CN205894419U - Trussed girder integrated form building face mould piece - Google Patents
Trussed girder integrated form building face mould piece Download PDFInfo
- Publication number
- CN205894419U CN205894419U CN201620687788.2U CN201620687788U CN205894419U CN 205894419 U CN205894419 U CN 205894419U CN 201620687788 U CN201620687788 U CN 201620687788U CN 205894419 U CN205894419 U CN 205894419U
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- module
- steel column
- flooring
- truss
- integrated form
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a trussed girder integrated form building face mould piece. Building face mould piece includes the structure module of steel column and floor, the steel column set up in the four corners of structure module, and the floor position that corresponds is erect on the steel column to the structure module. There are floor fossil fragments, cement fibrolite plate, whole building face mould lump formation finished product at the upper surface of structure module outside and in proper order by interior. The structure module includes a plurality of main couples, one -level jack truss and second grade jack truss, the one -level jack truss forms outline with main truss connection, outline in set up the several times truss, the main couple both ends are all through end plate and steel column connection. The utility model discloses realize the module production of floor system, the convenience is assembled fast, impels industrialization, the assemblyization and standardized of building trade.
Description
Technical field
This utility model is related to technical field of buildings, more particularly, to a kind of girder truss integrated form flooring module.
Background technology
China carrying forward vigorously the upgrading of traditional architecture industry, building trade greatly developing green building, green construction, because
This building industrialization, assembly are melted into as trend.In traditional steel construction multi-rise building work progress, substantially adopt Site Welding
Or the method for attachment of high-strength bolt, the construction of floorboard and ceiling board etc. subsequently can only be applied after steel frame installation
Work, low construction efficiency, it is very limited it is impossible to adapt to following developing direction of building trade installing to produce, with building
The quick assembling advocated in industry and standardization, node trend are not inconsistent.
For change traditional Construction of Steel Structure in-site installation equip efficiency low, cannot integrated production in enormous quantities shortcoming, special
It is not for realizing multi-rise building modularity, integrated quick assembling, developing a kind of girder truss integrated form flooring module.
Content of the invention
The purpose of this utility model is to solve technical problem present in prior art, and provides a kind of girder truss integrated
Formula flooring module.
In order to achieve the above object, this utility model employs the following technical solutions:
Girder truss integrated form flooring module, including the construction module of steel column and flooring, described steel column is arranged at structure mould
The corner of block, and construction module is set up in corresponding floor position on steel column.
Preferably, the lower surface of described construction module is disposed with ceiling joist and ceiling board from inside to outside, on
Surface is disposed with flooring Os Draconis and cement fibrolite plate from inside to outside, all with construction module assembled formation globality finishing die
Block.
Preferably, described construction module includes some main couples, one-level jack truss and two grades of jack truss；One-level time purlin
Frame is connected formation outer rim with main couple；Some jack truss are set in described outside inframe, main couple two ends are all by end plate
It is connected with steel column.
Further, described main couple, one-level jack truss and two grades of jack truss are box-type section, by parallel upper
Some vertical web rod and diagonal web member is supported to constitute between chord member and lower boom.
Further, described steel column is steel box column, elongated setting, is fixed with connection in floor correspondence position surrounding and adds
Strength plate, and be connected with main couple and be fixed with support bracket, for placing main couple on the connection stiffener of side.
Further, bolt hole, end plate and the company connecting for node preset by described end plate and connection stiffener
Connect and between stiffener, adopt high-strength bolt to connect；The lower edge boom end of main couple be placed in support bracket on, and one-level jack truss with
Main couple and steel column junction are provided with angle brace.
Preferably, described ceiling joist adopts two-way rectangular tube, depending on Os Draconis spacing is according to ceiling board size.Described
Flooring Os Draconis adopt two-way rectangular tube, depending on Os Draconis spacing is according to flooring cement fibrolite plate size.
Preferably, on two relative sides of described steel column all can erecting structure module, realize flooring splicing expand
Exhibition.
This utility model in terms of existing technologies, has many beneficial effects:
1st, the flooring module in this utility model embodiment is all by the way of finished product processing, then removes Speed Pinyin fast to scene
Dress, it is achieved that the industrialized production of floor system, is greatly improved site operation efficiency.
2nd, this utility model embodiment, in the form of girder truss, solves the problems, such as that girder steel worn by legacy equipment pipeline, can
So that each traditional specialty, such as structure, equipment, decoration etc. is integrated in same module, improves machining accuracy and quality,
Decrease live construction workman, save construction cost.
3rd, this utility model embodiment flooring adopts cement fibrolite plate, reduces flooring gravity load, and adopts girder truss
Form, effectively optimize section, save structural steel consumption.
Brief description
For clearer explanation this utility model embodiment or technical scheme of the prior art, below will be to embodiment
In description the accompanying drawing of required use be briefly described it is clear that, drawings in the following description are only that this practicality is new
Some embodiments of type, for those of ordinary skill in the art, on the premise of not paying creative work, can also root
Obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of girder truss integrated form flooring module described in the utility model；
Fig. 2 is the fractionation schematic diagram of girder truss integrated form flooring module described in the utility model；
Fig. 3 is the construction module floor map in girder truss integrated form flooring module described in the utility model；
Fig. 4 is the construction module schematic perspective view in girder truss integrated form flooring module described in the utility model；
Fig. 5 is the construction module scheme of installation in girder truss integrated form flooring module described in the utility model；
Fig. 6 is girder truss integrated form flooring module steel column schematic perspective view described in the utility model；
Fig. 7 is girder truss integrated form flooring module steel column scheme of installation described in the utility model；
Fig. 8 is the adjacent two construction module schematic perspective views of girder truss integrated form flooring module described in the utility model；
Fig. 9 is the structural representation of connector of the present invention.
Specific embodiment
Below in conjunction with the accompanying drawings a kind of this utility model embodiment girder truss integrated form flooring module is described in detail.Should
When clear and definite, described embodiment is only a part of embodiment of the present utility model, rather than the embodiment being entirely.It is based on
Embodiment in this utility model, it is all that those of ordinary skill in the art are obtained under the premise of not making creative work
Other embodiment, broadly falls into the scope of this utility model protection.
The essential core of this utility model embodiment is to change traditional steel construction site operation mode, by all need assembly
Part all forms finished product module in factory, is carried to Fast Installation behind scene.Therefore mainly by integrated for floor system,
Modularity, and node standardization.
Basic implementation of the present utility model, as Figure 1-3, in girder truss integrated form flooring module, including steel
Post and the construction module of flooring.Construction module is rectangular, and steel column is arranged on four angle points of construction module.Corresponding on steel column
The position of floor arranges corresponding supporting member and reinforcement by connection part, and construction module is set up on steel column.Construction module rises
To the effect of the supporting stressed member as floor, its top and bottom all can be installed other structures and form floor finished product.The present embodiment
In, in the upper surface assembly flooring Os Draconis 2 of construction module 1, the upper surface of flooring Os Draconis 2 lays cement fibre board 3；In construction module
1 lower surface assembled ceiling joist 4 and ceiling board 5 successively from inside to outside.Construction module 1 is connected with steel column 6, whole floor system
Form finished product.In overall flooring inside modules, can mounting device system in advance as needed.
Construction module 1 in this utility model is the essential elements carrying, and is also to realize the integrated prefabricated core of industry
One of technology place.
As shown in figure 4, in one embodiment, construction module 1 is mainly by two Pin main couples 7, two Pin one-level jack truss 11 and
Some two grades of jack truss 12 form.The parallel one-level jack truss 11 of the two Pin main couple 7 parallel with two Pin connects formation outer rim,
Some two grades of parallel jack truss 12 are arranged at outside inframe and are connected with one-level jack truss 11, form the construction module 1 of flooring
Main body.Main couple 7 includes main couple top boom 71, main couple lower boom 72, main couple web member 73 and main couple end plate 74.Truss
Web member 73 includes vertical web rod and two kinds of diagonal web member.One-level jack truss and two grades of jack truss are also box-type section, and structure and master
Truss 7 is identical, is constituted by supporting some vertical web rod and diagonal web member between parallel top boom and lower boom.Two grades of jack truss
11 top-bottom chords are connected with main couple 7 top-bottom chord respectively, and are connected with main couple end plate 74 welt.Implement in this utility model
In example, main couple 7, the main rod of 11, two grades of jack truss 12 of one-level jack truss all adopt square steel tube, one-level jack truss 11 with lead
Truss 7 junction is provided with the first angle brace 13.Large-scale pipeline can be worn, for the installation laying of equipment pipe inside each truss.
As shown in fig. 6-7, in another embodiment, steel column 6 is steel box column, elongated setting.Steel column 6 includes quadrate steel pipe column
61st, connect stiffener 62, support bracket 63, connecting bolt 64, connect stiffener 62 and be fixed in floor correspondence position surrounding, phase
It is provided with ribbed stiffener 65 between adjacent connection stiffener 62.It is connected with main couple and connecting of side be fixed with I shape on stiffener
Support bracket.Quadrate steel pipe column 61 up/down perforation, can carry out segmentation according to live actual demand.As shown in figure 5, during in-site installation,
Above-mentioned main couple lower boom 72 is positioned on support bracket 63.Preset, on end plate and connection stiffener, the spiral shell connecting for node
Keyhole.Truss end plate 74 is connected stiffener 62 and is connected by connecting bolt 64 with steel column.
For reinforcement structure intensity, after integral module in-site installation is in place, one-level jack truss 11 be connected stiffener
Second angle brace 8 is set between 62.
Flooring Os Draconis 2, ceiling joist 4 all using thin-walled rectangular tube, respectively according to cement fibrolite plate 3 and ceiling board 5 point
Block size is arranged.Cement fibrolite plate 3 and ceiling board 5 are the construction modules that existing market face has existed, its principle and work(
Can not repeat here.
On two relative sides of steel column all can erecting structure module, realize flooring splicing extension.As shown in figure 8, phase
Adjacent two integral modules share steel column 6, and arrange some connectors 9 in adjacent one-level jack truss 11.Connector 9 includes connecting plate
91 and connecting bolt 92.During in-site installation, after the completion of integral module is connected with steel column 6, tighten connecting bolt 92, make adjacent two
Individual module is linked to be entirety.
This utility model embodiment site operation efficiency increases substantially and it is critical only that between construction module 1 and steel column 6 soon
Fast para-position, connecting bolt 64 is quickly bored a hole twist-on, and installation effectiveness is improved.
The girder truss integrated form flooring module being combined based on above-mentioned technical characteristic is as shown in Figure 1.This girder truss integrated form building
The assembling method of face mould block is as follows:
The construction module of pre-production flooring, steel column and each Os Draconis, panel first in the factory outside place to be onstructed
Deng accessory.Os Draconis, panel can in the manner aforesaid assembled in advance on construction module 1.Then all accessories are integrally carried to and apply
Work scene, carries out assembled preparation.During site operation, first four angle points in flooring yet to be built are respectively perpendicular the steel installing corresponding height
Post 6, and connection stiffener 62 is set in the way of Fig. 6 in floor correspondence position yet to be built and supports bracket 63；Then flooring is tied
Structure module integral hoisting extremely supports on bracket 63, in the end plate 74 on the main couple 7 of construction module 1 and corresponding company on steel column 6
Connect stiffener 62 and be bolted fixation；Finally between the one-level jack truss 11 and steel column 6 of construction module 1, second corner is installed
Support 8, and be welded and fixed.Thus, the flooring of this floor installs, if its top also has multilamellar flooring to need to assemble, also can enter
Row identical step, successively installs.
In addition, when same layer has two and above flooring assembled side by side, can first as stated above assembly complete first
Block flooring module, then using two steel columns of side as shared steel column more vertical in the other two corner point of another piece of flooring
Straight installation two other steel column 6, then setting connects stiffener and carries out after supporting bracket lifting fixing in the same way.Finally
Carry out strengthening connecting using connecting plate 91 and bolt 92 between two pieces of adjacent flooring modules.
Claims (8)
1. a kind of girder truss integrated form flooring module it is characterised in that: include the construction module of steel column and flooring, described steel column
It is arranged at the corner of construction module, and construction module is set up in corresponding floor position on steel column.
2. girder truss integrated form flooring module as claimed in claim 1 it is characterised in that: the lower surface of described construction module
It is disposed with ceiling joist and ceiling board, upper surface is disposed with flooring Os Draconis and cement fibrolite plate, equal and construction module
Assembled formation globality finished product module.
3. girder truss integrated form flooring module as claimed in claim 1 it is characterised in that: described construction module includes some
Main couple, one-level jack truss and two grades of jack truss；One-level jack truss is connected formation outer rim with main couple；In described outer rim
The some jack truss of interior setting, main couple two ends are all connected with steel column by end plate.
4. girder truss integrated form flooring module as claimed in claim 3 it is characterised in that: described main couple, one-level time purlin
Frame and two grades of jack truss are box-type section, by supporting some vertical web rod and oblique abdomen between parallel top boom and lower boom
Bar is constituted.
5. girder truss integrated form flooring module as claimed in claim 3 it is characterised in that: described steel column be steel box column,
Elongated setting, is fixed with connection stiffener in floor correspondence position surrounding, and is connected with main couple on the connection stiffener of side
It is fixed with support bracket, for placing main couple.
6. girder truss integrated form flooring module as claimed in claim 4 it is characterised in that: described end plate and connect stiffener
On preset for node connect bolt hole, end plate with is connected between stiffener adopt high-strength bolt connection；The lower edge of main couple
Boom end is placed on support bracket, and one-level jack truss is provided with angle brace with main couple and steel column junction.
7. girder truss integrated form flooring module as claimed in claim 2 it is characterised in that: described ceiling joist adopt two-way
Rectangular tube；Described flooring Os Draconis adopt two-way rectangular tube.
8. girder truss integrated form flooring module as claimed in claim 1 it is characterised in that: two relative sides of described steel column
On face all can erecting structure module, realize flooring splicing extension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620687788.2U CN205894419U (en) | 2016-06-28 | 2016-06-28 | Trussed girder integrated form building face mould piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620687788.2U CN205894419U (en) | 2016-06-28 | 2016-06-28 | Trussed girder integrated form building face mould piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894419U true CN205894419U (en) | 2017-01-18 |
Family
ID=57770701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620687788.2U Expired - Fee Related CN205894419U (en) | 2016-06-28 | 2016-06-28 | Trussed girder integrated form building face mould piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894419U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193402A (en) * | 2016-06-28 | 2016-12-07 | 中天建设集团浙江钢构有限公司 | Girder truss integrated form flooring module and installation method thereof |
| CN107237398A (en) * | 2017-06-26 | 2017-10-10 | 江南大学 | A kind of new multi and tall steel building assembled combined structure system |
| CN107299710A (en) * | 2017-06-21 | 2017-10-27 | 中天建设集团浙江钢构有限公司 | Integrated assembled type light floor and its construction method |
| CN111305079A (en) * | 2020-03-30 | 2020-06-19 | 河北省交通规划设计院 | Prefabricated assembled steel truss web concrete composite bridge and construction method |
-
2016
- 2016-06-28 CN CN201620687788.2U patent/CN205894419U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193402A (en) * | 2016-06-28 | 2016-12-07 | 中天建设集团浙江钢构有限公司 | Girder truss integrated form flooring module and installation method thereof |
| CN106193402B (en) * | 2016-06-28 | 2019-03-26 | 中天建设集团浙江钢构有限公司 | Girder truss integrated form flooring module and its installation method |
| CN107299710A (en) * | 2017-06-21 | 2017-10-27 | 中天建设集团浙江钢构有限公司 | Integrated assembled type light floor and its construction method |
| CN107237398A (en) * | 2017-06-26 | 2017-10-10 | 江南大学 | A kind of new multi and tall steel building assembled combined structure system |
| CN111305079A (en) * | 2020-03-30 | 2020-06-19 | 河北省交通规划设计院 | Prefabricated assembled steel truss web concrete composite bridge and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 311300 No. 520 Heting Street, Qingshan Lake Street, Linan District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongtian Hengzhu Steel Structure Co., Ltd. Address before: 311300 Linan Economic Development Zone, Hangzhou City, Zhejiang Province Patentee before: Zhongtian Construction Group Zhejiang Steel Co., Ltd. |
|
| 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: 20170118 Termination date: 20200628 |