CN205742549U - Novel fabricated building connects node - Google Patents
Novel fabricated building connects node Download PDFInfo
- Publication number
- CN205742549U CN205742549U CN201620529543.7U CN201620529543U CN205742549U CN 205742549 U CN205742549 U CN 205742549U CN 201620529543 U CN201620529543 U CN 201620529543U CN 205742549 U CN205742549 U CN 205742549U
- Authority
- CN
- China
- Prior art keywords
- top board
- prefabricated
- preformed layer
- layer
- overlapping
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of novel fabricated building connects node, including prefabricated sandwich overlapping wall and prefabricated overlapping top board, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, described prefabricated overlapping top board includes top board preformed layer and top board 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 top board in-situ layer of prefabricated overlapping top board, cast 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 top board is: prefabricated sandwich overlapping wall both sides are pre-
In preparative layer, the vertical reinforcement of stress does not anchor into top board, but vertical by setting up two rows in prefabricated sandwich overlapping wall sandwich of layers
Reinforcing bar inserts in top board, ensures the bonding strength of node with this, but these two row's vertical reinforcement spacing set up are narrow, and this is with regard to pole
The earth weakens the structural strength that prefabricated sandwich overlapping wall is connected with top board.Structural strength for making both connect is improved,
Sometimes can only the concrete layer of prefabricated sandwich overlapping wall both sides be made the thinnest, set up in sandwich of layers to pull open as far as possible
The spacing of two row's vertical reinforcements, 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 making assembled architecture connect node reinforcing steel bar bear mode is optimum selection, node strength etc.
Same 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 top board, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, described
Prefabricated overlapping top board includes top board preformed layer and top board 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 top board in-situ layer of prefabricated overlapping top board, 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 and the connection of top board are completely the most cast-in-place by prefabricated sandwich overlapping
Two vertical reinforcement of layer insert in top board, and this connection node two vertical reinforcement spacing of prior art is little, and anti-bending strength is poor, knot
Structure strength reduction.This utility model revolutionizes the connecting joint structure of this prior art, by prefabricated sandwich overlapping wall
In the preformed layer of both sides, vertical reinforcement is reserved from preformed layer bottom stretches out, and two Vertical bar connection stretched out are fixed, integral bending
Revolving structure, then anchors in the in-situ layer of prefabricated overlapping top board, then pours into a mould concrete and connect fixing, two vertical reinforcement spacing
Width, anti-bending strength is good, and structural strength is high, and its vertical reinforcement force way is optimal choice, and its node strength is high, its vertical reinforcement
Force way is the same with tradition cast-in-place structural, and its node strength equivalent cast-in-place structural, is the most best 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.
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 top boards, 9 top board preformed layers, 10 top boards are existing
Water layer, 11 middle wall body.
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 top board, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, and described is prefabricated
Overlapping top board includes top board preformed layer and top board in-situ layer, and the vertical reinforcement in the preformed layer of prefabricated sandwich overlapping wall side is from prefabricated
Layer bottom becomes vertical reinforcement in entering opposite side preformed layer after stretching out bending revolution, or prefabricated sandwich overlapping wall both sides are prefabricated
In layer, vertical reinforcement connects into Integral bending after preformed layer bottom is stretched out and turns back rotation structure, and above-mentioned bending revolution Bar Anchorage is in advance
In the top board in-situ layer of system overlapping top board, cast concrete connects to be fixed, with many levels inside described bending revolution reinforcing bar
Bar connecting is fixed.
Embodiment 2 shown in Fig. 2 is with the difference of the embodiment 1 shown in Fig. 1: prefabricated sandwich overlapping wall in Fig. 2
Use as middle wall body, but its structure and node are identical.
Claims (2)
1. a novel fabricated building connects node, it is characterised in that: include prefabricated sandwich overlapping wall and prefabricated overlapping top board,
Described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle sandwich in-situ layer, and described prefabricated overlapping top board includes
Top board preformed layer and top board 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 the bending rotating part of vertical reinforcement is anchored at prefabricated
In the top board in-situ layer of overlapping top board, cast concrete connects fixing.
Novel fabricated the most according to claim 1 building connects node, it is characterised in that: the bending of described vertical reinforcement
It is connected fixing inside rotating part with many horizontal reinforcements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620529543.7U CN205742549U (en) | 2016-06-03 | 2016-06-03 | Novel fabricated building connects node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620529543.7U CN205742549U (en) | 2016-06-03 | 2016-06-03 | Novel fabricated building connects node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742549U true CN205742549U (en) | 2016-11-30 |
Family
ID=57360299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620529543.7U Active CN205742549U (en) | 2016-06-03 | 2016-06-03 | Novel fabricated building connects node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742549U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937270A (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 |
-
2016
- 2016-06-03 CN CN201620529543.7U patent/CN205742549U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937270A (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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104563288B (en) | Reinforced concrete frame gridding slab prefabricated energy-saving house | |
| CN105756191B (en) | The connecting structure of beam column nodes of assembly concrete shaped pile frame | |
| CN107060140A (en) | A kind of prefabricated assembled double steel pipe concrete shear force wall and its assembly method | |
| CN201128946Y (en) | Anti-shock heat-insulating concrete structure all-fabricated house | |
| CN103726586B (en) | H-shaped steel and steel plate framework assembly shear wall with interfaces with grooves and manufacturing method | |
| CN105937271A (en) | Novel prefabricated building connecting joint | |
| CN206174195U (en) | Assembled concrete shear force wall split, assemble connection structure | |
| CN205839985U (en) | Fabricated shear wall attachment means | |
| CN106638671A (en) | High and low bin assembling integrated utility tunnel or draining canal | |
| CN107152104A (en) | Assembled cavity shear wall horizontal joint teeth groove rotating vane type attachment structure | |
| CN205742550U (en) | Novel fabricated building connects node | |
| CN103741809A (en) | Embedded column type prefabricated part connecting method | |
| CN107905426A (en) | A kind of building method of bidirectional hollow laminated floor slab | |
| CN105937270A (en) | Novel prefabricated building connecting joint | |
| CN108179808A (en) | A kind of prefabricated beam column crimping joint strengthening stirrup construction and its construction method | |
| CN106120542A (en) | Can be applicable to assembled pier and the construction technology thereof of seismic fortification intensity upper zone | |
| CN107859059A (en) | Prefabricated sandwich side wall and prefabricated overlapping bottom plate connecting joint structure and its construction method | |
| CN205742549U (en) | Novel fabricated building connects node | |
| CN105937280A (en) | Novel prefabricated building connecting joint | |
| CN206829416U (en) | A kind of prefabricated assembled double steel pipe concrete shear force wall | |
| CN105888135B (en) | A kind of Novel steel concrete combined hollow beam and preparation method thereof | |
| CN207194228U (en) | Wall is overlapped with overlapping the vertical openings connecting node of wall | |
| CN208088500U (en) | A kind of prefabricated beam column crimping joint strengthening stirrup construction | |
| CN207048064U (en) | A kind of attachment structure of prefabricated assembled shear wall and stair | |
| CN207727762U (en) | Assembled beam-column connecting node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170728 Address after: 423000 Chenzhou City, Hunan province Suxian District Bailu Town Lin Yi Road 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. |
|
| TR01 | Transfer of patent right |