CN206174146U - Assembly type structure's assembly node - Google Patents
Assembly type structure's assembly node Download PDFInfo
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- CN206174146U CN206174146U CN201621185589.8U CN201621185589U CN206174146U CN 206174146 U CN206174146 U CN 206174146U CN 201621185589 U CN201621185589 U CN 201621185589U CN 206174146 U CN206174146 U CN 206174146U
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- floor
- sheathing
- cornice sheathing
- cornice
- shaped steel
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Abstract
The utility model discloses an assembly type structure's assembly node, including prefabricated good cornice sheathing, lower wallboard and floor. The punishment of the relevant position of floor lateral margin and cornice sheathing lower edge is do not pre -buried to have a U shaped steel muscle, and the U shaped steel muscle on the floor is pre -buried along the floor face, and outside the ARC end of U shaped steel muscle was located the floor lateral margin, the U shaped steel muscle on the cornice sheathing was pre -buried along the lower edge of cornice sheathing, and the lower edge of cornice sheathing corresponds its ARC end who goes up U shaped steel muscle and locates flutedly, the floor overlap joint is inboard in lower wallboard's upper end, and is even as an organic whole through passing on floor and the cornice sheathing joint bar of U shaped steel muscle cross section between cornice sheathing, floor and the lower wallboard. Upward fixing a position through the joint bar between the lower wallboard and guaranteeing preceding straightness accuracy, the floor overlap joint passes through the intensity that U shaped steel muscle and joint bar and lower wallboard formed whole of prefabrication, assurance node behind lower wallboard's upper end. Also pre -buried U shaped steel muscle is located at the joint bar to the cornice sheathing, further guarantees the intensity of node.
Description
Technical field
The utility model is related to a kind of assembled architecture, and in particular to a kind of assembly node of assembled architecture.
Background technology
With the improvement of living standards, the demand of urban villa is more and more, and the building construction quality requirement in rural area is also got over
Come higher.It is also using concrete cast in situs and the building structure of villa at present is substantially similar with high building structure
Form of construction work, the building construction in rural area typically uses solid brick masonry, also do not account for the structure of insulation.And villa and rural area
Height of house be typically not above three layers, the weight capacity of its wall and floor is below the requirement of skyscraper, so not
The construction in villa and rural area defence area still uses reinforced concrete cast-in-situ structure wasting manpower and material resources, is unfavorable for wanting for environmental protection and energy saving
Ask.So lattice heat insulation prefabricated wallboard and floor arise at the historic moment, the house in villa and rural area can be just incubated using lattice
Quality at prefabricated board on-site consolidation, but the assembled node of lattice heat insucation prefabricated plate turns into difficult point.
Utility model content
The purpose of this utility model is to provide a kind of assembling section that can guarantee that quality at lattice type prefabricated plate assembly node
Point structure.
The assembly node of this assembled architecture that the utility model is provided, including prefabricated cornice sheathing, wainscot sheathing and
Floor.The corresponding position of floor lateral margin and cornice sheathing lower edge is embedded with U-shaped reinforcing bar respectively, and the U-shaped reinforcing bar on floor is along floor
Face is pre-buried, and the arc end of U-shaped reinforcing bar is located at outside floor lateral margin, and the U-shaped reinforcing bar on cornice sheathing is pre-buried along the lower edge of cornice sheathing, upper wall
It is fluted at the arc end of the lower edge correspondence reinforcing bar U-shaped thereon of plate；Floor is overlapped in the upper end inner side of wainscot sheathing, cornice sheathing, building
It is connected as a single entity by through the joint bar of U-shaped reinforcing bar infall on floor and cornice sheathing between plate and wainscot sheathing.
The upper end outside height of the wainscot sheathing forms L-shaped more than inside height, and the inner side that floor is overlapped in wainscot sheathing is put down
On platform.
The upper end of the wainscot sheathing has along the prefabricated circular hole of its short transverse, and the bottom of joint bar inserts in rear filling in prefabricated circular hole
Slurry treatment.
There is joint bar hole on the cornice sheathing, joint bar hole includes lower end circular hole portion corresponding with prefabricated circular hole on the wainscot sheathing
With the arc section of its upper end, the outer end of arc section is located at the inner side of cornice sheathing.
The utility model passes through floor and cornice sheathing by the embedded U-shaped reinforcing bar on floor and wallboard respectively by joint bar
On U-shaped reinforcing bar wainscot sheathing, floor and cornice sheathing is connected as a single entity, then by grouting treatment pour U-shaped reinforcing bar, joint bar for
Overall, assembling process is simple, and correspondence is accurate, and construction period is shortened while quality is ensured after being poured at node.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model one embodiment.
Fig. 2 is the arrangement schematic diagram of U-shaped reinforcing bar on cornice sheathing in Fig. 1 and floor.
Specific embodiment
As shown in Figure 1 and Figure 2, the assembly node of this assembled architecture disclosed in the utility model, including it is prefabricated upper
Wallboard 1, wainscot sheathing 2 and floor 3.
The upper end outside height of wainscot sheathing 2 forms L-shaped more than inside height.The lateral margin of floor 3 and the lower edge phase of cornice sheathing 1
Answer and be embedded with U-shaped reinforcing bar 4 at position respectively.U-shaped reinforcing bar 4 on floor 3 is pre-buried along floor face, and the arc end of U-shaped reinforcing bar 4 is located at
Outside the lateral margin of floor 3.U-shaped reinforcing bar 4 on cornice sheathing 1 is pre-buried along the lower edge of cornice sheathing 1, and the lower edge correspondence of cornice sheathing 1 is U-shaped thereon
It is fluted at the arc end of reinforcing bar 4.
Floor 3 is overlapped in the upper end inner side of wainscot sheathing 2, by through floor 3 between cornice sheathing 1, floor 3 and wainscot sheathing 2
Joint bar 5 with the infall of U-shaped reinforcing bar 4 on cornice sheathing 1 is connected as a single entity.
The upper end of wainscot sheathing 2 has along the prefabricated circular hole of its short transverse, and the bottom of joint bar 5 inserts in post-grouting in prefabricated circular hole
Treatment.
There is joint bar hole on cornice sheathing 1, joint bar hole is including lower end circular hole portion corresponding with prefabricated circular hole on wainscot sheathing 2 and thereon
The arc section at end, the outer end of arc section is located at the inner side of cornice sheathing 1.
At node during on-site consolidation, first wainscot sheathing is installed, by the prefabricated circular hole on the bottom insertion wainscot sheathing of joint bar
In and grouting treatment, position joint bar, then floor is erected on wainscot sheathing, make the U steel bars that joint bar is pre-buried from floor
Arc end pass through, will be poured at the faying surface on the inside of lower floor upper end, floor is passed through U-shaped reinforcing bar and wainscot sheathing and joint bar
It is prefabricated to be integrated, finally cornice sheathing is positioned by joint bar, then grouting makes joint bar and cornice sheathing at joint bar hole from cornice sheathing
Form overall.By the linearity before joint bar position assurance between upper wainscot sheathing, floor leads to after being overlapped in the upper end of wainscot sheathing
Cross U-shaped reinforcing bar and joint bar and form prefabricated single piece with wainscot sheathing, it is ensured that the intensity at node.Cornice sheathing also pre-buried U at joint bar
Steel bar, is further ensured that the intensity at node.
Claims (4)
1. a kind of assembly node of assembled architecture, including prefabricated cornice sheathing, wainscot sheathing and floor, it is characterised in that：Institute
The corresponding position for stating floor lateral margin and cornice sheathing lower edge is embedded with U-shaped reinforcing bar respectively, and the U-shaped reinforcing bar on floor is pre- along floor face
Bury, the arc end of U-shaped reinforcing bar is located at outside floor lateral margin, and the U-shaped reinforcing bar on cornice sheathing is pre-buried along the lower edge of cornice sheathing, cornice sheathing
It is fluted at the arc end of lower edge correspondence reinforcing bar U-shaped thereon；Floor be overlapped in wainscot sheathing upper end inner side, cornice sheathing, floor and
It is connected as a single entity by through the joint bar of U-shaped reinforcing bar infall on floor and cornice sheathing between wainscot sheathing.
2. the assembly node of assembled architecture as claimed in claim 1, it is characterised in that：The upper end outside of the wainscot sheathing is high
Degree forms L-shaped more than inside height, and floor is overlapped on the inner side platform of wainscot sheathing.
3. the assembly node of assembled architecture as claimed in claim 1, it is characterised in that：The upper end of the wainscot sheathing has along it
The prefabricated circular hole of short transverse, the bottom of joint bar inserts in post-grouting treatment in prefabricated circular hole.
4. the assembly node of assembled architecture as claimed in claim 1, it is characterised in that：There is joint bar hole on the cornice sheathing,
Joint bar hole includes the arc section of lower end and the prefabricated corresponding circular hole portion of circular hole and its upper end on the wainscot sheathing, the outer end of arc section
Positioned at the inner side of cornice sheathing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621185589.8U CN206174146U (en) | 2016-11-04 | 2016-11-04 | Assembly type structure's assembly node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621185589.8U CN206174146U (en) | 2016-11-04 | 2016-11-04 | Assembly type structure's assembly node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174146U true CN206174146U (en) | 2017-05-17 |
Family
ID=58681245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621185589.8U Active CN206174146U (en) | 2016-11-04 | 2016-11-04 | Assembly type structure's assembly node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174146U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268774A (en) * | 2017-06-20 | 2017-10-20 | 南京长江都市建筑设计股份有限公司 | A kind of attachment structure of precast concrete balcony periphery shrouding levels and construction method |
| CN107419832A (en) * | 2017-06-14 | 2017-12-01 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Prefabricated chain type connects full assembled steel bar concrete floor |
| CN107938861A (en) * | 2017-12-01 | 2018-04-20 | 三筑工科技有限公司 | Walling system |
| CN108442513A (en) * | 2018-05-30 | 2018-08-24 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | The battle pin connection structure and its construction method of concrete component |
| CN108468390A (en) * | 2018-05-21 | 2018-08-31 | 易筑集合（北京）科技有限公司 | A kind of board-like assembled architecture floor wallboard articulated system |
| CN108755947A (en) * | 2018-07-10 | 2018-11-06 | 福州大学 | Anchor tube is linked and packed formula beam-column node structure and its construction method |
| CN108755970A (en) * | 2018-05-21 | 2018-11-06 | 易筑集合（北京）科技有限公司 | A kind of various building wall board connection system of board-like assembled |
| CN108951862A (en) * | 2018-09-04 | 2018-12-07 | 中冶建筑研究总院（深圳）有限公司 | One kind is for rolling girder steel and the rigidly connected node structure of steel column and production method, Housing Structure System |
| CN117027260A (en) * | 2023-08-02 | 2023-11-10 | 广州地铁设计研究院股份有限公司 | Vehicle section cover plate assembly type connection structure and construction method thereof |
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2016
- 2016-11-04 CN CN201621185589.8U patent/CN206174146U/en active Active
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419832A (en) * | 2017-06-14 | 2017-12-01 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Prefabricated chain type connects full assembled steel bar concrete floor |
| CN107268774A (en) * | 2017-06-20 | 2017-10-20 | 南京长江都市建筑设计股份有限公司 | A kind of attachment structure of precast concrete balcony periphery shrouding levels and construction method |
| CN107938861A (en) * | 2017-12-01 | 2018-04-20 | 三筑工科技有限公司 | Walling system |
| CN107938861B (en) * | 2017-12-01 | 2024-05-10 | 三一筑工科技股份有限公司 | Wall system |
| CN108755970A (en) * | 2018-05-21 | 2018-11-06 | 易筑集合（北京）科技有限公司 | A kind of various building wall board connection system of board-like assembled |
| CN108468390A (en) * | 2018-05-21 | 2018-08-31 | 易筑集合（北京）科技有限公司 | A kind of board-like assembled architecture floor wallboard articulated system |
| CN108442513A (en) * | 2018-05-30 | 2018-08-24 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | The battle pin connection structure and its construction method of concrete component |
| CN108442513B (en) * | 2018-05-30 | 2024-04-12 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Ring pin connection structure of concrete member and construction method thereof |
| CN108755947B (en) * | 2018-07-10 | 2023-11-24 | 福州大学 | Anchor pipe connection assembly type beam column node structure and construction method thereof |
| CN108755947A (en) * | 2018-07-10 | 2018-11-06 | 福州大学 | Anchor tube is linked and packed formula beam-column node structure and its construction method |
| CN108951862A (en) * | 2018-09-04 | 2018-12-07 | 中冶建筑研究总院（深圳）有限公司 | One kind is for rolling girder steel and the rigidly connected node structure of steel column and production method, Housing Structure System |
| CN108951862B (en) * | 2018-09-04 | 2023-10-03 | 中冶建筑研究总院（深圳）有限公司 | Node structure for rigid connection of rolled steel beam and steel column, manufacturing method and residential structure system |
| CN117027260A (en) * | 2023-08-02 | 2023-11-10 | 广州地铁设计研究院股份有限公司 | Vehicle section cover plate assembly type connection structure and construction method thereof |
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