CN205591361U - High strength wallboard and floor connection structure - Google Patents
High strength wallboard and floor connection structure Download PDFInfo
- Publication number
- CN205591361U CN205591361U CN201620354365.9U CN201620354365U CN205591361U CN 205591361 U CN205591361 U CN 205591361U CN 201620354365 U CN201620354365 U CN 201620354365U CN 205591361 U CN205591361 U CN 205591361U
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- floor
- wallboard
- reinforcing plate
- wall panel
- spliced eye
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Abstract
The utility model discloses a high strength wallboard and floor connection structure, including interconnect's lower floor's wallboard, floor and upper wallboard, lower floor's wallboard and upper wallboard all are vertical setting, and the floor is the level setting, the bottom edge of upper strata wallboard is opened there is the spliced eye, the top of lower floor's floor open have with spliced eye matched with grafting main part, open on the floor have with spliced eye and grafting main part complex perforating hole, the grafting main part pass earlier the perforating hole again the plug bush in the spliced eye, right -angled corner department between upper strata wallboard and the floor is connected with bight additional strengthening, and this kind of method makes integrated house wholeness good, and stability is good, and the installation of being convenient for is dismantled, does not receive geographical environment's influence. This kind of joining method intensity is high, the extensibility ability is good, anti -seismic performance is superior. Construct the accessory and all make in the factory, to the site assembly, the adverse effect of reduction degree environment. Construct all whole composings in the factory of accessory, the preparation, it is sparingly artifical, save material.
Description
Technical field
This utility model relates to the attachment structure of the assembly of a kind of modular architectural, specifically a kind of
Strength wall and floor connection structure.
Background technology
Existing housings etc. are all to be piled up by fragment of brick to pour with cement and complete, such
Building advantage is that construction process is simple, but the building time of this method is long, and Building wood
Material is mostly disposable after using, and the engineering disassembled is loaded down with trivial details, and the resource of consumption is many, to environment
The pollution caused is the most, is unfavorable for the development of green environment.
Utility model content
For deficiency of the prior art, need the member connection structure of a kind of modular architectural.
For realizing above-mentioned technical scheme, this utility model needs a kind of strength wall and floor
Attachment structure, including interconnective bottom wall panel, floor and top wall panel, bottom wall panel with
Top wall panel all for being vertically arranged, floor for being horizontally disposed with, the bottom margin of described top wall panel
Having spliced eye, the top of described lower floor floor has the grafting main body matched with spliced eye,
Having the through hole coordinated with spliced eye and grafting main body on described floor, described grafting main body is first
Through the through hole sleeve again right-angled corner in spliced eye, between described top wall panel and floor
Place's connection has corner reinforced structure.
Described corner reinforced structure includes the steel that cross section is right angle, two straight flanges of described steel
It is bolted on the cornice sheathing closed on or floor.
Connecting in described bottom wall panel has outer layer reinforcing plate, described outer layer reinforcing plate to include laterally adding
Strong plate and longitudinally reinforced plate, described horizontal reinforcing plate is mutually connected vertically with longitudinally reinforced plate, institute
The length stating horizontal reinforcing plate exceedes the thickness of floor, and the length of horizontal reinforcing plate exceedes floor
Thickness.
Right angle reinforcement it is welded with on described corner reinforced structure.
The screw of described connection corner reinforced structure is then passed through cornice sheathing after outer layer reinforcing plate
Or floor is connected to connect corner reinforced structure.
The utility model has the advantages that: this kind of method makes integrated house good integrity, good stability,
It is easily installed, dismounting, is not affected by geographical environment.This kind of method of attachment intensity height, extension
Performance is good, anti-seismic performance is superior.The component and fitting of this kind of method of attachment is all made in factory,
To assembled in situ, the adverse effect of minimizing degree environment.Component and fitting all overall typesettings in factory,
Make, save artificial, save material.
Accompanying drawing explanation
Fig. 1 is the structure chart of strength wall and floor connection structure；
Fig. 2 is the explosive view of strength wall and floor connection structure；
In figure: 1, bottom wall panel, 2, floor, 3, top wall panel, 4, spliced eye, 5,
Grafting main body, 6, through hole, 7, corner reinforced structure, 8, outer layer reinforcing plate.
Detailed description of the invention
According to Fig. 1,2 explanation specific embodiment of the utility model, under interconnective
Layer wallboard 1, floor 2 and top wall panel 3, bottom wall panel 1 and top wall panel 3 are all vertical
Arranging, floor 2 is for being horizontally disposed with, and the bottom margin of described top wall panel 3 has spliced eye 4,
The top of described lower floor floor has the grafting main body 5 matched with spliced eye 4, described floor
The through hole 6 coordinated with spliced eye 4 and grafting main body 5, described grafting main body 5 is had on 2
Initially pass through through hole 6 sleeve again in spliced eye 4, between described top wall panel 3 and floor 2
Right-angled corner at connect have corner reinforced structure 7.
Described corner reinforced structure 7 includes the steel that cross section is right angle, and two of described steel are straight
While be bolted on the cornice sheathing closed on or floor 2.
Connecting in described bottom wall panel has outer layer reinforcing plate 8, described outer layer reinforcing plate 8 to include horizontal stroke
To reinforcing plate and longitudinally reinforced plate, described horizontal reinforcing plate and longitudinally reinforced plate are mutually perpendicular to even
Connecing, the length of described horizontal reinforcing plate exceedes the thickness of floor 2, and the length of horizontal reinforcing plate surpasses
Cross the thickness of floor 2.
It is welded with right angle reinforcement on described corner reinforced structure 7.
The screw of described connection corner reinforced structure 7 is then passed through wall after outer layer reinforcing plate 8
Plate or floor 2 are connected to connect corner reinforced structure 7.
Claims (5)
1. strength wall and a floor connection structure, including interconnective bottom wall panel
(1), floor (2) and top wall panel (3), bottom wall panel (1) and top wall panel (3)
All for being vertically arranged, floor (2) is for being horizontally disposed with, it is characterised in that: described top wall panel
(3) bottom margin has spliced eye (4), and the top of described lower floor floor has and grafting
The grafting main body (5) matched in hole (4), described floor (2) has and spliced eye (4)
The through hole (6) coordinated with grafting main body (5), described grafting main body (5) initially passes through through
Hole (6) sleeve again in spliced eye (4), described top wall panel (3) and floor (2) it
Between right-angled corner at connect have corner reinforced structure (7).
Strength wall the most according to claim 1 and floor connection structure, its feature exists
In: described corner reinforced structure (7) includes the steel that cross section is right angle, the two of described steel
Bar straight flange is bolted on the cornice sheathing closed on or floor (2).
Strength wall the most according to claim 2 and floor connection structure, its feature exists
In: connect in described bottom wall panel and have outer layer reinforcing plate (8), described outer layer reinforcing plate (8)
Including horizontal reinforcing plate and longitudinally reinforced plate, described horizontal reinforcing plate is the most vertical with longitudinally reinforced plate
Direct-connected connecing, the length of described horizontal reinforcing plate exceedes the thickness of floor (2), horizontal reinforcing plate
Length exceed the thickness of floor (2).
Strength wall the most according to claim 2 and floor connection structure, its feature exists
In: described corner reinforced structure is welded with right angle reinforcement on (7).
Strength wall the most according to claim 3 and floor connection structure, its feature exists
In: the screw of described connection corner reinforced structure (7) is worn after outer layer reinforcing plate (8) again
Cross cornice sheathing or floor (2) is connected to connect corner reinforced structure (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620354365.9U CN205591361U (en) | 2016-04-22 | 2016-04-22 | High strength wallboard and floor connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620354365.9U CN205591361U (en) | 2016-04-22 | 2016-04-22 | High strength wallboard and floor connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591361U true CN205591361U (en) | 2016-09-21 |
Family
ID=56934842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620354365.9U Active CN205591361U (en) | 2016-04-22 | 2016-04-22 | High strength wallboard and floor connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205591361U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284680A (en) * | 2016-10-20 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard and floor plates and the dry spelling steel attachment structure of balcony slab |
| CN106836502A (en) * | 2017-03-09 | 2017-06-13 | 陈阳 | Modularized house assembling structure |
| CN106869539A (en) * | 2017-03-23 | 2017-06-20 | 黄河科技学院 | A kind of assembled factory building |
| CN113863509A (en) * | 2020-11-30 | 2021-12-31 | 哈尔滨理工大学 | Straw-steel assembled wall, connecting structure with floor and manufacturing method |
-
2016
- 2016-04-22 CN CN201620354365.9U patent/CN205591361U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284680A (en) * | 2016-10-20 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard and floor plates and the dry spelling steel attachment structure of balcony slab |
| CN106284680B (en) * | 2016-10-20 | 2018-10-19 | 南通联泷建筑材料有限公司 | A kind of dry spelling steel connection structure of wallboard and floor plates and balcony slab |
| CN106836502A (en) * | 2017-03-09 | 2017-06-13 | 陈阳 | Modularized house assembling structure |
| CN106869539A (en) * | 2017-03-23 | 2017-06-20 | 黄河科技学院 | A kind of assembled factory building |
| CN113863509A (en) * | 2020-11-30 | 2021-12-31 | 哈尔滨理工大学 | Straw-steel assembled wall, connecting structure with floor and manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Jiaxing City, Zhejiang province 314006 Nanhu District Guangyi Road No. 3060 Patentee after: Changda Steel Structure Co., Ltd. Address before: Jiaxing City, Zhejiang province 314006 Nanhu District Guangyi Road No. 3060 Patentee before: Zhejiang Changda Steel Structure Engineering Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder |