CN202000485U - L-shaped connecting node for superposed outer wall of shear wall structure - Google Patents
L-shaped connecting node for superposed outer wall of shear wall structure Download PDFInfo
- Publication number
- CN202000485U CN202000485U CN2011200186229U CN201120018622U CN202000485U CN 202000485 U CN202000485 U CN 202000485U CN 2011200186229 U CN2011200186229 U CN 2011200186229U CN 201120018622 U CN201120018622 U CN 201120018622U CN 202000485 U CN202000485 U CN 202000485U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- group
- vertical
- muscle
- erection
- 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.)
- Expired - Lifetime
Links
Images
Abstract
The utility model relates to a connecting node, in particular to an L-shaped connecting node for a superposed outer wall of a shear wall structure. The L-shaped connecting node for the superposed outer wall of the shear wall structure comprises a prefabricated superposed shear wall part, an L-shaped node region, a first hoop group and a second loop group, wherein the first hoop group is hooped on a transverse part of the L-shaped node region; and the second loop group is hooped on a longitudinal part of the L-shaped node region. The integrity and shock resistance of the L-shaped connecting node for the superposed outer wall of the shear wall structure in the prior art are improved.
Description
Technical field
The utility model relates to a kind of connected node, relates in particular to the superimposed exterior wall L of a kind of shear wall structure type connected node.
Background technology
The cast-in-place shear wall structure can be born bigger vertical load and horizontal loading.The characteristics of cast-in-place shear wall structure are that good integrity, lateral rigidity are big, sidesway is little under the horizontal force action, and owing to do not have beam, post etc. to expose and protrude, are convenient to house interior and arrange.Therefore shear wall structure can build building higher than frame construction, more multi-layered number, and be widely used in the house based on cubicle, as dwelling house, hotel, dormitory etc. because the ability of vertical force, horizontal force of bearing is all bigger, and lateral rigidity is big.
At present, shear wall L type connected node has a variety of, application as the patent No. 200910028252.4 discloses a kind of L type shear wall vertical connection nodes, it comprises the first prefabricated shear wall and the second prefabricated shear wall, preset shear wall first U type protruding bar is set, second presets shear wall presets the shear wall place of linking first U type protruding bar is set, and by Cast-in-place concrete two shear walls is connected to integral body.
The utility model content
Technical problem to be solved in the utility model provides the superimposed exterior wall L of a kind of shear wall structure type connected node, and the superimposed exterior wall L of this shear wall structure type connected node globality is better, and anti-seismic performance is stronger.
The utility model solves the problems of the technologies described above by the following technical programs.
The superimposed exterior wall L of a kind of shear wall structure type connected node comprises:
The overlapped shear wall pre-erection, described overlapped shear wall pre-erection is the L type, comprises the first vertical muscle group, and the described first vertical muscle group comprises many vertical muscle that are arranged in the L type;
The cast-in-place part of first overlapped shear wall, the cast-in-place part of described first overlapped shear wall is cast in the inboard of described overlapped shear wall pre-erection, and the lateral surface of the cast-in-place part of described first overlapped shear wall is connected with the medial surface of described overlapped shear wall pre-erection;
The cast-in-place part of second overlapped shear wall, the cast-in-place part of described second overlapped shear wall is cast in the inboard of described overlapped shear wall pre-erection, and the lateral surface of the cast-in-place part of described second overlapped shear wall is connected with the medial surface of described overlapped shear wall pre-erection;
L type node region, described L type node region comprises lateral part and the longitudinal component vertical with described lateral part; Described L type node region is built with cast-in-place part of described first overlapped shear wall and the cast-in-place part of described second overlapped shear wall; The two ends of described L type node region connect the cast-in-place part of described first overlapped shear wall respectively and the cast-in-place part of described second overlapped shear wall constitutes in-situ layer; Described in-situ layer and described overlapped shear wall pre-erection constitute described superimposed exterior wall; Described L type node region comprises the second vertical muscle group, and described in-situ layer comprises the 3rd vertical muscle group, and the described second vertical muscle group is between the lateral surface and the described the 3rd vertical muscle group of described in-situ layer; The described second vertical muscle group and the described the 3rd vertical muscle group include many vertical muscle that are arranged in the L type;
The first stirrup group, the described first stirrup group is arranged in the lateral part of described L type node region, and the described first stirrup group comprises the vertically disposed stirrup of multiple tracks;
The second stirrup group, the described second stirrup group is arranged in the longitudinal component of described L type node region, and the described second stirrup group comprises the vertically disposed stirrup of multiple tracks.
The superimposed exterior wall L of shear wall structure of the present utility model type connected node can be used for the assembled integral concrete shear wall structure system, and reaches the requirement that is equal to cast-in-place concrete structure substantially.The globality of the superimposed exterior wall L of shear wall structure of the present utility model type connected node has been strengthened in the setting of described first stirrup group and the described second stirrup group, has strengthened the shock resistance of the superimposed exterior wall L of shear wall structure of the present utility model type connected node simultaneously.When construction was built, the overlapped shear wall pre-erection can be used as the template of in-situ layer, makes construction easier.Further, the stirrup of the stirrup of the described first stirrup group and the described second stirrup group is alternately arranged vertical.The further like this globality of having strengthened the superimposed exterior wall L of shear wall structure of the present utility model type connected node, the while has further been strengthened the shock resistance of the superimposed exterior wall L of shear wall structure of the present utility model type connected node.
In the technical solution of the utility model, preferably, the stirrup of the described first stirrup group is the sealing rectangle hoop, and the stirrup of the described second stirrup group also is the sealing rectangle hoop.
In the technical solution of the utility model, described overlapped shear wall pre-erection also comprises the first vertical girder rib and the second vertical girder rib; The described first vertical girder rib and the described second vertical girder rib are separately positioned on the corner of described overlapped shear wall pre-erection; The muscle that winds up of the described first vertical girder rib is the vertical muscle in the lateral part of described L type node region, and the lower edge muscle of the described first vertical girder rib is the vertical muscle of described overlapped shear wall pre-erection; The muscle that winds up of the described second vertical girder rib is the vertical muscle in the longitudinal component of described L type node region, and the lower edge muscle of the described second vertical girder rib is the vertical muscle of described overlapped shear wall pre-erection.The described first vertical girder rib with the described second vertical girder rib described overlapped shear wall pre-erection reliably is connected with described L type node region and to form integral body stressed jointly.When construction is built, also can lift described overlapped shear wall pre-erection, make construction easier by the described first vertical girder rib and the described second vertical girder rib.Further, the muscle that winds up of the described first vertical girder rib is the vertical muscle of the described the 3rd vertical muscle group; The muscle that winds up of the described second vertical girder rib is the vertical muscle of the described the 3rd vertical muscle group.Such structure makes that being connected of described overlapped shear wall pre-erection and described in-situ layer is more reliable.
Further, described overlapped shear wall pre-erection comprises first prefabricated panel and second prefabricated panel on the basis of the described technical scheme of leading portion; Described first prefabricated panel is the L type, and the described first vertical girder rib and the described second vertical girder rib are separately positioned on the corner of described first prefabricated panel; Described first prefabricated panel and described second splicing prefabricated wallboard, and the splicing perps is positioned at the cast-in-place part of described second overlapped shear wall; The superimposed exterior wall L of described shear wall structure type connected node also comprises splicing perps reinforcement reinforcing bar group, described splicing perps reinforcement reinforcing bar group comprises many vertically disposed horizontal bars, described splicing perps reinforcement reinforcing bar group is winded up between the muscle the described overlapped shear wall pre-erection inboard and the described second vertical girder rib, and crosses over described splicing perps; The superimposed exterior wall L of described shear wall structure type connected node also comprises the inboard horizontal distribution muscle of in-situ layer group, and the inboard horizontal distribution muscle of described in-situ layer group comprises many vertically disposed horizontal bars; The horizontal bar of the inboard horizontal distribution muscle of described in-situ layer group passes described L type node region.The setting of described splicing perps helps expanding with heat and contract with cold of prefabricated panel, also makes described overlapped shear wall pre-erection to form by the splicing prefabricated wallboard of fritter.The setting of described splicing perps reinforcement reinforcing bar group helps reinforcement splicing perps.Further, the area of reinforcement of described splicing perps reinforcement reinforcing bar group is more than or equal to the area of horizontal distribution muscle parallel with described splicing perps reinforcement reinforcing bar group in the corresponding scope of described first prefabricated panel and described second prefabricated panel.Further, every horizontal bar of described splicing perps reinforcement reinforcing bar group, in the length of the both sides of described splicing perps all more than or equal to 1.2LaE (tensile reinforcement antidetonation anchorage length).
In the technical solution of the utility model, the medial surface of described overlapped shear wall pre-erection is a matsurface.The medial surface of described overlapped shear wall pre-erection is arranged to matsurface, can makes being connected of described overlapped shear wall pre-erection and described in-situ layer tightr.
In the technical solution of the utility model, second prefabricated panel comprises the 3rd vertical girder rib, the muscle that winds up of the described the 3rd vertical girder rib is the vertical muscle of the described the 3rd vertical muscle group, and the lower edge muscle of the described the 3rd vertical girder rib is the vertical muscle of described overlapped shear wall pre-erection.Described overlapped shear wall pre-erection reliably is connected with described in-situ layer the described the 3rd vertical girder rib and to form integral body stressed jointly.When construction is built, also can lift described prefabricated panel, make construction easier by the described the 3rd vertical girder rib.
In the technical solution of the utility model, the inboard horizontal distribution muscle of described in-situ layer group comprises inboard transverse horizontal distribution bar group of in-situ layer and the inboard vertical equity distribution bar of in-situ layer group; The inboard transverse horizontal distribution bar of described in-situ layer group is arranged on the lateral part of described in-situ layer, and an end bending, and a crooked end is positioned at the longitudinal component of described in-situ layer; The inboard vertical equity distribution bar of described in-situ layer group is arranged on the longitudinal component of described in-situ layer, and an end bending, and a crooked end is positioned at the lateral part of described in-situ layer.The further like this globality of having strengthened the superimposed exterior wall L of shear wall structure of the present utility model type connected node, the while has further been strengthened the shock resistance of the superimposed exterior wall L of shear wall structure of the present utility model type connected node.
Be described further below with reference to the technique effect of accompanying drawing, so that those of ordinary skills understand the purpose of this utility model, feature and effect fully design of the present utility model, concrete structure and generation.
Description of drawings
Fig. 1 is the structural representation of the superimposed exterior wall L of the shear wall structure described in specific embodiment type connected node.
The specific embodiment
As shown in Figure 1, the superimposed exterior wall L of a kind of shear wall structure type connected node comprises: overlapped shear wall pre-erection 11, the cast-in-place part 125 of first overlapped shear wall, the cast-in-place part 126 of second overlapped shear wall, the first stirrup group 3, the second stirrup group 4, L type node region 5 (vertical dotted line line dash area among Fig. 1).
The cast-in-place part 125 of first overlapped shear wall is cast in the inboard of overlapped shear wall pre-erection 11, and the lateral surface of the cast-in-place part 125 of first overlapped shear wall is connected with the medial surface of overlapped shear wall pre-erection 11.The cast-in-place part 126 of second overlapped shear wall is cast in the inboard of overlapped shear wall pre-erection 11, and the lateral surface of the cast-in-place part 126 of second overlapped shear wall is connected with the medial surface of overlapped shear wall pre-erection 11.
L type node region 5 comprises lateral part and the longitudinal component vertical with the lateral part, L type node region 5 is built with cast-in-place part 125 of first overlapped shear wall and the cast-in-place part 126 of second overlapped shear wall, and so the two ends of L type node region 5 connect cast-in-place part 125 of first overlapped shear wall and the cast-in-place part 126 of second overlapped shear wall respectively.The cast-in-place part 125 of first overlapped shear wall, the cast-in-place part 126 of second overlapped shear wall and L type node region 5 are formed in-situ layer 12.In-situ layer 12 and overlapped shear wall pre-erection 11 are formed superimposed exterior wall 1.
The lateral part of L type node region 5 also comprises splicing perps reinforcement reinforcing bar group 121, and in-situ layer 12 also comprises inboard horizontal distribution muscle group 122, second vertical muscle group 123 of in-situ layer and the 3rd vertical muscle group 124.The second vertical muscle group 123 is between the lateral surface and the 3rd vertical muscle group 124 of in-situ layer 12.The second vertical muscle group 123 and the 3rd vertical muscle group 124 include many vertical muscle that are arranged in the L type.Splicing perps reinforcement reinforcing bar group 121 is arranged on the outside of the second vertical muscle group 123; Splicing perps reinforcement reinforcing bar group 121 comprises many vertically disposed horizontal bars, and every horizontal bar all is banded on the second vertical muscle group 123 with thin wire.Splicing perps reinforcement reinforcing bar group 121 is winded up between the muscle overlapped shear wall pre-erection 11 inboards and the second vertical girder rib 115, and crosses over splicing perps 110.The horizontal bar of splicing perps reinforcement reinforcing bar group 121 is as the reinforcing steel at splicing perps 110 places, every horizontal bar of splicing perps reinforcement reinforcing bar group 121, in the length of the both sides of splicing perps 110 all more than or equal to 1.2LaE.The inboard horizontal distribution muscle of in-situ layer group 122 is arranged on the outside of the 3rd vertical muscle group 124.The inboard horizontal distribution muscle of in-situ layer group 122 comprises inboard transverse horizontal distribution bar group of in-situ layer and the inboard vertical equity distribution bar of in-situ layer group.The inboard transverse horizontal distribution bar of in-situ layer group is arranged on the lateral part of in-situ layer 12, and an end bending, and a crooked end is positioned at the longitudinal component of in-situ layer 12.The inboard transverse horizontal distribution bar of in-situ layer group comprises many vertically disposed horizontal bars, and every horizontal bar all is banded on the 3rd vertical muscle group 124 with thin wire, and a crooked end is banded on the second vertical muscle group 123 with thin wire.The inboard vertical equity distribution bar of in-situ layer group is arranged on the longitudinal component of in-situ layer 12, and an end bending, and a crooked end is positioned at the lateral part of in-situ layer 12.The inboard vertical equity distribution bar of in-situ layer group comprises many vertically disposed horizontal bars, and every horizontal bar all is banded on the 3rd vertical muscle group 124 with thin wire, and a crooked end is banded on the second vertical muscle group 123 with thin wire.The horizontal bar of so just having realized the inboard horizontal distribution muscle of in-situ layer group 122 passes L type node region 5.The area of reinforcement of splicing perps reinforcement reinforcing bar group 121 is more than or equal to the area of horizontal distribution muscle parallel with splicing perps reinforcement reinforcing bar group 121 in first prefabricated panel 111 and second prefabricated panel, the 112 corresponding scopes.
The medial surface of overlapped shear wall pre-erection 11 is matsurfaces.The overlapped shear wall pre-erection is the L type, comprises that first vertical muscle group 113, the first vertical muscle groups 113 comprise many vertical muscle that are arranged in the L type;
Overlapped shear wall pre-erection 11 comprises first prefabricated panel 111 and second prefabricated panel 112; First prefabricated panel 111 is the L type.First prefabricated panel 111 and 112 splicings of second prefabricated panel, and splicing perps 110 is positioned at the cast-in-place part 126 of second overlapped shear wall.
All be preset with vertical muscle in first prefabricated panel 111 and second prefabricated panel 112.Vertical muscle in first prefabricated panel 111 and second prefabricated panel 112, the first vertical muscle group 113 of formation overlapped shear wall pre-erection 11.Overlapped shear wall pre-erection 11 comprises that also first vertical girder rib 114, the second vertical girder rib 115 and the 3rd vertical girder rib 116, the first vertical girder ribs 114 and the described second vertical girder rib 115 are separately positioned on the corner of overlapped shear wall pre-erection 11; Particularly be that first prefabricated panel 111 comprises that the first vertical girder rib 114 and second vertical girder rib 115, the first vertical girder ribs 114 and the described second vertical girder rib 115 are separately positioned on the corner of first prefabricated panel 111; Second prefabricated panel 112 comprises the 3rd vertical girder rib 116.The muscle that winds up of the first vertical girder rib 114 is the vertical muscle in the lateral part of L type node region 5, particularly is the vertical muscle of the 3rd vertical muscle group 124 in the lateral part of L type node region 5; The lower edge muscle of the first vertical girder rib 114 is vertical muscle of lateral part of the first vertical muscle group 113 of overlapped shear wall pre-erection 11, is the vertical muscle of the lateral part of first prefabricated panel 111 specifically.The muscle that winds up of the second vertical girder rib 115 is the vertical muscle in the longitudinal component of L type node region 5, particularly is the vertical muscle of the 3rd vertical muscle group 124 in the longitudinal component of L type node region 5.The lower edge muscle of the second vertical girder rib 115 is vertical muscle of the longitudinal component of overlapped shear wall pre-erection 11, particularly is the vertical muscle of the longitudinal component of first prefabricated panel 112.The muscle that winds up of the 3rd vertical girder rib 116 is vertical muscle of the 3rd vertical muscle group 124, and the lower edge muscle of the 3rd vertical girder rib 116 is vertical muscle of the longitudinal component of overlapped shear wall pre-erection, particularly is the vertical muscle of second prefabricated panel 112.
The first stirrup group 3 is arranged in the lateral part of L type node region 5.The first stirrup group 3 comprises the vertically disposed stirrup of multiple tracks.The stirrup of the first stirrup group 3 is sealing rectangle hoops.The second stirrup group 4 is arranged in the longitudinal component of L type node region 5.The second stirrup group 4 comprises the vertically disposed stirrup of multiple tracks, and the per pass stirrup all binds round on the vertical muscle of longitudinal component, and all binds round on the vertical muscle 1231,1232,1233,1241 of L type node region 5 longitudinal components and L type node region 5 lateral part intersections.The stirrup of the second stirrup group 4 also is the sealing rectangle hoop.The stirrup of the stirrup of the second stirrup group 4 and the first stirrup group 3 is alternately arranged vertical.
The first stirrup group 3 and the second stirrup group, 4 arrangements of reinforcement satisfy structure edge member stirrup diameter and spacing requirement.
The job practices of the superimposed exterior wall L of shear wall structure of the present utility model type connected node is as follows:
1), prepares raw material
Be ready to raw material such as prefabricated panel, reinforcing bar, stirrup, cement, sandstone in advance.Establish vertical girder rib on the prefabricated panel, the medial surface of prefabricated panel manufactures matsurface.
2), arrange prefabricated panel (prefabricated panel is simultaneously as the template in the in-situ layer outside, and the muscle that winds up of the girder rib of prefabricated panel is simultaneously as the vertical muscle of in-situ layer).
3), arrange vertical muscle, horizontal bar, stirrup
Arrange the vertical muscle of in-situ layer and the vertical muscle of longitudinal component, the stirrup hoop on relevant vertical muscle, and is tied up with thin wire.Horizontal bar is pricked on relevant vertical muscle with thin wire.
4), arrange the template of in-situ layer.
5), build moulding.
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that those skilled in the art need not creative work and just can make many modifications and variations according to design of the present utility model.Therefore, all those skilled in the art comply with design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in the determined protection domain by claims.
Claims (10)
1. the superimposed exterior wall L of a shear wall structure type connected node is characterized in that, comprising:
The overlapped shear wall pre-erection, described overlapped shear wall pre-erection is the L type, comprises the first vertical muscle group, and the described first vertical muscle group comprises many vertical muscle that are arranged in the L type;
The cast-in-place part of first overlapped shear wall, the cast-in-place part of described first overlapped shear wall is cast in the inboard of described overlapped shear wall pre-erection, and the lateral surface of the cast-in-place part of described first overlapped shear wall is connected with the medial surface of described overlapped shear wall pre-erection;
The cast-in-place part of second overlapped shear wall, the cast-in-place part of described second overlapped shear wall is cast in the inboard of described overlapped shear wall pre-erection, and the lateral surface of the cast-in-place part of described second overlapped shear wall is connected with the medial surface of described overlapped shear wall pre-erection;
L type node region, described L type node region comprises lateral part and the longitudinal component vertical with described lateral part; Described L type node region is built with cast-in-place part of described first overlapped shear wall and the cast-in-place part of described second overlapped shear wall; The two ends of described L type node region connect the cast-in-place part of described first overlapped shear wall respectively and the cast-in-place part of described second overlapped shear wall constitutes in-situ layer; Described in-situ layer and described overlapped shear wall pre-erection constitute described superimposed exterior wall; Described L type node region comprises the second vertical muscle group, and described in-situ layer comprises the 3rd vertical muscle group, and the described second vertical muscle group is between the lateral surface and the described the 3rd vertical muscle group of described in-situ layer; The described second vertical muscle group and the described the 3rd vertical muscle group include many vertical muscle that are arranged in the L type;
The first stirrup group, the described first stirrup group is arranged in the lateral part of described L type node region, and the described first stirrup group comprises the vertically disposed stirrup of multiple tracks;
The second stirrup group, the described second stirrup group is arranged in the longitudinal component of described L type node region, and the described second stirrup group comprises the vertically disposed stirrup of multiple tracks.
2. the superimposed exterior wall L of shear wall structure as claimed in claim 1 type connected node is characterized in that: described overlapped shear wall pre-erection also comprises the first vertical girder rib and the second vertical girder rib; The described first vertical girder rib and the described second vertical girder rib are separately positioned on the corner of described overlapped shear wall pre-erection; The muscle that winds up of the described first vertical girder rib is the vertical muscle in the lateral part of described L type node region, and the lower edge muscle of the described first vertical girder rib is the vertical muscle of described overlapped shear wall pre-erection; The muscle that winds up of the described second vertical girder rib is the vertical muscle in the longitudinal component of described L type node region, and the lower edge muscle of the described second vertical girder rib is the vertical muscle of described overlapped shear wall pre-erection.
3. the superimposed exterior wall L of shear wall structure as claimed in claim 2 type connected node is characterized in that:
Described overlapped shear wall pre-erection comprises first prefabricated panel and second prefabricated panel; Described first prefabricated panel is the L type, and the described first vertical girder rib and the described second vertical girder rib are separately positioned on the corner of described first prefabricated panel; Described first prefabricated panel and described second splicing prefabricated wallboard, and the splicing perps is positioned at the cast-in-place part of described second overlapped shear wall;
The superimposed exterior wall L of described shear wall structure type connected node also comprises splicing perps reinforcement reinforcing bar group, described splicing perps reinforcement reinforcing bar group comprises many vertically disposed horizontal bars, described splicing perps reinforcement reinforcing bar group is winded up between the muscle the described overlapped shear wall pre-erection inboard and the described second vertical girder rib, and crosses over described splicing perps;
The superimposed exterior wall L of described shear wall structure type connected node also comprises the inboard horizontal distribution muscle of in-situ layer group, and the inboard horizontal distribution muscle of described in-situ layer group comprises many vertically disposed horizontal bars; The horizontal bar of the inboard horizontal distribution muscle of described in-situ layer group passes described L type node region.
4. the superimposed exterior wall L of shear wall structure as claimed in claim 2 type connected node, it is characterized in that: the muscle that winds up of the described first vertical girder rib is the vertical muscle of the described the 3rd vertical muscle group; The muscle that winds up of the described second vertical girder rib is the vertical muscle of the described the 3rd vertical muscle group.
5. the superimposed exterior wall L of shear wall structure as claimed in claim 3 type connected node is characterized in that: the area of reinforcement of described splicing perps reinforcement reinforcing bar group is more than or equal to the area of horizontal distribution muscle parallel with described splicing perps reinforcement reinforcing bar group in the corresponding scope of described first prefabricated panel and described second prefabricated panel.
6. the superimposed exterior wall L of shear wall structure as claimed in claim 3 type connected node is characterized in that: every horizontal bar of described splicing perps reinforcement reinforcing bar group, in the length of the both sides of described splicing perps all more than or equal to 1.2LaE.
7. the superimposed exterior wall L of shear wall structure as claimed in claim 3 type connected node, it is characterized in that: second prefabricated panel comprises the 3rd vertical girder rib, the muscle that winds up of the described the 3rd vertical girder rib is the vertical muscle of the described the 3rd vertical muscle group, and the lower edge muscle of the described the 3rd vertical girder rib is the vertical muscle of described overlapped shear wall pre-erection.
8. the superimposed exterior wall L of shear wall structure as claimed in claim 3 type connected node is characterized in that: the inboard horizontal distribution muscle of described in-situ layer group comprises inboard transverse horizontal distribution bar group of in-situ layer and the inboard vertical equity distribution bar of in-situ layer group; The inboard transverse horizontal distribution bar of described in-situ layer group is arranged on the lateral part of described in-situ layer, and an end bending, and a crooked end is positioned at the longitudinal component of described in-situ layer; The inboard vertical equity distribution bar of described in-situ layer group is arranged on the longitudinal component of described in-situ layer, and an end bending, and a crooked end is positioned at the lateral part of described in-situ layer.
9. the superimposed exterior wall L of shear wall structure as claimed in claim 1 type connected node is characterized in that: the stirrup of the described first stirrup group is the sealing rectangle hoop, and the stirrup of the described second stirrup group also is the sealing rectangle hoop.
10. the superimposed exterior wall L of shear wall structure as claimed in claim 1 type connected node, it is characterized in that: the medial surface of described overlapped shear wall pre-erection is a matsurface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200186229U CN202000485U (en) | 2011-01-20 | 2011-01-20 | L-shaped connecting node for superposed outer wall of shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200186229U CN202000485U (en) | 2011-01-20 | 2011-01-20 | L-shaped connecting node for superposed outer wall of shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000485U true CN202000485U (en) | 2011-10-05 |
Family
ID=44703230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200186229U Expired - Lifetime CN202000485U (en) | 2011-01-20 | 2011-01-20 | L-shaped connecting node for superposed outer wall of shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000485U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116058A (en) * | 2011-01-20 | 2011-07-06 | 上海市城市建设设计研究院 | L-shaped connection node of superposed outer wall of shear wall structure |
| CN104775553A (en) * | 2015-04-16 | 2015-07-15 | 华东建筑设计研究院有限公司 | Novel L-shaped edge member for superimposed slab shear walls and connecting method for novel L-shaped edge member |
| CN113756473A (en) * | 2021-10-18 | 2021-12-07 | 福建金鼎建筑发展有限公司 | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner |
-
2011
- 2011-01-20 CN CN2011200186229U patent/CN202000485U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116058A (en) * | 2011-01-20 | 2011-07-06 | 上海市城市建设设计研究院 | L-shaped connection node of superposed outer wall of shear wall structure |
| CN104775553A (en) * | 2015-04-16 | 2015-07-15 | 华东建筑设计研究院有限公司 | Novel L-shaped edge member for superimposed slab shear walls and connecting method for novel L-shaped edge member |
| CN104775553B (en) * | 2015-04-16 | 2017-04-19 | 华东建筑设计研究院有限公司 | Novel L-shaped edge member for superimposed slab shear walls and connecting method for novel L-shaped edge member |
| CN113756473A (en) * | 2021-10-18 | 2021-12-07 | 福建金鼎建筑发展有限公司 | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner |
| CN113756473B (en) * | 2021-10-18 | 2022-11-01 | 福建金鼎建筑发展有限公司 | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102071746B (en) | T-shaped connecting node for superposed external wall and prefabricated internal wall of shear wall structure | |
| CN106049718A (en) | Novel overlapping shear wall | |
| CN102116058B (en) | L-shaped connection node of superposed outer wall of shear wall structure | |
| CN104594523A (en) | Prestress splicing method for fabricated shear wall | |
| CN207419803U (en) | A kind of high-strength connection structure of laminated floor slab and girder steel | |
| CN209670127U (en) | A kind of fabricated construction of prefabricated steel reinforced concrete shear walls | |
| CN110067185A (en) | A kind of steel pipe-steel plate combination web steel reinforced concrete combined box beam | |
| CN108661171A (en) | A kind of prefabricated assembled concrete frame joint connection structure | |
| CN202000485U (en) | L-shaped connecting node for superposed outer wall of shear wall structure | |
| CN201212191Y (en) | Connecting structure of precast shear wall | |
| CN204311614U (en) | The fabricated shear wall of prestressing force splicing | |
| CN202000510U (en) | Laminated outer wall and prefabricated inner wall T-shaped connecting joint for shear wall structure | |
| CN207863150U (en) | Overlap wall and horizontal member connecting node | |
| CN108179808A (en) | A kind of prefabricated beam column crimping joint strengthening stirrup construction and its construction method | |
| CN206090815U (en) | Prefabricated assembled tube structure public building | |
| CN108104331A (en) | Overlap wall body structure and preparation method thereof | |
| CN208088500U (en) | A kind of prefabricated beam column crimping joint strengthening stirrup construction | |
| CN207829236U (en) | Overlap wall body structure | |
| CN207392236U (en) | A kind of composite beam and sandwich wall connecting node | |
| CN207863194U (en) | Overlap exterior wall L-type connecting node | |
| CN207633613U (en) | A kind of special laminated floor slab of assembling type steel structure | |
| CN207376646U (en) | A kind of composite beam and cast-in-place column connected node | |
| CN108412036A (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN208803562U (en) | A kind of prefabricated assembled concrete frame joint connection structure | |
| CN207863236U (en) | Overlap wall body structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20111005 Effective date of abandoning: 20120725 |