CN205688635U - Full precast floor slab dry type connecting structure - Google Patents
Full precast floor slab dry type connecting structure Download PDFInfo
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- CN205688635U CN205688635U CN201620634953.8U CN201620634953U CN205688635U CN 205688635 U CN205688635 U CN 205688635U CN 201620634953 U CN201620634953 U CN 201620634953U CN 205688635 U CN205688635 U CN 205688635U
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- plate
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- vertical
- fishplate bar
- vertical plate
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Abstract
The utility model discloses a kind of full precast floor slab dry type connecting structure, solve when horizontal plate opposed vertical plate rotates the torsion produced, the problem that screw is difficult to effective support, its drip irrigation device is to include horizontal plate, vertical plate and pre-sunk screw, by pre-sunk screw between horizontal plate and vertical plate, it is characterised in that, horizontal plate is embedded with horizontal position welding fishplate bar, vertical plate is embedded with vertical welding fishplate bar, and vertical plate is provided with chute, is provided with the angle steel towards described horizontal plate sliding in described chute；When angle steel slides onto conflict horizontal plate position, in angle steel, the orthogonal first straight plate and the second straight plate are respectively welded horizontal position welding fishplate bar and vertical welding fishplate bar, reach effectively to overcome from the twisting resistance between horizontal plate and vertical plate so that horizontal plate is stably connected with vertical plate.
Description
Technical field
This utility model relates to a kind of connecting structure, more particularly, it relates to a kind of full precast floor slab dry type connecting structure.
Background technology
The wallboard of existing preprocessing is widely used to building field, but for prefabrication concrete structure
The connection of part dry type remains more problem, and one of them is the connecting structure between vertical wallboard and the horizontal top on roof
Complicated time-consuming, and the reliability connected is relatively low, the most firmly.
A kind of full precast floor slab dry type of Chinese patent document now retrieving a kind of Publication No. CN205116508U connects
Structure.It can be seen that horizontal plate accumbency is on vertical plate, when ground occurs slight jitter, horizontal plate easy opposed vertical plate occurs
Slight vertical rotating, and the connecting framework of horizontal plate and vertical plate is only dependent on screw, and screw to bear from level
The shearing force in direction, when horizontal plate opposed vertical plate rotates the torsion produced, screw is difficult to effective support.
Utility model content
The purpose of this utility model is to provide a kind of full precast floor slab dry type connecting structure, its can effectively overcome from
Twisting resistance between horizontal plate and vertical plate so that horizontal plate and vertical plate
It is stably connected with.
Above-mentioned technical purpose of the present utility model has the technical scheme that
A kind of full precast floor slab dry type connecting structure, including horizontal plate, vertical plate and pre-sunk screw, horizontal plate and vertical plate
Between connected by pre-sunk screw, horizontal plate is embedded with horizontal position welding fishplate bar, and vertical plate is embedded with vertical welding fishplate bar, and vertical plate is provided with cunning
Groove, is provided with the angle steel towards described horizontal plate sliding in described chute；When angle steel slides onto conflict horizontal plate position, in angle steel mutually
The first vertical straight plate and the second straight plate are respectively welded in horizontal position welding fishplate bar and vertical welding fishplate bar.
By using technique scheme, horizontal grillage is on vertical, fixing to overcome shearing each other by screw screw
Power.After horizontal plate and vertical plate position, angle steel slides onto horizontal plate position, by the first of angle steel the straight plate and the second straight plate respectively at
Horizontal position welding fishplate bar is welded and fixed with vertical welding fishplate bar, and welding has firmly, the advantage of good stability.Angle steel improve horizontal plate with
The ability of the torsional rotation force of vertical plate.Angle steel sliding in chute, have adjust angle iron position effect, prevent horizontal plate with
Vertical plate closes in operation at frame, the collision of horizontal plate and angle steel.
Formation the first deep gouge it is also preferred that the left horizontal plate caves inward, it is interior to realize that horizontal position welding fishplate bar is fixed on described first deep gouge
The straight plate of the first of angle steel is embedded in the first deep gouge.
By using technique scheme, the first straight plate, in the first deep gouge, decreases the lobe on horizontal plate surface, can
By the way of fill concrete, quickly filling and leading up the first deep gouge, horizontal plate surfacing is the simplest.
Formation the second deep gouge it is also preferred that the left vertical plate caves inward, it is interior to realize that horizontal position welding fishplate bar is fixed on described second deep gouge
The straight plate of the second of angle steel is embedded in the second deep gouge.
By using technique scheme, the second straight plate, in the second deep gouge, decreases the lobe on horizontal plate surface, can
By the way of fill concrete, quickly filling and leading up the second deep gouge, horizontal plate surfacing is the simplest.
It is also preferred that the left described vertical plate include two by the fixing slide rails of attachment screw, chute be slide rail depressed part and
Article two, the chute of slide rail is provided opposite to for the second straight plate sliding.
It is also preferred that the left the cross section of slide rail is in " recessed " shape.
By using technique scheme, slide rail is for the smooth and easy sliding of angle steel, and slide rail is fixed by interconnection function, it is simple to slide rail
After using, remove, and secondary utilizes.
It is also preferred that the left fixed by the second screw between slide rail and the second straight plate.
By using technique scheme, the second straight plate is fixed by the second screw, after unscrewing the second screw, and drift angle
Steel, its effect is, decreases riser landing of angle steel in handling process.
It is also preferred that the left reserved 40mm preset slot between described horizontal plate and vertical plate end face.
By using technique scheme, it is reserved with 40mm preset slot, can effectively eliminate alignment error.
Accompanying drawing explanation
Fig. 1 is the cross-sectional schematic of embodiment full precast floor slab dry type connecting structure, and display horizontal plate exists with vertical grillage
Position relationship time together；
Fig. 2 is vertical plate and the assembling schematic diagram of guide rail in embodiment full precast floor slab dry type connecting structure；
Fig. 3 is vertical plate and the assembling schematic diagram of angle steel in embodiment full precast floor slab dry type connecting structure；
Fig. 4 is vertical plate and Bolted angle connection schematic diagram in embodiment full precast floor slab dry type connecting structure.
In figure: 1, horizontal plate；2, vertical plate；3, pre-sunk screw；41, horizontal position welding fishplate bar；42, vertical welding fishplate bar；51, first sinks
Groove；52, the second deep gouge；6, slide rail；61, chute；7, angle steel；71, the first straight plate；72, the second straight plate；8, attachment screw；9,
Two screws；10, microdilatancy grouting material；11, connecting plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
The present embodiment can be made after reading this specification by field technique personnel as required does not has the amendment of creative contribution, but
As long as all being protected by Patent Law in right of the present utility model.
Embodiment: full precast floor slab dry type connecting structure, as it is shown in figure 1, it is vertical to include that concrete is poured into a mould in advance
Plate 2, the upper end of vertical plate 2 is fixed with pre-sunk screw 3, and the left and right sides of pre-sunk screw 3 is provided with frame horizontal plate on vertical plate 2
1；It is reserved with the gap of 40mm between horizontal plate 1 and vertical plate 2, its purpose is to vertical plate 2 with horizontal plate 1 in installation process
Installation surplus, it is simple to be mutually perpendicular to frame between vertical plate 2 and horizontal plate 1 and hold, and this preset clearance be filled with microdilatancy grouting
Material 10.Fixed with screw by connecting plate 11 between two pieces of horizontal plates 1.
Horizontal plate 1 offers a first rectangular-shaped deep gouge 51, and the bottom of the first deep gouge 51 is embedded with horizontal position welding fishplate bar in advance
41；The upper end of vertical plate 2 is symmetrical offers the first deep gouge 51, and the bottom of this first deep gouge 51 is embedded with vertical welding fishplate bar in advance
42, when horizontal plate 1 is vertical with vertical plate 2 erect time, the first deep gouge 51 is interconnected with the second deep gouge 52, and vertical welding fishplate bar 42 is with horizontal
Welded plate 41 is mutually perpendicular to.
Such as Fig. 2, vertical welding fishplate bar 42 is fixed with two slide rails 6 by attachment screw 8, the cross section of slide rail 6 in " recessed " shape,
The depressed part of slide rail 6 forms chute 61, and the quantity of the slide rail 6 of each piece of vertical welding fishplate bar 42 is two, the chute of two slide rails 6
61 are arranged face-to-face.
Shown in Fig. 3, sliding and be inserted with angle steel 7 in two slide rails 6, the straight plate 72 of the second of angle steel 7 can be slided in the chute 61 of slide rail 6
Move.In Fig. 4, when vertical plate 2 is in handling process, the second screw 9 is threaded on slide rail 6 and conflicts the through slide rail 6
On two straight plates 72, it is achieved fixing to angle steel 7 and vertical plate 2, and after the second screw 9 of outwarding winding unscrews, the second vertical plate 2 is freely
Along slide rail 6 sliding.
Fig. 1 and Fig. 4, angle steel 7 moves to horizontal plate 1 so that the first straight plate 71 is conflicted on horizontal position welding fishplate bar 41, horizontal position welding is connect
Plate 41 welds with the first straight plate 71, is welded with the second straight plate 72 by vertical welding fishplate bar 42, it is achieved horizontal plate 1 is fixing with vertical plate 2,
Then screw out attachment screw 8, guide rail is removed from vertical plate 2.
Claims (7)
1. a full precast floor slab dry type connecting structure, including horizontal plate (1), vertical plate (2) and pre-sunk screw (3), horizontal plate
(1) it is connected by pre-sunk screw (3) with between vertical plate (2), it is characterised in that horizontal plate (1) is embedded with horizontal position welding fishplate bar (41),
Vertical plate (2) is embedded with vertical welding fishplate bar (42), and vertical plate (2) is provided with chute (61), and described chute is provided with towards described water in (61)
The angle steel (7) of flat board (1) sliding；When angle steel (7) slides onto conflict horizontal plate (1) position, in angle steel (7) orthogonal first
Straight plate (71) is respectively welded horizontal position welding fishplate bar (41) and vertical welding fishplate bar (42) with the second straight plate (72).
Full precast floor slab dry type connecting structure the most according to claim 1, it is characterised in that horizontal plate (1) caves inward
Forming the first deep gouge (51), it is interior to realize the first of angle steel (7) the straight plate that horizontal position welding fishplate bar (41) is fixed on described first deep gouge (51)
(71) it is embedded in the first deep gouge (51).
Full precast floor slab dry type connecting structure the most according to claim 1 and 2, it is characterised in that vertical plate (2) concaves
Falling into and form the second deep gouge (52), horizontal position welding fishplate bar (41) is straight to realize the second of angle steel (7) in being fixed on described second deep gouge (52)
Plate (72) is embedded in the second deep gouge (52).
Full precast floor slab dry type connecting structure the most according to claim 1, it is characterised in that described vertical plate (2) includes
Article two, by the slide rail (6) that attachment screw (8) is fixing, chute (61) is depressed part and the chute of two slide rails (6) of slide rail (6)
(61) it is provided opposite to for the second straight plate (72) sliding.
Full precast floor slab dry type connecting structure the most according to claim 4, it is characterised in that the cross section of slide rail (6) in
" recessed " shape.
6. according to the full precast floor slab dry type connecting structure described in claim 4 or 5, it is characterised in that slide rail (6) is straight with second
Fixed by the second screw (9) between plate (72).
Full precast floor slab dry type connecting structure the most according to claim 1, it is characterised in that described horizontal plate (1) with
It is reserved with 40mm preset slot between vertical plate (2) end face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634953.8U CN205688635U (en) | 2016-06-23 | 2016-06-23 | Full precast floor slab dry type connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634953.8U CN205688635U (en) | 2016-06-23 | 2016-06-23 | Full precast floor slab dry type connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205688635U true CN205688635U (en) | 2016-11-16 |
Family
ID=57425527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620634953.8U Expired - Fee Related CN205688635U (en) | 2016-06-23 | 2016-06-23 | Full precast floor slab dry type connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205688635U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107677599A (en) * | 2017-10-31 | 2018-02-09 | 江苏金贸科技发展有限公司 | A kind of prefabricated panel lifts strength test mould |
| CN108412100A (en) * | 2018-06-11 | 2018-08-17 | 青岛理工大学 | A kind of assembly sunk type floor and its connecting structure entirely |
| CN108532807A (en) * | 2018-04-28 | 2018-09-14 | 刘鹏飞 | A kind of steel skeleton hollow pre-fabricated panels |
| CN108625484A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss edges of boards support node structure |
| CN111827553A (en) * | 2020-07-27 | 2020-10-27 | 福建兴港建工有限公司 | Prefabricated floor slab structure and installation method |
| CN113006264A (en) * | 2019-12-20 | 2021-06-22 | 陕西博睿信息科技有限公司 | Support-free layered assembly type steel structure |
-
2016
- 2016-06-23 CN CN201620634953.8U patent/CN205688635U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107677599A (en) * | 2017-10-31 | 2018-02-09 | 江苏金贸科技发展有限公司 | A kind of prefabricated panel lifts strength test mould |
| CN108532807A (en) * | 2018-04-28 | 2018-09-14 | 刘鹏飞 | A kind of steel skeleton hollow pre-fabricated panels |
| CN108625484A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss edges of boards support node structure |
| CN108412100A (en) * | 2018-06-11 | 2018-08-17 | 青岛理工大学 | A kind of assembly sunk type floor and its connecting structure entirely |
| CN113006264A (en) * | 2019-12-20 | 2021-06-22 | 陕西博睿信息科技有限公司 | Support-free layered assembly type steel structure |
| CN111827553A (en) * | 2020-07-27 | 2020-10-27 | 福建兴港建工有限公司 | Prefabricated floor slab structure and installation method |
| CN111827553B (en) * | 2020-07-27 | 2021-08-31 | 福建兴港建工有限公司 | Prefabricated floor slab structure and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161116 Termination date: 20190623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |