CN205742550U - Novel fabricated building connects node - Google Patents
Novel fabricated building connects node Download PDFInfo
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- CN205742550U CN205742550U CN201620529556.4U CN201620529556U CN205742550U CN 205742550 U CN205742550 U CN 205742550U CN 201620529556 U CN201620529556 U CN 201620529556U CN 205742550 U CN205742550 U CN 205742550U
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Abstract
A kind of novel fabricated building connects node, including prefabricated sandwich overlapping wall and prefabricated overlapping base plate, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, described prefabricated overlapping base plate includes base plate preformed layer and base plate in-situ layer, vertical reinforcement in the preformed layer of prefabricated sandwich overlapping wall side is after bending revolution is stretched out in preformed layer bottom, vertical reinforcement is become in entering back into opposite side preformed layer, or vertical reinforcement connects into Integral bending after preformed layer bottom is stretched out and turns back rotation structure in the preformed layer of prefabricated sandwich overlapping wall both sides, above-mentioned bending revolution Bar Anchorage is in the base plate in-situ layer of prefabricated overlapping base plate, cast-in-place concrete connects fixing.It is optimal choice that this utility model makes assembled architecture connect reinforcing steel bar bear mode in node, and node strength equivalent cast-in-place structural, structural strength is high, and anti-bending strength is good.
Description
Technical field
This utility model belongs to construction engineering technical field, is specifically related to the connection node of a kind of assembled architecture.
Background technology
In existing assembled architecture, prefabricated sandwich overlapping wall with the connection node of cast-in-place base plate is: prefabricated sandwich overlapping wall two
In the preformed layer of side, the vertical reinforcement of stress does not anchor into cast-in-place base plate, but by setting up in prefabricated sandwich overlapping wall sandwich of layers
Two row's vertical reinforcements insert in cast-in-place base plate, ensure the bonding strength of node with this, but between these two row's vertical reinforcements set up
Away from narrow, this most greatly weakens the structural strength that prefabricated sandwich overlapping wall is connected with Bars In Poured Concrete Slab.For the structure making both connect
Intensity is improved, and sometimes can only be made the thinnest, to pull open as far as possible by the concrete layer of prefabricated sandwich overlapping wall both sides
Set up the spacing of two row's vertical reinforcements in sandwich of layers, but this way space fine-adjusting is limited, still can not fundamentally ensure
The bonding strength of node and anti-bending strength.
Summary of the invention
Technical problem to be solved in the utility model is: solves the problem that above-mentioned prior art exists, and provides a kind of
Novel fabricated building connects node, and the reinforcing steel bar bear mode making assembled architecture connect node is optimum selection, node strength
Equivalent cast-in-place structural, structural strength is high, and anti-bending strength is good.
The technical solution adopted in the utility model is: novel fabricated building connects node, including prefabricated sandwich overlapping wall
With prefabricated overlapping base plate, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, described
Prefabricated overlapping base plate includes base plate preformed layer and base plate in-situ layer, the vertical reinforcement in the preformed layer of prefabricated sandwich overlapping wall side from
After bending revolution is stretched out in preformed layer bottom, in entering back into opposite side preformed layer, become vertical reinforcement, or prefabricated sandwich overlapping wall
In the preformed layer of both sides, vertical reinforcement connects into Integral bending after preformed layer bottom is stretched out and turns back rotation structure, above-mentioned bending revolution reinforcing bar
Being anchored in the base plate in-situ layer of prefabricated overlapping base plate, cast concrete connects fixing.
In technique scheme, it is connected fixing inside described bending revolution reinforcing bar with many horizontal reinforcements.
Prominent substantive distinguishing features and remarkable result:
In existing assembled architecture, prefabricated sandwich overlapping wall leans on prefabricated sandwich overlapping within the walls completely with the connection of cast-in-place base plate
Two vertical reinforcements of in-situ layer insert in cast-in-place base plate, and this connection node two vertical reinforcement spacing of prior art is little, anti-
Curved poor performance, structural strength weakens.This utility model revolutionizes the connecting joint structure of this prior art, by prefabricated folder
In the both sides preformed layer of heart overlapping wall, vertical reinforcement stretches out from preformed layer bottom, and the two vertical reinforcement bending revolutions stretched out connect solid
Fixed, then anchor in cast-in-place base plate, then pour into a mould concrete and connect fixing, two vertical reinforcement spacing width, anti-bending strength is good, and structure is strong
Degree height, its vertical reinforcement force way is the same with tradition cast-in-place structural, and its node strength is high, is equal to cast-in-place structural, is
Good structural strength.
Accompanying drawing illustrates:
Fig. 1 is this utility model embodiment 1 structural representation；
Fig. 2 is this utility model embodiment 2 structural representation；
Fig. 3 is this utility model embodiment 3 structural representation.
Accompanying drawing marks: 1 prefabricated sandwich overlapping wall, 2 preformed layers, 3 in-situ layers, vertical reinforcement in 4 preformed layers,
5 truss, 6 bending revolution reinforcing bars, 7 horizontal reinforcements, 8 prefabricated overlapping base plates, 9 base plate preformed layers, 10 base plates are existing
Water layer, 11 middle wall body, 12 steel plate for sealing water, 13 embedded bars, 14 stirrups, 15 rainwater box culverts.
Detailed description of the invention:
Seeing Fig. 1, Fig. 2, novel fabricated of the present utility model building connects node, including prefabricated sandwich overlapping wall with pre-
System overlapping base plate, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, and described is prefabricated
Overlapping base plate includes base plate preformed layer and base plate in-situ layer, and the vertical reinforcement in the preformed layer of prefabricated sandwich overlapping wall side is from prefabricated
The vertical reinforcement that becomes that layer bottom enters in opposite side preformed layer after stretching out bending revolution connects into after preformed layer bottom is stretched out
Integral bending turns back rotation structure, and in above-mentioned preformed layer, the bottom of vertical reinforcement is stretched out reserved steel bar bending revolving structure and is anchored at prefabricated
In the base plate in-situ layer of overlapping base plate, cast-in-place concrete connects fixing, with many inside the reinforcing bar of described general frame structure
Horizontal reinforcement connects fixing.
The difference of this utility model embodiment 1 and embodiment 2 is: the prefabricated sandwich overlapping wall of embodiment 1 as side wall,
And the prefabricated sandwich overlapping wall of embodiment 2 is as middle wall body；Embodiment 3 shown in Fig. 3 and the district of the embodiment 2 shown in Fig. 2
It is not: embodiment illustrated in fig. 33 is with rainwater box culvert.
Claims (2)
1. a novel fabricated building connects node, it is characterised in that: include prefabricated sandwich overlapping wall and prefabricated overlapping base plate,
Described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, and described prefabricated overlapping base plate includes
Base plate preformed layer and base plate in-situ layer, the vertical reinforcement in the preformed layer of prefabricated sandwich overlapping wall side stretches out curved from preformed layer bottom
Turn back after turning, vertical in becoming vertical reinforcement, or prefabricated sandwich overlapping wall both sides preformed layer in entering back into opposite side preformed layer
Reinforcing bar connects into Integral bending after preformed layer bottom is stretched out and turns back rotation structure, and above-mentioned bending revolution Bar Anchorage is at the bottom of prefabricated overlapping
In the base plate in-situ layer of plate, cast-in-place concrete connects fixing.
Novel fabricated the most according to claim 1 pours connection node, it is characterised in that: described bending revolution reinforcing bar
Inner side is connected fixing with many horizontal reinforcements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620529556.4U CN205742550U (en) | 2016-06-03 | 2016-06-03 | Novel fabricated building connects node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620529556.4U CN205742550U (en) | 2016-06-03 | 2016-06-03 | Novel fabricated building connects node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742550U true CN205742550U (en) | 2016-11-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620529556.4U Active CN205742550U (en) | 2016-06-03 | 2016-06-03 | Novel fabricated building connects node |
Country Status (1)
| Country | Link |
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| CN (1) | CN205742550U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937271A (en) * | 2016-06-03 | 2016-09-14 | 长沙远大住宅工业集团股份有限公司 | Novel prefabricated building connecting joint |
| CN107893478A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN108118790A (en) * | 2017-12-22 | 2018-06-05 | 上海紫宝住宅工业有限公司 | Edge joint position waterproofing node construction and construction method among a kind of prefabricated composite wallboard in underground |
-
2016
- 2016-06-03 CN CN201620529556.4U patent/CN205742550U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937271A (en) * | 2016-06-03 | 2016-09-14 | 长沙远大住宅工业集团股份有限公司 | Novel prefabricated building connecting joint |
| CN107893478A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN108118790A (en) * | 2017-12-22 | 2018-06-05 | 上海紫宝住宅工业有限公司 | Edge joint position waterproofing node construction and construction method among a kind of prefabricated composite wallboard in underground |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170721 Address after: 423000 Chenzhou City, Hunan province Suxian District Bai Lu Tang Zhen Lin Yi Da Dao Ping Tian standard factory enterprise service center room 334 Patentee after: Chenzhou Yuanda Residence Industry Co., Ltd. Address before: 410000, Hunan Changsha hi tech Development Zone, Changsha Province, Pine Road and East Red Road intersection Patentee before: Broad Homes Industrial International Co., Ltd. |