CN207392558U - A kind of readily removable aluminium sheet floor support plate of steel bar girder - Google Patents
A kind of readily removable aluminium sheet floor support plate of steel bar girder Download PDFInfo
- Publication number
- CN207392558U CN207392558U CN201721340361.6U CN201721340361U CN207392558U CN 207392558 U CN207392558 U CN 207392558U CN 201721340361 U CN201721340361 U CN 201721340361U CN 207392558 U CN207392558 U CN 207392558U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- bar girder
- muscle
- end template
- truss
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 102
- 239000010959 steel Substances 0.000 title claims abstract description 102
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 15
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 15
- 239000004411 aluminium Substances 0.000 title claims abstract description 15
- 210000003205 muscle Anatomy 0.000 claims abstract description 64
- 238000003466 welding Methods 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 11
- 239000000956 alloy Substances 0.000 claims abstract description 5
- 210000001015 abdomen Anatomy 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000013461 design Methods 0.000 abstract description 7
- 239000002699 waste material Substances 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 16
- 239000004567 concrete Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of readily removable aluminium sheet floor support plates of steel bar girder, it winds up muscle including end template, truss frame, truss welding steel bar layer, reinforcing bar chaining part, steel bar girder lower edge muscle and steel bar girder, the end template is made of aluminum alloy material, the truss frame is spliced for aluminum alloy square tube, the end template surrounding upper edge is equipped with sub-buckle, the truss frame surrounding lower edge is equipped with female thread, and the end template is connected with truss frame by sub-buckle and female thread holding card.This practicality can be according to the truss frame of a variety of different sizes of welding of different building requirements selectivity by the truss welding steel bar layer being equipped with, the fastener of plurality of specifications is adapted to simultaneously, it is good with intensity by the end template that material design uses of aluminium alloy, light-weight, flatness is high, and passes through the connection fixed form between the bolt of falling stake and snap fastener, it is highly susceptible to dismantling, it is reusable, property is greatly saved, has prevented the waste of resource manpower.
Description
Technical field
The utility model is related to construction processes technical fields, are specially a kind of readily removable aluminium sheet floor support plate of steel bar girder.
Background technology
Steel bar truss floor support plate is to belong to one kind without support die mould floor support plate, and steel bar girder is to pass through to determine in backstage factory
Type processing, site operation needs first contour plate is fixed on using peg on girder steel, then place again steel bar girder into
Row binding, after examination can casting concrete, with the continuous progress of construction technology, the development that building trade is advanced by leaps and bounds,
Carry out floor support plate construction when carry out first mould bases build with slab form installment work, formed reinforcing bar operation and installation put down
Platform, then the work in the enterprising pedestrian's work binding reinforcing bars of formwork bracing system form reinforced concrete floor framework of steel reinforcement, in reinforcing bar
Concrete is carried out after skeleton acceptance(check) pours work, however the bed die template that existing steel bar truss floor support plate uses is mostly
Timber products, are often present with after concreting that generate Forming Quality poor, are not easy to control quality, the protective layer of concrete and
Differ with the thickness of floor, armored concrete is caused to bear dynamics uneven, and be present with reinforcing bar after wooden form form removal and mix
Phenomena such as soil surface smoothness is poor, not easy to remove is coagulated, very delays duration and waste of manpower resource and property loss is necessary
Seriously.
Utility model content
Problem to be solved in the utility model is：It provides a kind of steel bar girder readily removable aluminium sheet floor support plate, passes through what is be equipped with
Truss welding steel bar layer can be simultaneously adapted to according to the truss frame of a variety of different sizes of welding of different building requirements selectivity
The fastener of plurality of specifications, good with intensity by the end template that material design uses of aluminium alloy, light-weight, flatness is high, and
By the connection fixed form between the bolt of falling stake and snap fastener, it is highly susceptible to dismantling, can solves to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the following technical solution of the utility model offer, a kind of readily removable aluminium sheet floor support plate of steel bar girder,
It winds up muscle including end template, truss frame, truss welding steel bar layer, reinforcing bar chaining part, steel bar girder lower edge muscle and steel bar girder,
The end template is made of aluminum alloy material, and the end template surrounding upper edge is equipped with sub-buckle, and the truss frame surrounding is following
Along female thread is equipped with, the end template is connected with truss frame by sub-buckle and female thread holding card.
Preferably, the sub-buckle and female thread recess are equipped with rubber waterproof pad.
Preferably, the truss welding steel bar layer is winded up by reinforcing bar chaining part, steel bar girder lower edge muscle and steel bar girder
Muscle forms, and the steel bar girder lower edge muscle of every group of truss welding steel bar layer is equipped with two, and the steel bar girder muscle that winds up is equipped with
One, and structure triangular in shape between them.
Preferably, using the hollow reinforcing bar of a diameter of 8mm, the steel bar girder winds up the steel bar girder lower edge muscle
Using the hollow reinforcing bar of a diameter of 10mm, the steel bar girder lower edge muscle and steel bar girder wind up and are equipped with reinforcing bar in muscle muscle
Truss abdomen string muscle structure.
Preferably, described two parallel steel bar girder lower edge muscle are fixedly connected by rebar connector, the steel
Wind up muscle and steel bar girder lower edge muscle of muscle truss passes through the support of truss welding steel bar layer and connects.
Preferably, upside-down mounting bolt is additionally provided with below the end template, the upside-down mounting bolt passes through end template truss frame for connecting frame
Frame.
Compared with prior art, the beneficial effects of the utility model are：
It can be according to a variety of different sizes of welding of different building requirements selectivity by the truss welding steel bar layer being equipped with
Truss frame, while be adapted to the fastener of plurality of specifications, have that intensity is good using aluminium alloy as the end template that material design uses, weight
Amount is light, and flatness is high, and by the connection fixed form between the bolt of falling stake and snap fastener, is highly susceptible to dismantling, repeat
It uses, greatly saves property, prevented the waste of resource manpower.
The utility model provides a kind of readily removable aluminium sheet floor support plate of steel bar girder, including end template, truss frame, truss welding
Steel bar layer, reinforcing bar chaining part, steel bar girder lower edge muscle and steel bar girder wind up muscle, and the end template is made of aluminum alloy material,
The end template surrounding upper edge is equipped with sub-buckle, and the truss frame surrounding lower edge is equipped with female thread, the end template and purlin
Frame frame is connected by sub-buckle with female thread holding card.
Further, the sub-buckle and female thread recess are equipped with rubber waterproof pad, and the truss welding steel bar layer passes through steel
Muscle chaining part, steel bar girder lower edge muscle and steel bar girder wind up muscle composition, the steel bar girder of every group of truss welding steel bar layer
Lower edge muscle is equipped with two, and the steel bar girder winds up muscle equipped with one, and structure triangular in shape between them.With this solution
Design structure can greatly increase whole bearing capacity, and carry dynamics equilibrium, and table after concreting will not occur
Face out-of-flatness happens.
Further, the steel bar girder lower edge muscle using a diameter of 8mm hollow reinforcing bar, on the steel bar girder
Using the hollow reinforcing bar of a diameter of 10mm, the steel bar girder lower edge muscle and steel bar girder wind up and are equipped with steel in muscle string muscle
Muscle truss abdomen string muscle structure, described two parallel steel bar girder lower edge muscle are fixedly connected by rebar connector, described
Wind up muscle and steel bar girder lower edge muscle of steel bar girder passes through the support of truss welding steel bar layer and connects.The design method of the program more into
The hand mileage degree for adding steel bar girder of one step, with the splendid benefit of quality after casting concrete, carrying dynamics endurance is strong
And it safe to use trusts.
Further, upside-down mounting bolt is additionally provided with below the end template, the upside-down mounting bolt passes through end template truss frame for connecting
Frame.The aluminium alloy plate being equipped with this solution is the design structure of end template, not only ensure that concreting rear surface
Flatness and easily control pouring quality, and by the connection fixed form between the bolt of falling stake and snap fastener, very easily
It is reusable in dismounting, property is greatly saved, has prevented the waste of resource manpower.
Description of the drawings
It in order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, for ordinary skill people
For member, without creative efforts, other attached drawings are can also be obtained according to these attached drawings.
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is the utility model letter buckle structure diagram；
Fig. 3 is the utility model rubber waterproof mat structure schematic diagram.
Fig. 4 is the utility model entirety side structure sectional view.
Fig. 5 is the utility model upside-down mounting bolt arrangement sectional view.
In figure：1. end template, 2. truss frames, 3. sub-buckles, 4. truss welding steel bar layers, 5. reinforcing bar chaining parts, 6. reinforcing bars
Truss lower edge muscle, 7. steel bar girders wind up muscle, 8. steel bar girder abdomen string muscle, 9. upside-down mounting bolts, 10. female threads, 11. rubber waterproofs
Pad.
Specific embodiment
Technological means, creation characteristic, the purpose reached and effect to realize the utility model are easy to understand, under
Face combines specific embodiment, and the utility model is expanded on further.
As shown in Figures 1 to 5, the readily removable aluminium sheet floor support plate of a kind of steel bar girder, including end template 1, truss frame 2, truss
Welded reinforcement layer 4, reinforcing bar chaining part 5, steel bar girder lower edge muscle 6 and steel bar girder wind up muscle 7, and the end template 1 is aluminium alloy
Material is made, and the 1 surrounding upper edge of end template is equipped with sub-buckle 3, and the 2 surrounding lower edge of truss frame is equipped with female thread 10,
The end template 1 is connected with truss frame 2 by sub-buckle 3 and 10 holding card of female thread.
A kind of readily removable aluminium sheet floor support plate of steel bar girder of the utility model, can basis by the truss welding steel bar layer 4 being equipped with
The truss frame 2 of a variety of different sizes of welding of different building requirements selectivity, while the fastener of plurality of specifications is adapted to, with aluminium
Alloy is good with intensity for the end template 1 that material design uses, light-weight, and flatness is high, and passes through the bolt of falling stake and primary and secondary
Connection fixed form between button, is highly susceptible to dismantling, reusable, greatly saves property, has prevented resource people
The waste of power.
Wherein, the sub-buckle 3 and 10 recess of female thread are equipped with rubber waterproof pad 11.
Wherein, the truss welding steel bar layer 4 is winded up by reinforcing bar chaining part 5, steel bar girder lower edge muscle 6 and steel bar girder
Muscle 7 forms, and the steel bar girder lower edge muscle 6 of every group of truss welding steel bar layer 4 is equipped with two, and the steel bar girder winds up muscle 7
Equipped with one, and structure triangular in shape between them.
Wherein, using the hollow reinforcing bar of a diameter of 8mm, the steel bar girder winds up the steel bar girder lower edge muscle 6
Using the hollow reinforcing bar of a diameter of 10mm, the steel bar girder lower edge muscle 6 and steel bar girder wind up and are equipped in muscle 7 muscle 7
8 structure of steel bar girder abdomen string muscle.
Wherein, described two parallel steel bar girder lower edge muscle 6 are fixedly connected by rebar connector 9, the steel
Wind up muscle 7 and steel bar girder lower edge muscle 6 of muscle truss passes through the support of truss welding steel bar layer 4 and connects.
Wherein, 1 lower section of end template is additionally provided with upside-down mounting bolt 9, and the upside-down mounting bolt 9 passes through 1 truss frame for connecting of end template
Frame 2.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that in the case where not departing from the principle of the utility model and spirit can these embodiments be carried out with a variety of variations, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of readily removable aluminium sheet floor support plate of steel bar girder, including end template (1), truss frame (2), truss welding steel bar layer (4),
Reinforcing bar chaining part (5), steel bar girder lower edge muscle (6) and steel bar girder wind up muscle (7), it is characterised in that：The end template (1) is
Aluminum alloy material is made, and end template (1) the surrounding upper edge is equipped with sub-buckle (3), and truss frame (2) the surrounding lower edge is equal
Equipped with female thread (10), the end template (1) is connected with truss frame (2) by sub-buckle (3) and female thread (10) holding card.
2. a kind of readily removable aluminium sheet floor support plate of steel bar girder according to claim 1, it is characterised in that：The sub-buckle (3) and
Female thread (10) recess is equipped with rubber waterproof pad (11).
3. a kind of readily removable aluminium sheet floor support plate of steel bar girder according to claim 1, it is characterised in that：The truss welding steel
Muscle layer (4) by reinforcing bar chaining part (5), steel bar girder lower edge muscle (6) and steel bar girder wind up muscle (7) form, every group of purlin
The steel bar girder lower edge muscle (6) of frame welded reinforcement layer (4) is equipped with two, and the steel bar girder winds up muscle (7) equipped with one, and he
Between structure triangular in shape.
4. a kind of readily removable aluminium sheet floor support plate of steel bar girder according to claim 1, it is characterised in that：Under the steel bar girder
For string muscle (6) using the hollow reinforcing bar of a diameter of 8mm, the steel bar girder winds up muscle (7) using a diameter of 10mm's
Hollow reinforcing bar, the steel bar girder lower edge muscle (6) and steel bar girder wind up, and muscle (7) is interior to be equipped with steel bar girder abdomen string muscle (8) knot
Structure.
5. a kind of readily removable aluminium sheet floor support plate of steel bar girder according to claim 3, it is characterised in that：Described two parallel
Steel bar girder lower edge muscle (6) is fixedly connected by rebar connector (5), and the steel bar girder winds up under muscle (7) and steel bar girder
String muscle (6) is supported by truss welding steel bar layer (4) and connected.
6. a kind of readily removable aluminium sheet floor support plate of steel bar girder according to claim 1, it is characterised in that：The end template (1)
Lower section is additionally provided with upside-down mounting bolt (9), and the upside-down mounting bolt (9) passes through end template (1) truss frame for connecting frame (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721340361.6U CN207392558U (en) | 2017-10-18 | 2017-10-18 | A kind of readily removable aluminium sheet floor support plate of steel bar girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721340361.6U CN207392558U (en) | 2017-10-18 | 2017-10-18 | A kind of readily removable aluminium sheet floor support plate of steel bar girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392558U true CN207392558U (en) | 2018-05-22 |
Family
ID=62328560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721340361.6U Expired - Fee Related CN207392558U (en) | 2017-10-18 | 2017-10-18 | A kind of readily removable aluminium sheet floor support plate of steel bar girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207392558U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296209A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A connecting piece for installing a steel truss floor deck |
| CN112942828A (en) * | 2021-04-16 | 2021-06-11 | 北京天润建设有限公司 | Aluminum alloy template |
| CN115434469A (en) * | 2022-10-18 | 2022-12-06 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss building carrier plate combination flexible coupling reinforcing apparatus |
-
2017
- 2017-10-18 CN CN201721340361.6U patent/CN207392558U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296209A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A connecting piece for installing a steel truss floor deck |
| CN112942828A (en) * | 2021-04-16 | 2021-06-11 | 北京天润建设有限公司 | Aluminum alloy template |
| CN115434469A (en) * | 2022-10-18 | 2022-12-06 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss building carrier plate combination flexible coupling reinforcing apparatus |
| CN115434469B (en) * | 2022-10-18 | 2024-04-30 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss floor carrier plate combined flexible connection reinforcing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 300000 Tianjin Binhai New Area free trade pilot area (Airport Economic Zone) west fourteen road 31. Patentee after: The southeast, Tianjin steel work Co., Ltd Address before: 300000 Tianjin Xiqing district free trade pilot area (Airport Economic Zone) west fourteen road 31. Patentee before: The southeast, Tianjin steel work 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: 20180522 Termination date: 20201018 |