination that embodiment carries out, is included within protection scope of the present invention.
Claims (3)
1. a kind of manufacture craft of fabricated composite floor assembly, it is characterised in that:
The composite floor assembly includes: that at least one set is shelved, and described group is shelved positioned at the lower part of composite floor assembly, for branch
Hold and install floor, described group shelve it is assembled by more than one piece spandrel girder；An at least floor, it is total that the floor is located at composite floor
At top, floor width be less than 2.3m, length be less than 12m, the floor be equipped with lifting handling seat；
Its manufacture craft the following steps are included:
The first step, determines steel plate materials according to the size of spandrel girder, goes out row's connecting hole on the steel plate with punching machine, then use bending
Steel plate bending is fabricated to the spandrel girder with boss and platform by machine, and the connecting hole gone out is made to be located at lug boss position, is then being held
The ribbed stiffener of welded bands mounting hole, ribbed stiffener answer straight uniform to arrange in weight beam, and the spandrel girder with ribbed stiffener made is welded
The group for being connected into rectangle is shelved；
Second step, is fabricated to girder steel with steel plate or channel steel, is fabricated to steel mesh with thin wire or fine steel rib, and girder steel bolt is connected
The mode for connecing or riveting or weld is interconnected to form rectangle, then steel mesh is welded in above girder steel by the way of spot welding；
The above-mentioned girder steel overturning with steel mesh is tipped upside down in casting moulds, and makes the girder steel interconnected from surrounding packet by third step
Casting moulds are wrapped up in, inverted handling seat are put into casting moulds, then inject the concrete being stirred into casting moulds, vibration pressurization
Solidification forms the floor of surrounding package girder steel；
The above-mentioned floor made is overturn, makes the side with handling seat upward, floor has been lifted into the first step by the 4th step
The group made, which is shelved, to be assembled, and composite floor assembly is formed.
2. the manufacture craft of fabricated composite floor assembly according to claim 1, it is characterised in that: the girder steel
Top is inserted into inside floor, and is connected with the steel mesh inlayed in floor, and the girder steel top has part to be exposed at outside floor,
A shoulder is formed with floor, the side and lower part of the girder steel are located at outside floor, and the prefabricated girder steel of surrounding interconnects integral.
3. the manufacture craft of fabricated composite floor assembly according to claim 1 or 2, it is characterised in that: the steel
Beam sides is vertical with floor, and side is equipped with the knock-off hole of pipeline installation or connection, and the steel beam bottom is equipped with and shelves with group
Corresponding connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410751548.XA CN104481071B (en) | 2014-12-10 | 2014-12-10 | A kind of fabricated composite floor assembly and its manufacture craft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410751548.XA CN104481071B (en) | 2014-12-10 | 2014-12-10 | A kind of fabricated composite floor assembly and its manufacture craft |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104481071A CN104481071A (en) | 2015-04-01 |
| CN104481071B true CN104481071B (en) | 2019-04-12 |
Family
ID=52755666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410751548.XA Expired - Fee Related CN104481071B (en) | 2014-12-10 | 2014-12-10 | A kind of fabricated composite floor assembly and its manufacture craft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104481071B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895231B (en) * | 2015-04-30 | 2017-04-12 | 宁波大学 | Assembled composite floor slab and manufacturing method thereof |
| CN105040954A (en) * | 2015-07-13 | 2015-11-11 | 张跃 | Concrete floor covered with metal sheets |
| CN108623117A (en) * | 2018-05-30 | 2018-10-09 | 芜湖优聚塑模有限公司 | A kind of assembled resistance to compression septic tank and its assembly method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09256524A (en) * | 1996-03-22 | 1997-09-30 | Natl House Ind Co Ltd | Floor panel |
| CN1616781A (en) * | 2003-11-11 | 2005-05-18 | 潘旭鹏 | Light truss type steel bar reinforced concrete combined floorslab and its technical method |
| JP2005307447A (en) * | 2004-04-16 | 2005-11-04 | Sumitomo Metal Ind Ltd | Heat insulating material for steel sleeper, and underfloor heat insulating structure |
| CN101131019A (en) * | 2006-08-11 | 2008-02-27 | 樊立 | Compound floor slab and its production and installation method |
| CN103061448A (en) * | 2012-12-26 | 2013-04-24 | 江苏沪宁钢机股份有限公司 | Box-shaped secondary member and assembling process thereof |
| CN203145273U (en) * | 2013-03-21 | 2013-08-21 | 中国京冶工程技术有限公司 | Dismountable steel-concrete composite floor |
| CN103498523A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Floor system |
| CN203701414U (en) * | 2014-02-17 | 2014-07-09 | 安徽工业大学 | Reinforced concrete slab surrounded by shear reinforcement channel-steel framework |
| CN204356955U (en) * | 2014-12-10 | 2015-05-27 | 张跃 | A kind of fabricated composite floor assembly |
-
2014
- 2014-12-10 CN CN201410751548.XA patent/CN104481071B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09256524A (en) * | 1996-03-22 | 1997-09-30 | Natl House Ind Co Ltd | Floor panel |
| CN1616781A (en) * | 2003-11-11 | 2005-05-18 | 潘旭鹏 | Light truss type steel bar reinforced concrete combined floorslab and its technical method |
| JP2005307447A (en) * | 2004-04-16 | 2005-11-04 | Sumitomo Metal Ind Ltd | Heat insulating material for steel sleeper, and underfloor heat insulating structure |
| CN101131019A (en) * | 2006-08-11 | 2008-02-27 | 樊立 | Compound floor slab and its production and installation method |
| CN103061448A (en) * | 2012-12-26 | 2013-04-24 | 江苏沪宁钢机股份有限公司 | Box-shaped secondary member and assembling process thereof |
| CN203145273U (en) * | 2013-03-21 | 2013-08-21 | 中国京冶工程技术有限公司 | Dismountable steel-concrete composite floor |
| CN103498523A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Floor system |
| CN203701414U (en) * | 2014-02-17 | 2014-07-09 | 安徽工业大学 | Reinforced concrete slab surrounded by shear reinforcement channel-steel framework |
| CN204356955U (en) * | 2014-12-10 | 2015-05-27 | 张跃 | A kind of fabricated composite floor assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104481071A (en) | 2015-04-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104481071B (en) | A kind of fabricated composite floor assembly and its manufacture craft | |
| CN103964090B (en) | The production method of container bottom board unit, chassis and container and chassis | |
| CN102674136A (en) | Lifting method for large-scale tower equipment | |
| CN204781363U (en) | Novel antidetonation beam column node of steel and concrete integrated configuration | |
| CN106141476A (en) | A kind of super-large diameter is without the assemble method of ribbed stiffener thin-wall semi top seal closure | |
| CN205907855U (en) | Steel pipe board combination steel sheet shear force wall | |
| CN103696582A (en) | Method and structure for improving rigidity of reinforced concrete beam | |
| CN208594732U (en) | Easy-to-dismount steelwork tower truss outrigger platform | |
| CN207277870U (en) | A kind of elevator protective device with shaped | |
| KR20150075843A (en) | Cargo transport box | |
| CN203668857U (en) | Walkable operating platform frame used for connection and reinforcement of SS-level guardrail templates | |
| CN109515976A (en) | A kind of prefabricated panel whole Transporting frame | |
| CN201042756Y (en) | Crane main girder turnover machine | |
| CN106032702B (en) | A kind of self-balancing monoblock type template assembly structure of reinforced beam | |
| CN204356955U (en) | A kind of fabricated composite floor assembly | |
| CN209618732U (en) | Weight tower crane conversion section | |
| CN106365049B (en) | Swing arm tower crane attachment support steel beam transporting device | |
| CN205839988U (en) | A kind of built-in connection for steel-structure factory building steel column | |
| CN110980507A (en) | Lifting lug structure for hoisting thin-wall circular tube tower module | |
| CN104590507B (en) | Scaffold used on ship | |
| CN204826592U (en) | Attaching scaffold protection construction platform | |
| CN206887777U (en) | A kind of assembled scaffold | |
| CN208843592U (en) | Removable cement foundation pier | |
| CN107558607A (en) | Tower crane system and its construction method on existing concrete structure | |
| CN206973865U (en) | The pedestal and handpiece Water Chilling Units of handpiece Water Chilling Units |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| 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: 20190412 Termination date: 20211210 |