CN207863237U - Overlap exterior wall and overlapping beam connecting node - Google Patents
Overlap exterior wall and overlapping beam connecting node Download PDFInfo
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- CN207863237U CN207863237U CN201721721146.0U CN201721721146U CN207863237U CN 207863237 U CN207863237 U CN 207863237U CN 201721721146 U CN201721721146 U CN 201721721146U CN 207863237 U CN207863237 U CN 207863237U
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Abstract
A kind of overlapping exterior wall and overlapping beam connecting node and its construction method include the first and second overlapping exterior wall (A, B) through the setting of bonding pad (14) overlapping, and the first and second overlapping exterior wall is through bonding pad connection composite beam (C)；Pre-buried vertical connection reinforcing bar (9) in the overlapping wall in-situ layer (5) of the first and second overlapping exterior wall and bonding pad (14)；First and second overlapping is outer to be arranged the stiffener hoop perpendicular to vertical connection reinforcing bar within the walls, vertical connection steel-bar arrangement is in the stiffener hoop or vertical connection reinforcing bar binding or being welded on the stiffener hoop, and being located at the wall vertical reinforcement (3) in the siphonal lobe wallboard (10) and internal lobe wallboard (2) of the second overlapping exterior wall of lower part, to stretch into bonding pad (14) interior；Beam transverse steel (15) in the beam prefabricated layer (7) and beam in-situ layer (6) stretches into bonding pad, and cast-in-place concrete makes the first and second overlapping exterior wall link into an integrated entity with composite beam in bonding pad.
Description
Technical field
The utility model belongs to construction engineering technical field, and in particular to a kind of overlapping exterior wall and overlapping beam connecting node.
Background technology
Assembled architecture is widely to be approved and be pushed away outstanding advantages of its standard, efficient, heat preservation, energy-saving and environmental protection
Wide application.But some prefabricated components in assembled architecture, such as prefabricated overlapping wall be laminar product, including prefabricated outer impeller, in
Between in-situ layer and prefabricated interior impeller, or including prefabricated thermal insulation exterior wall plate, adiabator plate, prefabricated outer impeller, intermediate in-situ layer
With prefabricated interior impeller, low, globality poor that the multilayered structure of this prefabricated overlapping wall be easy to cause inner connecting structure intensity is special
It is not that the binding force of prefabricated outer impeller, intermediate in-situ layer and prefabricated interior impeller needs to be further strengthened.In addition, prefabricated overlapping wall
Bonding strength and globality between composite beam also need to be further strengthened.
Utility model content
Technical problem to be solved in the utility model is：In view of the above-mentioned problems of the prior art, and providing a kind of
Exterior wall and overlapping beam connecting node are overlapped, to reinforce the connection structure and overall performance of prefabricated overlapping wall and composite beam, is promoted
The technical performance of assembled architecture.
In order to solve the above technical problems, the utility model provides a kind of overlapping exterior wall and overlapping beam connecting node, including
The first overlapping exterior wall of vertical direction overlapping setting and the second overlapping exterior wall through a bonding pad, the first and second overlapping exterior wall is through even
It meets area and connects horizontally disposed composite beam, the first and second overlapping exterior wall respectively includes sequentially connected thermal insulation external wall panel, heat preservation
Layer, siphonal lobe wallboard, overlapping wall in-situ layer and internal lobe wallboard；The internal lobe in the first and second overlapping exterior wall is arranged in the composite beam
Wallboard side, and the composite beam includes the beam prefabricated layer being superimposed with each other and beam in-situ layer；The overlapping of the first and second overlapping exterior wall
Pre-buried vertical connection reinforcing bar in wall in-situ layer and bonding pad；First and second overlapping is outer to be arranged within the walls perpendicular to vertical connection steel
The stiffener hoop of muscle, the vertical steel-bar arrangement that connects is in the stiffener hoop or vertical connection reinforcing bar binding or being welded in and should add
On strong stirrup, the wall vertical reinforcement in the siphonal lobe wallboard and internal lobe wallboard of the second overlapping exterior wall of lower part stretches into bonding pad
It is interior；Beam transverse steel in the beam prefabricated layer and beam in-situ layer stretches into bonding pad, and cast-in-place concrete makes in bonding pad
One, two overlapping exterior walls and composite beam link into an integrated entity.
In said program, thermal insulation external wall panel, siphonal lobe wallboard and the internal lobe wallboard of the first and second overlapping exterior wall are interior pre- respectively
Bury overlapping wall vertical reinforcement and the overlapping wall horizontal reinforcement perpendicular to overlapping wall vertical reinforcement, the siphonal lobe wallboard and internal lobe wallboard
Pre-buried V-shaped truss stirrup between interior overlapping wall vertical reinforcement, it is pre- between the thermal insulation external wall panel and the siphonal lobe wallboard
Connector is buried, passes through the first L-shaped bar connecting between the thermal insulation external wall panel and siphonal lobe wallboard of first overlapping exterior wall connecting pin.
In said program, the stiffener hoop is square stirrup, and the side of the square stirrup is embedded in siphonal lobe wall
In plate, the other side is embedded in internal lobe wallboard, and middle part is connected across in overlapping wall in-situ layer, and the vertical connection steel-bar arrangement is in institute
It states in square stirrup.
In said program, the vertical vertical connection steel-bar arrangement of the square stirrup.
In said program, between overlapping wall vertical reinforcement of the truss stirrup in the siphonal lobe wallboard and internal lobe wallboard
In horizontal or vertical setting, and the square stirrup is staggered with the horizontally disposed truss stirrup.
In said program, the overlapping wall vertical reinforcement in the siphonal lobe wallboard and internal lobe wallboard of the second overlapping exterior wall extends
Into bonding pad, and U-shaped structure is formed, setting and the vertical connection reinforcing bar are vertical inside the overlapping wall vertical reinforcement of U-shaped structure
Straight horizontal connection reinforcing bar.
In said program, the beam vertical with beam transverse steel is provided in the beam prefabricated layer and beam in-situ layer of the composite beam
Vertical stirrup, and the beam transverse steel in the beam prefabricated layer and beam in-situ layer of the composite beam extend into it is relatively curved behind bonding pad
Roll over and formed it is U-shaped, at the top of the beam prefabricated layer of the composite beam setting stretch into the stiffener of bonding pad.
In said program, the thermal insulation external wall panel and insulating layer of the second overlapping exterior wall upwardly extend and cover the connection
The outside in area.
In said program, the thermal insulation external wall panel of the second overlapping exterior wall increases to the elongated end thickness of bonding pad, and its
U-shaped stiffener is buried in inside, and perpendicular auxiliary connection reinforcing bar is arranged in U-shaped stiffener periphery.
In said program, the thermal insulation external wall panel and insulating layer of the first and second overlapping exterior wall are cross-linked.
In said program, the stiffener hoop is V-shaped truss stirrup, and the vertical connection reinforcing bar is located at the purlin
In frame stirrup.
In said program, the stiffener hoop is horizontally disposed tie hoop, outside the first and second overlapping exterior wall
Horizontal or vertical pre-buried truss stirrup between leaf wallboard and internal lobe wallboard is horizontally disposed with the spiral in the overlapping wall in-situ layer
Stirrup, the vertical connection reinforcing bar bind or weld together with tie hoop.
In said program, the stiffener hoop is horizontally disposed rectangle hoop, outside the first and second overlapping exterior wall
Horizontal or vertical pre-buried truss stirrup between leaf wallboard and internal lobe wallboard is horizontally disposed with the rectangle in the overlapping wall in-situ layer
Stirrup, the vertical connection reinforcing bar bind or weld together with the rectangle hoop.
Feature and effect：
The utility model first and second overlaps the siphonal lobe wallboard of exterior wall, internal lobe wallboard, insulating layer, thermal insulation external wall panel and its pre-
The various reinforcing bars buried are all prefabricated by plant produced, standardized work, make high-efficiency high-quality, avoid site operation and need a large amount of moulds
Plate, scaffold, fastener, cement, sandstone, building materials and the environmental pollution brought of constructing, processing waste ask low with long in time limit, efficiency
Topic.Again since the first and second prefabricated overlapping wall is laminar product, internal links structural strength and overall performance all need into one
Step is reinforced, and for building element, structural strength and overall performance are vital, and therefore, the utility model exists
It is not only pre-buried in first and second prefabricated overlapping wall to be disposed with connector, overlapping wall horizontal reinforcement, overlapping wall vertical reinforcement, also spy
The pre-buried square stirrup and truss stirrup for bridging the three is not added in siphonal lobe wallboard, overlapping wall in-situ layer and internal lobe wallboard,
And square stirrup and truss stirrup are multiple, parallel spaced-apart arranged is outer within the walls in entire first and second overlapping from top to bottom,
To greatly improve the structural strength, overall performance and the reliability that are connected inside the first and second overlapping exterior wall.In addition, this practicality
Vertical connection reinforcing bar is had additional in the intermediate in-situ layer of the first and second novel overlapping exterior wall, can also be further strengthened intermediate cast-in-place
The structural strength of layer, the structural behaviour of stress performance and whole overlapping exterior wall.The utility model is also in the outer of the second overlapping exterior wall
Leaf wallboard, internal lobe wall panel ends are reserved with the overlapping wall vertical reinforcement of U-shaped structure, the overlapping wall vertical reinforcement of the U-shaped structure with
When first overlapping exterior wall is connected and fixed, the structural strength and reliability of connecting node are significantly enhanced.
Description of the drawings
Fig. 1 is the utility model first embodiment cross-sectional view of the structure；
Fig. 2 is Fig. 1 cross-sectional views；
Fig. 3 is the utility model second embodiment cross-sectional view of the structure；
Fig. 4 is Fig. 3 cross-sectional views；
Fig. 5 the utility model 3rd embodiment cross-sectional view of the structure；
Fig. 6 is that Fig. 5 removes the cross-sectional view after thermal insulation external wall panel and insulating layer；
Fig. 7 is the utility model fourth embodiment cross-sectional view of the structure；
Fig. 8 is Fig. 7 cross-sectional views.
Reference numeral：
1-truss stirrup, 2-internal lobe wallboards, 3-overlapping wall horizontal reinforcements, 4-square stirrups, 5-overlapping walls are cast-in-place
Layer, 6-beam in-situ layers, 7-beam prefabricated layers, 8-thermal insulation external wall panels, 9-vertically connect reinforcing bar, and 10-siphonal lobe wallboards, 11-protect
Warm layer, 12-overlapping wall vertical reinforcements, 13-horizontal connection reinforcing bars, 14-bonding pads, 15-beam transverse steels, 16-beams are vertical
Stirrup, 17-connectors；18-the first L-shaped reinforcing bar, 19- stiffeners, 20-U type stiffeners, 21- auxiliary connection steel
Muscle, 22-tie hoops, 23-rectangle hoops, A- first overlap exterior wall, and B- second overlaps exterior wall, C- composite beams.
Specific implementation mode
As shown in Figure 1, the utility model overlapping exterior wall includes through a bonding pad with overlapping beam connecting node first embodiment
14 and vertical direction overlapping setting first overlapping exterior wall A and second overlapping exterior wall B, and first and second overlapping exterior wall A, B through connection
Area 14 connects horizontally disposed composite beam C.First and second overlapping exterior wall A, B respectively includes sequentially connected thermal insulation external wall panel 8, protects
Warm layer 11, siphonal lobe wallboard 10, overlapping wall in-situ layer 5 and internal lobe wallboard 2；The composite beam C settings are outer in first and second overlapping
2 side of internal lobe wallboard of wall A, B, and the composite beam C includes the beam prefabricated layer 7 being superimposed with each other and beam in-situ layer 6；Described first,
Pre-buried vertical connection reinforcing bar 9 in the overlapping wall in-situ layer 5 of two overlapping exterior wall A, B and bonding pad 14；The first and second overlapping exterior wall
A, setting is embedded in perpendicular to the vertical square stirrup 4 for connecting reinforcing bar 9, the side of square stirrup 4 in siphonal lobe wallboard 10 in B, separately
Side is embedded in internal lobe wallboard 2, and middle part is connected across in overlapping wall in-situ layer 5, and the vertical reinforcing bar 9 that connects is set to the square stirrup
In 4, the wall vertical reinforcement 3 in the siphonal lobe wallboard 10 and internal lobe wallboard 2 of the second overlapping exterior wall B of lower part stretches into bonding pad 14
Interior and form U-shaped structure, the 12 inside setting of overlapping wall vertical reinforcement of U-shaped structure connects with the vertical vertical level of reinforcing bar 9 that connect
Connect reinforcing bar 13；Beam transverse steel 15 in the beam prefabricated layer 7 and beam in-situ layer 6 stretches into bonding pad 14, and in bonding pad 14
Cast-in-place concrete makes first and second overlapping exterior wall A, B and composite beam C link into an integrated entity.
The interior overlapping wall pre-buried respectively of thermal insulation external wall panel 8, siphonal lobe wallboard 10 and internal lobe wallboard 2 of first and second overlapping exterior wall A, B
Vertical reinforcement 12 and overlapping wall horizontal reinforcement 3 perpendicular to overlapping wall vertical reinforcement 12, in siphonal lobe wallboard 10 and internal lobe wallboard 2
Pre-buried truss stirrup 1 between overlapping wall vertical reinforcement 12, built-in connection 17 between thermal insulation external wall panel 8 and siphonal lobe wallboard 10, institute
It states and is connected by the first L-shaped reinforcing bar 18 between the thermal insulation external wall panel 8 and siphonal lobe wallboard 10 of the first connecting pins overlapping exterior wall A.
In horizontal or vertical between overlapping wall vertical reinforcement 12 of the truss stirrup 1 in siphonal lobe wallboard 10 and internal lobe wallboard 2
Setting, and square stirrup 4 is staggered with horizontally disposed truss stirrup 1.
It is provided with the beam vertical stirrup vertical with beam transverse steel 15 in the beam prefabricated layer 7 and beam in-situ layer 6 of composite beam C
16, and the beam transverse steel 15 in the beam prefabricated layer 7 and beam in-situ layer 6 of composite beam C extends into opposite bending behind bonding pad 14
And being formed U-shaped, the stiffener 19 of bonding pad 14 is stretched into the 7 top setting of the beam prefabricated layer of composite beam C.
The thermal insulation external wall panel 8 and insulating layer 11 of second overlapping exterior wall B upwardly extend and cover the outside of bonding pad 14, and the
One, the thermal insulation external wall panel 8 of two overlapping exterior wall A, B and insulating layer 11 are cross-linked.
The thermal insulation external wall panel 8 of second overlapping exterior wall B increases to the elongated end thickness of bonding pad 14, and it is internal embedded U-shaped
Perpendicular auxiliary connection reinforcing bar 21 is arranged in stiffener 20,20 periphery of U-shaped stiffener.
As shown in Figure 3, Figure 4, the substantially knot of the utility model overlapping exterior wall and horizontal member connecting node second embodiment
Structure is identical with the first embodiment, only, in the internal lobe wallboard 2 and siphonal lobe wallboard 10 of first and second overlapping exterior wall A, B in the present embodiment
Overlapping wall vertical reinforcement 12 between horizontal or vertical pre-buried truss stirrup 1, it is vertical connect reinforcing bar 9 be directly arranged at it is horizontal pre-buried
Truss stirrup 1 in.
As shown in Figure 5, Figure 6, the substantially knot of the utility model overlapping exterior wall and horizontal member connecting node 3rd embodiment
Structure is identical with the first embodiment, only, in the internal lobe wallboard 2 and siphonal lobe wall of first and second prefabricated overlapping headwall A, B in the present embodiment
Horizontal or vertical pre-buried truss stirrup 1 between the overlapping wall vertical reinforcement 12 of plate 10, the vertical reinforcing bar 9 that connects are directly arranged at the
One, it binds or is welded in the overlapping wall in-situ layer 5 of two prefabricated overlapping headwall A, B, and on the vertical connection reinforcing bar 9 and is horizontally disposed
Multiple tie hoops 22 in the overlapping wall in-situ layer 5 of first and second prefabricated overlapping headwall A, B.
As shown in Figure 7, Figure 8, the substantially knot of the utility model overlapping exterior wall and horizontal member connecting node fourth embodiment
Structure is identical as 3rd embodiment, only, in the present embodiment binds on vertically connection reinforcing bar 9 or welding is to be horizontally placed on the
One, multiple rectangle hoops 23 in the overlapping wall in-situ layer 5 of two prefabricated overlapping headwall A, B.
The utility model overlaps exterior wall and includes the following steps with the construction method for overlapping beam connecting node：
1) the second overlapping of lifting exterior wall B, and it is placed into the vertical reinforcement U that installation site makes the second overlapping exterior wall stretch out vertically
Type structure is set to bonding pad 14 upward, while building the first support system for the second overlapping exterior wall B；
2) vertical one end for connecting reinforcing bar 9 of setting in the overlapping wall in-situ layer of the second overlapping exterior wall B, in bonding pad 14
The vertical reinforcement U-shaped structure that stretches out of the second overlapping exterior wall in setting horizontal connection reinforcing bar 13；
3) lifting composite beam C is to its installation site, and 15 external part of beam transverse steel of composite beam C is made to be placed in the second overlapping
In bonding pad 14 at the top of exterior wall B, while the second support system is built for composite beam C；
4) rib mould is installed on the outside of the beam in-situ layer of composite beam C；
8) concreting second is used to overlap overlapping wall in-situ layer 5, the beam in-situ layer 6 of composite beam C and the bonding pad of exterior wall
14；
9) rib mould on the outside of the beam in-situ layer of composite beam C is removed；
10) the first overlapping of lifting exterior wall A, and being placed into installation site vertically makes the other end for vertically connecting reinforcing bar 9 stretch into
In the overlapping wall in-situ layer 5 of first overlapping exterior wall, it is placed in stiffener hoop or binds or be welded on one with stiffener hoop
It rises, while third support system is built for the first overlapping exterior wall A；
11) it uses concreting first to overlap the overlapping wall in-situ layer 5 of exterior wall A, makes first and second positioned at bonding pad periphery
The beam in-situ layer 6 of the overlapping wall in-situ layer 5 and composite beam C that overlap exterior wall A, B forms integral structure, you can.
The production method of first and second overlapping exterior wall A, B includes the following steps in the utility model：
1) heat preserving exterior wall board forming die is arranged on steel trolley；
2) arrange that wall vertical reinforcement and the wall of thermal insulation external wall panel 8 are horizontal in the heat preserving exterior wall board forming die on steel trolley
Reinforcing bar；
3) the first L-type steel muscle is arranged in the connecting pin of the thermal insulation external wall panel 8 in heat preserving exterior wall board forming die and composite beam C
18 one end, and the other end of the first L-type steel muscle 18 is made to stretch out heat preserving exterior wall board forming die, or arrange U-shaped stiffener 20
The auxiliary vertical with U-shaped stiffener 20 connect reinforcing bar 21；
4) one end of connector 17 is arranged in heat preserving exterior wall board forming die；
5) heat preserving exterior wall plate thickness casting concrete, maintenance, molded heat insulation exterior wall are pressed in heat preserving exterior wall board forming die
Plate；
6) insulating layer 11 is covered on molding thermal insulation external wall panel 8, and makes the other end and the first L-type steel muscle of connector 17
18 other end passes through insulating layer 11；
7) siphonal lobe wall board forming mold is arranged on insulating layer 11；
8) the overlapping wall vertical reinforcement and overlapping wall horizontal reinforcement of siphonal lobe wallboard are arranged in siphonal lobe wall board forming mold, and
U-shaped structure is formed after so that overlapping wall vertical reinforcement end is stretched out outside siphonal lobe wall board forming mold；
9) other end of the other end and the first L-type steel muscle 18 of connector 17 is arranged in siphonal lobe wall board forming mold；
10) it is connected and fixed parallel spaced-apart arrangement on the wall vertical reinforcement in siphonal lobe wall board forming mold and wall horizontal reinforcement
Square stirrup side and truss stirrup one end；
11) the thickness casting concrete of siphonal lobe wallboard is pressed, is conserved, siphonal lobe wallboard is molded；
12) the overlapping wall vertical reinforcement and overlapping of internal lobe wallboard are arranged in the square stirrup other side and the truss stirrup other end
Wall horizontal reinforcement；
13) lifting tipper overturns molded thermal insulation external wall panel, insulating layer and siphonal lobe wallboard, makes molded heat preservation
Upward, the overlapping wall vertical reinforcement of internal lobe wallboard overlaps wall horizontal reinforcement and the square stirrup other side and truss stirrup to leaf wallboard
The other end is located at downward in the internal lobe wall board forming mold on steel trolley；
14) press internal lobe wallboard thickness casting concrete, maintenance, molding internal lobe wallboard to get.
Claims (9)
1. a kind of overlapping exterior wall and overlapping beam connecting node, including through a bonding pad（14）And the first of vertical direction overlapping setting
Overlap exterior wall（A）With the second overlapping exterior wall（B）, the first and second overlapping exterior wall（A、B）Through bonding pad（14）It connects horizontally disposed folded
Close beam（C）, which is characterized in that the first and second overlapping exterior wall（A、B）Respectively include sequentially connected thermal insulation external wall panel（8）, protect
Warm layer（11）, siphonal lobe wallboard（10）, overlapping wall in-situ layer（5）With internal lobe wallboard（2）；The composite beam（C）Setting is described the
One, two overlapping exterior wall（A、B）Internal lobe wallboard（2）Side, and the composite beam（C）Including the beam prefabricated layer being superimposed with each other（7）With
Beam in-situ layer（6）；The first and second overlapping exterior wall（A、B）Overlapping wall in-situ layer（5）And bonding pad（14）It is interior pre-buried vertically to connect
Connect reinforcing bar（9）；The first and second overlapping exterior wall（A、B）Interior setting is perpendicular to vertical connection reinforcing bar（9）Stiffener hoop, erect
To connection reinforcing bar（9）It is set in the stiffener hoop or vertically connects reinforcing bar（9）It binds or is welded on the stiffener hoop,
Second positioned at lower part overlaps exterior wall（B）Siphonal lobe wallboard（10）With internal lobe wallboard（2）Interior wall vertical reinforcement（3）Stretch into connection
Area（14）It is interior；The beam prefabricated layer（7）With beam in-situ layer（6）Interior beam transverse steel（15）Stretch into bonding pad（14）It is interior, and even
Meet area（14）Interior cast-in-place concrete makes the first and second overlapping exterior wall（A、B）With composite beam（C）It links into an integrated entity.
2. overlapping exterior wall according to claim 1 and overlapping beam connecting node, it is characterised in that：First and second overlapping
Exterior wall（A、B）Thermal insulation external wall panel（8）, siphonal lobe wallboard（10）With internal lobe wallboard（2）The interior pre-buried overlapping wall vertical reinforcement of difference
（12）With perpendicular to overlapping wall vertical reinforcement（12）Overlapping wall horizontal reinforcement（3）, the siphonal lobe wallboard（10）With internal lobe wallboard
（2）Interior overlapping wall vertical reinforcement（12）Between pre-buried V-shaped truss stirrup（1）, the thermal insulation external wall panel（8）Outside described
Leaf wallboard（10）Between built-in connection（17）, the first overlapping exterior wall（A）The thermal insulation external wall panel of connecting pin（8）With siphonal lobe wall
Plate（10）Between pass through the first L-shaped reinforcing bar（18）Connection.
3. overlapping exterior wall according to claim 2 and overlapping beam connecting node, it is characterised in that：The stiffener hoop is
Square stirrup（4）, and the square stirrup（4）Side be embedded in siphonal lobe wallboard（10）Interior, the other side is embedded in internal lobe wallboard
（2）Interior, middle part is connected across overlapping wall in-situ layer（5）It is interior, the vertical connection reinforcing bar（9）It is set to the square stirrup（4）It is interior,
The truss stirrup（1）In the siphonal lobe wallboard（10）With internal lobe wallboard（2）Interior overlapping wall vertical reinforcement（12）Between be in water
It puts down or is vertically arranged, and the square stirrup（4）With the horizontally disposed truss stirrup（1）It is arranged alternately.
4. overlapping exterior wall according to claim 2 or 3 and overlapping beam connecting node, it is characterised in that：Second overlapping
Exterior wall（B）Siphonal lobe wallboard（10）With internal lobe wallboard（2）Interior overlapping wall vertical reinforcement（12）Extend into bonding pad（14）, and
Form U-shaped structure, the overlapping wall vertical reinforcement of U-shaped structure（12）Inside setting and the vertical connection reinforcing bar（9）Vertical water
Flushconnection reinforcing bar（13）.
5. overlapping exterior wall according to claim 1 or 2 or 3 and overlapping beam connecting node, it is characterised in that：The composite beam
（C）Beam prefabricated layer（7）With beam in-situ layer（6）It is inside provided with and beam transverse steel（15）Vertical beam vertical stirrup（16）, and
The composite beam（C）Beam prefabricated layer（7）With beam in-situ layer（6）Interior beam transverse steel（15）Extend into bonding pad（14）Afterwards
U-shaped, the composite beam is formed with respect to bending（C）Beam prefabricated layer（7）Bonding pad is stretched into top setting（14）Stiffener
（19）.
6. overlapping exterior wall according to claim 1 and overlapping beam connecting node, it is characterised in that：The second overlapping exterior wall
（B）Thermal insulation external wall panel（8）And insulating layer（11）It upwardly extends and covers the bonding pad（14）Outside, it is described second overlapping
Exterior wall（B）Thermal insulation external wall panel（8）To bonding pad（14）Elongated end thickness increase, and it internal buries U-shaped stiffener
（20）, U-shaped stiffener（20）Perpendicular auxiliary connection reinforcing bar is arranged in periphery（21）.
7. overlapping exterior wall according to claim 1 and overlapping beam connecting node, it is characterised in that：The stiffener hoop is
V-shaped truss stirrup（1）, the vertical connection reinforcing bar（9）Positioned at the truss stirrup（1）It is interior.
8. overlapping exterior wall according to claim 2 and overlapping beam connecting node, it is characterised in that：The stiffener hoop is
Horizontally disposed tie hoop（22）, the first and second overlapping exterior wall（A、B）Siphonal lobe wallboard（10）With internal lobe wallboard（2）It
Between horizontal or vertical pre-buried truss stirrup（1）, the overlapping wall in-situ layer（5）It is interior to be horizontally disposed with the tie hoop（22）, institute
State vertical connection reinforcing bar（9）With tie hoop（22）It binds or welds together.
9. overlapping exterior wall according to claim 3 and overlapping beam connecting node, it is characterised in that：The stiffener hoop is
Horizontally disposed rectangle hoop（23）, the first and second overlapping exterior wall（A、B）Siphonal lobe wallboard（10）With internal lobe wallboard（2）It
Between horizontal or vertical pre-buried truss stirrup（1）, the overlapping wall in-situ layer（5）It is interior to be horizontally disposed with the rectangle hoop（23）, institute
State vertical connection reinforcing bar（9）With the rectangle hoop（23）It binds or welds together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721721146.0U CN207863237U (en) | 2017-12-12 | 2017-12-12 | Overlap exterior wall and overlapping beam connecting node |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721721146.0U CN207863237U (en) | 2017-12-12 | 2017-12-12 | Overlap exterior wall and overlapping beam connecting node |
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| CN207863237U true CN207863237U (en) | 2018-09-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938892A (en) * | 2017-12-12 | 2018-04-20 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall and overlapping beam connecting node and its construction method |
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2017
- 2017-12-12 CN CN201721721146.0U patent/CN207863237U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938892A (en) * | 2017-12-12 | 2018-04-20 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall and overlapping beam connecting node and its construction method |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220119 Address after: 410000 Junction of Lusong Road and Dongfanghong Road, Changsha High-tech Development Zone, Changsha City, Hunan Province Patentee after: CHANGSHA BROAD HOMES INDUSTRIAL GROUP Co.,Ltd. Address before: 010000 stone office building, North Huqing Road, Chengguan Town, Helinger County, Hohhot City, Inner Mongolia Autonomous Region Patentee before: HOHHOT JOINDO XINGTAI BROAD ARCHITECTURAL INDUSTRY CO.,LTD. Patentee before: Changsha Yuanda Housing Industry Group Co., Ltd |