CN206581408U - It is a kind of to be constructed by the bolted concrete lamination piece of steel plate - Google Patents
It is a kind of to be constructed by the bolted concrete lamination piece of steel plate Download PDFInfo
- Publication number
- CN206581408U CN206581408U CN201720223958.6U CN201720223958U CN206581408U CN 206581408 U CN206581408 U CN 206581408U CN 201720223958 U CN201720223958 U CN 201720223958U CN 206581408 U CN206581408 U CN 206581408U
- Authority
- CN
- China
- Prior art keywords
- superimposed sheet
- steel plate
- sheet body
- precast concrete
- concrete superimposed
- 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
Abstract
Constructed the utility model discloses one kind by the bolted concrete lamination piece of steel plate, including precast concrete superimposed sheet body, cast-in-place concrete superimposed sheet panel and spring, the left end of the precast concrete superimposed sheet body is connected with bolt, and safety pole is installed above precast concrete superimposed sheet body, safety rope is connected with the safety pole, the outer surface of the precast concrete superimposed sheet body is mounted with yi word pattern steel plate, and the right-hand member of precast concrete superimposed sheet body is fixed with U-shaped steel plate, bolt hole is inlaid with the U-shaped steel plate, the bottom of the cast-in-place concrete superimposed sheet panel is provided with precast concrete superimposed sheet body, it is connected with below the reinforcing steel bar and pours band.Steel plate connector in pre-buried embedded precast concrete superimposed sheet body, should be bolted by steel plate bolted concrete lamination piece construction, and simplify working procedure, adapt to assembled architecture and build feature.
Description
Technical field
The utility model is related to steel plate bolt device technical field, is specially that one kind is folded by the bolted concrete of steel plate
Plate piece is constructed.
Background technology
With economic significantly growth, each regional construction is also underway, and construction is accomplished by using concrete,
It is many using steel reinforcement cage or embedded Steel bar rack is set between concrete folding plate at this stage, pass through traditional welding or mechanical connection
Mode be attached, in various engineerings for concrete folding plate connection also more and more frequently, use demand is also very high.
But connected mode on the market all has a series of problems, such as due to connection process is excessively cumbersome, installation process is more
Trouble, connects not firm enough, without safeties, the problems such as too conference of concrete folding plate stress influences its service life is
This, it is proposed that one kind is bolted in the pre-buried embedded precast concrete superimposed sheet body of steel plate connector, simplified
Working procedure, adapts to assembled architecture and builds the bolted concrete lamination piece structure of the very significant steel plate of characteristic result
Make.
The content of the invention
The purpose of this utility model is to provide a kind of by the bolted concrete lamination piece construction of steel plate, to solve
What is proposed in above-mentioned background technology is excessively cumbersome in connection process, and installation process is more bothered, and connects not firm enough, does not insure
Device, the problem of too conference of concrete folding plate stress influences its service life.
To achieve the above object, the utility model provides following technical scheme：One kind is by the bolted concrete of steel plate
Lamination piece is constructed, including precast concrete superimposed sheet body, cast-in-place concrete superimposed sheet panel and spring, the concrete
The left end of native superimposed sheet body, which is connected with above bolt, and precast concrete superimposed sheet body, is provided with safety pole, the guarantor
Safety rope is connected with dangerous post, the outer surface of the precast concrete superimposed sheet body is mounted with yi word pattern steel plate, and prefabricated mixed
The right-hand member of solidifying soil superimposed sheet body, which is fixed with U-shaped steel plate, the U-shaped steel plate, is inlaid with bolt hole, and the cast-in-place concrete is folded
The bottom of plywood panel is provided with precast concrete superimposed sheet body, and the positioned beneath of cast-in-place concrete superimposed sheet panel has increasing
It is connected with below strong reinforcing bar, the reinforcing steel bar and pours band, is provided with the inside of the spring and pours band.
It is preferred that, the surrounding of the precast concrete superimposed sheet body is provided with U-shaped steel plate.
It is preferred that, the precast concrete superimposed sheet body top surface has concavo-convex pitted skin.
It is preferred that, perpendicular shape structure between bolt and the yi word pattern steel plate.
It is preferred that, the spring is provided with two, and symmetrical on the axis of cast-in-place concrete superimposed sheet panel.
Compared with prior art, the beneficial effects of the utility model are：It should be spelled by the bolted concrete lamination of steel plate
Seam construction is bolted by the pre-buried embedded precast concrete superimposed sheet body of steel plate connector, simplifies working procedure,
Adapt to assembled architecture and build feature, the bottom of cast-in-place concrete superimposed sheet panel is provided with spring, can play effective
Cushioning effect, reduces the burden of concrete lamination, is provided with safety pole with safety rope, can again lead to after bolt connection is finished again
The safety pole crossed on safety rope two concrete laminations of connection, more safe, it is therefore prevented that the generation of accident, precast concrete is folded
Plywood body top surface has concavo-convex pitted skin, and laminating is poured beneficial to cast-in-place concrete, the laminating that concrete can be made even closer,
The quality of engineering is enhanced, is substantially increased by the effect of the bolted concrete lamination piece construction of steel plate.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model structural profile schematic diagram.
In figure：1st, precast concrete superimposed sheet body, 2, bolt, 3, safety pole, 4, safety rope, 5, in-line steel plate, 6, U
Shape steel plate, 7, bolt hole, 8, cast-in-place concrete superimposed sheet panel, 9, pour band, 10, reinforcing steel bar, 11, spring.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：One kind is by the bolted concrete lamination of steel plate
Piece is constructed, including precast concrete superimposed sheet body 1, bolt 2, safety pole 3, safety rope 4, in-line steel plate 5, U-shaped steel plate
6th, bolt hole 7, cast-in-place concrete superimposed sheet panel 8, pour band 9, reinforcing steel bar 10 and spring 11, precast concrete superimposed sheet body
1 left end is connected with bolt 2, and the piece position bottom of precast concrete superimposed sheet body 1 sets up template, and pre- to what is spliced
Concrete folding plate bottom processed sets support, precast concrete superimposed sheet body 1 on casting concrete plate face, after maintenance
The precast concrete superimposed sheet to be spliced is connected integral, is connected by bolt 2, more firmly, simplifies working procedure,
Adapt to assembled architecture and build feature, the top surface of precast concrete superimposed sheet body 1 has concavo-convex pitted skin, beneficial to cast-in-place concrete
Laminating is poured, the laminating that concrete can be made even closer enhances the quality of engineering, and precast concrete superimposed sheet body 1
Top be provided with safety pole 3, safety pole 3 and be connected with safety rope 4, the outer surface placement of precast concrete superimposed sheet body 1
There is yi word pattern steel plate 5, perpendicular shape structure between bolt 2 and yi word pattern steel plate 5, and the right side of precast concrete superimposed sheet body 1
End is fixed with U-shaped steel plate 6, and the surrounding of precast concrete superimposed sheet body 1, which is provided with U-shaped steel plate 6, U-shaped steel plate 6, to be inlaid with
Bolt hole 7, the bottom of cast-in-place concrete superimposed sheet panel 8 is provided with precast concrete superimposed sheet body 1, and cast-in-place concrete is folded
The positioned beneath of plywood panel 8 has reinforcing steel bar 10, and the lower section of reinforcing steel bar 10, which is connected with, pours band 9, and the inner side of spring 11 is installed
Band 9 is poured, spring 11 is provided with two, and symmetrical on the axis of cast-in-place concrete superimposed sheet panel 8, can play effective
Cushioning effect, reduces the burden of concrete lamination.
Operation principle：Using before the bolted concrete lamination piece construction of steel plate, it is necessary first to whole
The structure of machinery carries out simple knowledge, for this kind of prefabricated mixed first by the bolted concrete lamination piece construction of steel plate
The pre-buried in-line steel plate 5 of adjacent side of 1 surrounding of solidifying soil superimposed sheet body two, 1 surrounding of precast concrete superimposed sheet body other two
The pre-buried U-shaped steel plate 6 of adjacent side, pre-embedded steel slab is respectively provided with bolt hole 7, the in-line steel plate 5 of precast concrete superimposed sheet body 1
Dock in place, be fastenedly connected by bolt 2 with the U-shaped steel plate 6 of another piece of precast concrete superimposed sheet body 1, sequentially fastening connects
The steel plate built-in fitting connect forms in piece position and pours band 9, pours band 9 and sets up reinforcing steel bar 10 in overlapping plate top surface and pour coagulation
Soil, forms the cast-in-place plate face of superimposed sheet, completes the splicing of prefabricated superimposed sheet body 1, and safety rope 4 is connected on two concrete laminations
Safety pole 3, more safe, spring 11 can play effective cushioning effect, reduce the burden of concrete lamination, like this
Complete the whole use process by the bolted concrete lamination piece construction of steel plate.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of constructed by the bolted concrete lamination piece of steel plate, including precast concrete superimposed sheet body（1）, it is cast-in-place
Concrete folding plate panel（8）And spring（11）, it is characterised in that：The precast concrete superimposed sheet body（1）Left end connect
It is connected to bolt（2）, and precast concrete superimposed sheet body（1）Top safety pole is installed（3）, the safety pole（3）Upper company
It is connected to safety rope（4）, the precast concrete superimposed sheet body（1）Outer surface be mounted with yi word pattern steel plate（5）, and it is prefabricated mixed
Solidifying soil superimposed sheet body（1）Right-hand member be fixed with U-shaped steel plate（6）, the U-shaped steel plate（6）On be inlaid with bolt hole（7）, it is described
Cast-in-place concrete superimposed sheet panel（8）Bottom be provided with precast concrete superimposed sheet body（1）, and cast-in-place concrete superimposed sheet
Panel（8）Positioned beneath have reinforcing steel bar（10）, the reinforcing steel bar（10）Lower section be connected with and pour band（9）, the spring
（11）Inner side be provided with and pour band（9）.
2. it is according to claim 1 a kind of by the bolted concrete lamination piece construction of steel plate, it is characterised in that：Institute
State precast concrete superimposed sheet body（1）Surrounding be provided with U-shaped steel plate（6）.
3. it is according to claim 1 a kind of by the bolted concrete lamination piece construction of steel plate, it is characterised in that：Institute
State precast concrete superimposed sheet body（1）Top surface has concavo-convex pitted skin.
4. it is according to claim 1 a kind of by the bolted concrete lamination piece construction of steel plate, it is characterised in that：Institute
State bolt（2）With yi word pattern steel plate（5）Between perpendicular shape structure.
5. it is according to claim 1 a kind of by the bolted concrete lamination piece construction of steel plate, it is characterised in that：Institute
State spring（11）Provided with two, and on cast-in-place concrete superimposed sheet panel（8）Axis it is symmetrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720223958.6U CN206581408U (en) | 2017-03-09 | 2017-03-09 | It is a kind of to be constructed by the bolted concrete lamination piece of steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720223958.6U CN206581408U (en) | 2017-03-09 | 2017-03-09 | It is a kind of to be constructed by the bolted concrete lamination piece of steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581408U true CN206581408U (en) | 2017-10-24 |
Family
ID=60111764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720223958.6U Expired - Fee Related CN206581408U (en) | 2017-03-09 | 2017-03-09 | It is a kind of to be constructed by the bolted concrete lamination piece of steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206581408U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296121A (en) * | 2018-09-30 | 2019-02-01 | 中国冶集团有限公司 | A kind of assembled floor piece construction and its construction method |
| CN111926973A (en) * | 2020-08-13 | 2020-11-13 | 江苏苏阳建设有限公司 | Stably-connected laminated plate |
| CN113529970A (en) * | 2021-08-04 | 2021-10-22 | 山西职业技术学院 | Assembled steel construction building wall and post connection structure |
| CN116575355A (en) * | 2023-07-13 | 2023-08-11 | 中国建筑第六工程局有限公司 | Recyclable full framing foundation and construction method thereof |
-
2017
- 2017-03-09 CN CN201720223958.6U patent/CN206581408U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296121A (en) * | 2018-09-30 | 2019-02-01 | 中国冶集团有限公司 | A kind of assembled floor piece construction and its construction method |
| CN111926973A (en) * | 2020-08-13 | 2020-11-13 | 江苏苏阳建设有限公司 | Stably-connected laminated plate |
| CN113529970A (en) * | 2021-08-04 | 2021-10-22 | 山西职业技术学院 | Assembled steel construction building wall and post connection structure |
| CN116575355A (en) * | 2023-07-13 | 2023-08-11 | 中国建筑第六工程局有限公司 | Recyclable full framing foundation and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206581408U (en) | It is a kind of to be constructed by the bolted concrete lamination piece of steel plate | |
| CN106677069B (en) | A kind of construction method of bridge pier integral formwork support one-shot forming structure | |
| CN205100120U (en) | Bury mounting structure of formula waterstop in box culvert | |
| CN105019354B (en) | Mounting method for modular anti-drop-beam expansion joint device | |
| CN107130715A (en) | Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system | |
| CN107859223A (en) | A kind of novel precast floor slab and the casting method of monoblock floor is built up by it | |
| CN109577377A (en) | Basement post-pouring zone structure and its construction method | |
| CN106150055A (en) | Concrete embedded part essence flat hanging installment work stand and the installation method of built-in fitting | |
| CN104453270B (en) | The bracing means of a kind of deformed bar concrete component and construction method | |
| CN104153573B (en) | V-type cylinder concrete pour mould and construction method | |
| CN206815199U (en) | A kind of Bridge Crack bracing means | |
| CN106381812B (en) | A kind of affixed pier construction method of installation of Steel Concrete composite beam | |
| CN102251481A (en) | Railway pier layered construction method and construction device | |
| CN109811787A (en) | It is a kind of to use the additional elevator structure of pin-connected panel foundation precast elements and its construction method | |
| CN105178198A (en) | Adjustable formwork for variable cross-section high pier of bridge | |
| CN108035544A (en) | A kind of expansion joint position shear wall side form bracing means and construction method | |
| CN207144456U (en) | Builder's jack I-steel built-in fitting | |
| CN207685855U (en) | A kind of anti-anti-floating large steel moulding plate device that inclines of cast-in-place concrete retaining wall | |
| CN109695289A (en) | A kind of prefabricated overlapping balcony slab of cracking resistance and its building method | |
| CN204728484U (en) | A kind of precast concrete primary-secondary beam syndeton | |
| CN204960318U (en) | Reinforcement type exterior angle hoop template device | |
| CN204781345U (en) | Two substructure drawknot muscle built -in fitting construction structures | |
| CN211200709U (en) | Laminated beam connecting structure in fabricated building | |
| CN105735138A (en) | Construction method for steel-concrete joint section of bridge | |
| CN209323703U (en) | Girder steel embedded part with reinforcement structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20171024 Termination date: 20180309 |