CN103590509B - Based on the wall wall connecting joint structure of assembled architecture - Google Patents
Based on the wall wall connecting joint structure of assembled architecture Download PDFInfo
- Publication number
- CN103590509B CN103590509B CN201310609696.3A CN201310609696A CN103590509B CN 103590509 B CN103590509 B CN 103590509B CN 201310609696 A CN201310609696 A CN 201310609696A CN 103590509 B CN103590509 B CN 103590509B
- Authority
- CN
- China
- Prior art keywords
- anchoring
- concrete component
- spiral stirrup
- wall
- lateral buckling
- 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
Abstract
The invention discloses a kind of wall wall connecting joint structure based on assembled architecture, mainly solve the problem of the connected node bearing capacity difference of existing assembled architecture.This wall wall connecting joint structure comprises the concrete component that cross section is square or rectangular, be built in the spiral stirrup in concrete component, four to be circumferentially distributed in spiral stirrup and near the vertical vertical muscle of spiral stirrup, vertically vertical muscle is axially arranged with several anchoring, and all anchorings are near vertical vertical muscle corresponding thereto; Relative two anchorings that vertically vertical muscle is corresponding are respectively the first anchoring and the second anchoring, the close side within the walls of first anchoring, its one end stretches in spiral stirrup, the other end extends within the walls, second anchoring is outside wall, and its one end stretches in spiral stirrup, the other end extends within the walls and bends outside wall.The present invention not only structure is simple, reasonable in design, and with low cost, realization convenience, can be used in other assembled architectures similar such as typical apartment building, rural area and middle and high layer.
Description
Technical field
The invention belongs to building structure technology field, relate to a kind of assembled arthitecutral structure, specifically, relate to a kind of assembling sheet material building structure of Novel wall wall lateral connection node.
Background technology
Assembled architecture refers to by the building of prefabricated component at assemble in site.The advantage of this building is that construction speed is fast, and climate conditionality is little, saves labour and can improve construction quality.Sheet material building in assembled architecture is assembled, also known as large panel building by sheet materials such as prefabricated large-scale inside and outside wall board, floor and roof panel.It is the main Types of total prefabricated construction in industrialization building.Sheet material building can alleviate construction weight, raises labour productivity, and expands usable floor area and the shake-proof ability of building.The inner wall panel of sheet material building mostly is solid slab or the hollowcore slab of steel concrete; Side fascia mostly is the steel concrete composite plate with insulation layer, also can make wallboard with outside finish with light weight aggregate concrete, foam concrete or coarse porous concrete etc.Method of attachment between sheet material mainly contains welding, bolt connects and rear pouring concrete integrated connection.
In the project of rural area dilapidated buildings renovation, assembled architecture the time utilization, attractive in appearance etc. in there is obvious advantage, but the connected mode of wall wall lateral connection node: the connected node bearing capacity of three kinds of modes such as welding, bolt connection and rear pouring concrete integrated connection cannot be up to standard, therefore, in assembled architecture, wall wall lateral connection just becomes is the unsolved technical barriers of those skilled in the art always.
Summary of the invention
The object of the invention is to overcome above-mentioned defect, provide that a kind of structure is simple, with low cost, bearing capacity is good, be applied to the lateral connection node structure of wall wall in assembled architecture.
Based on same inventive concept, to achieve these goals, the present invention adopts following three kinds of technical schemes:
One
This kind of scheme is mainly applicable to " L " font connection wall, based on the wall wall connecting joint structure of assembled architecture, comprise the concrete component that cross section is square or rectangular, be built in the spiral stirrup in concrete component, four to be circumferentially distributed in spiral stirrup and near the vertical vertical muscle of spiral stirrup, vertically vertical muscle is axially arranged with several anchoring, and all anchorings are near vertical vertical muscle corresponding thereto;
Wherein, relative two anchorings that vertically vertical muscle is corresponding are respectively the first anchoring and the second anchoring, the close side within the walls of first anchoring, its one end stretches in spiral stirrup, the other end extends within the walls, second anchoring is outside wall, and its one end stretches in spiral stirrup, the other end extends within the walls and bends outside wall.
Further, the mix ratio of mortar of described concrete component is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%.
Further, the apparent density of described concrete component is 2200Kg/m
3.
They are two years old
This kind of scheme is mainly applicable to " T " font connection wall, based on the wall wall connecting joint structure of assembled architecture, comprise cross section in " T " font and its vertical edge is trapezoidal concrete component, be built in the spiral stirrup of concrete component horizontal edge and vertical edge junction, four to be circumferentially distributed in spiral stirrup and near the vertical vertical muscle of spiral stirrup;
Several the 3rd anchoring that vertically vertical muscle is axially uniform is respectively equipped with in the left and right sides in concrete component vertical edge direction, one end of 3rd anchoring is stretched into spiral stirrup and is extended to that it is outside, the other end extends within the walls and to a lateral buckling, 3rd anchoring in left side bends to the left, and the 3rd anchoring on right side bends to the right;
Axially the 4th uniform anchoring and the 5th anchoring of several vertically vertical muscle is equipped with in the both sides, front and back of concrete component transverse direction edge, wherein, one end of 4th anchoring stretch into spiral stirrup and extend to the left end of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, the 4th anchoring lateral buckling forward of front side, the 4th anchoring lateral buckling backward of rear side; One end of 5th anchoring stretch into spiral stirrup and extend to the right-hand member of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, the 5th anchoring lateral buckling forward of front side, the 5th anchoring lateral buckling backward of rear side.
Further, the mix ratio of mortar of described concrete component is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%.
Further, the apparent density of described concrete component is 2200Kg/m
3.
They are three years old
This kind of scheme is mainly applicable to " ten " font connection wall, based on the wall wall connecting joint structure of assembled architecture, comprise the concrete component of cross section in " ten " font, be built in the spiral stirrup in the middle part of concrete component, four to be circumferentially distributed in spiral stirrup and near the vertical vertical muscle of spiral stirrup, the both sides, front and back of concrete component horizontal edge are equipped with the 6th anchoring and the 7th anchoring of several vertically vertical muscle axial distribution;
Wherein, one end of the 6th anchoring stretch into spiral stirrup and extend to the right-hand member of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, the 6th anchoring lateral buckling forward of front side, the 6th anchoring lateral buckling backward of rear side; One end of 7th anchoring stretch into spiral stirrup and extend to the left end of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, the 7th anchoring lateral buckling forward of front side, the 7th anchoring lateral buckling backward of rear side;
The left and right sides of concrete component vertical edge is equipped with the 8th anchoring and the 9th anchoring of several vertically vertical muscle axial distribution, wherein, one end of 8th anchoring stretch into spiral stirrup and extend to the front end of concrete component vertical edge, the other end extends within the walls and to a lateral buckling, 8th anchoring in left side bends to the left, and the 8th anchoring on right side bends to the right; One end of 9th anchoring stretch into spiral stirrup and extend to the rear end of concrete component vertical edge, the other end extends within the walls and to a lateral buckling, the 9th anchoring in left side bends to the left, the 9th anchoring on right side bends to the right.
Further, the mix ratio of mortar of described concrete component is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%.
Further, the apparent density of described concrete component is 2200Kg/m
3.
Compared with prior art, beneficial effect of the present invention is:
(1) not only structure is simple, reasonable in design in the present invention, and with low cost, realization convenience, can be used in other assembled architectures similar such as typical apartment building, rural area and middle and high layer.
(2) the present invention adopt spiral stirrup and vertical vertical muscle with the use of, preferably, spiral stirrup and vertical vertical muscle are all positioned at the connected node position of wall wall, simultaneously, reinforced by special anchoring, thus effectively improve the bearing capacity of assembled architecture wall wall connected node.
(3) in the present invention, the mix ratio of mortar of the concrete component of connected node is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%, and apparent density is 2200Kg/m
3,, compressive strength, contraction, time of setting etc., all can meet construction requirement.
(4) the present invention compared with prior art, not only possesses novelty and creativeness, and its material is common material, cheap, possesses very high practicality and the market competitiveness, for it is applied on a large scale, established solid foundation.
Accompanying drawing explanation
Fig. 1 is the schematic cross-section of the present invention-embodiment 1.
Fig. 2 is the three-dimensional structure schematic diagram of the present invention-embodiment 1.
Fig. 3 is the schematic cross-section of the present invention-embodiment 2.
Fig. 4 is the three-dimensional structure schematic diagram of the present invention-embodiment 2.
Fig. 5 is the schematic cross-section of the present invention-embodiment 3.
Fig. 6 is the three-dimensional structure schematic diagram of the present invention-embodiment 3.
Wherein, the title corresponding to Reference numeral: 1-spiral stirrup, 2-is vertical muscle vertically, 3-first anchoring, 4-second anchoring, 5-the 3rd anchoring, 6-the 4th anchoring, 7-the 5th anchoring, 8-the 6th anchoring, 9-the 7th anchoring, 10-the 8th anchoring, 11-the 9th anchoring.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.Embodiments of the present invention include but not limited to the following example.
Embodiment 1
As shown in Figure 1, 2, based on the wall wall connecting joint structure of assembled architecture, comprise the concrete component that cross section is square or rectangular, be mainly used in " L " font connection wall, concrete structure is positioned at the junction of two face walls, one of them diagonal overlaps with the connecting line in face of two, spiral stirrup 1 in this concrete component, four to be circumferentially distributed in spiral stirrup 1 and near the vertical vertical muscle 2 of spiral stirrup 1, vertically vertical muscle 2 is axially arranged with several anchoring, and all anchorings are near vertical vertical muscle 2 corresponding thereto.Vertical vertical muscle adopts HRB400, and spiral stirrup adopts HPB300.For convenience of description, called after: A and B, A, B are mutually vertical respectively by two face walls of " L " font connection wall for the present embodiment, and wherein, vertically indulge muscle for two and be positioned at A within the walls, two other is positioned at B within the walls.
The selection of spiral stirrup in the present embodiment: platform power is stung in the effect friction that improve on fracture surface of spiral stirrup, and stress decrease is slowed down, and improves concrete later stage deformability.Therefore, bear the component of geological process as beam, post and node area, adopt the less spiral stirrup confined concrete of spacing effectively can improve the ductility of component.
For convenience of description, involved anchoring is divided into the two kinds: first anchoring 3 and the second anchoring 4 by us, relative two positions of vertically indulging muscle are respectively equipped with the first anchoring 3 and the second anchoring 4, the first close side within the walls of anchoring 3, its one end stretches in spiral stirrup 1, the other end extends within the walls, second anchoring 4 is outside wall, and its one end stretches in spiral stirrup 1, the other end extends within the walls and bends outside wall.
In order to obtain better, meeting the concrete component of technical need, in the present embodiment, the mix ratio of mortar of concrete component is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%.
Wherein, cement: P.O42.5R, high victory cement plant produces, 28d intensity measurement value 51.2MPa.
Breeze: S75 level breeze, Sichuan Hong Yuan produces, and 28d activity is greater than 75%.
Sand: 30% Ming River river sand+70% Machine-made Sand; Leshan, the sand place of production, river Ming River, fineness modulus Mx=0.6 ~ 1.30, mud content is 0.5%; Machine-made Sand and manufactured sand, fineness modulus 2.3-2.8, content of stone powder is less than 5%, and the maximum particle diameter of sand is less than 4.75mm.
Water: tap water.
High efficiency water reducing agent: BASF polycarboxylic admixture, volume 1.6%, water-reducing rate is 21%.
Expansion agent is produced by the long-range Concrete admixtures factory in Xindu District.
The apparent density of the concrete component be made is 2200Kg/m
3, the compression strength value after standard curing: 7d is 31.1MPa, 28d is 42.5MPa.According to above-mentioned match ratio, carry out the industrial experimentation of a period of time, achieve satisfied effect, the compressive strength average of concrete component, 7d is 32.3MPa, 28d is 43.2MPa, the construction denseness of mortar is 70 ~ 90mm, water retention is greater than 88%, and other, as contraction, time of setting etc., all can meet technical requirements.
Below the checking computations process to ultimate bearing capacity of joints of the present invention:
1. calculate according to the engineering practice of typical apartment building, rural area, Leshan, then have
=14.3N/mm
2;
=360N/mm
2;
=270N/mm
2;
2. according to giving spiral stirrup steel concrete axis compression member design formulas in " Code for design of concrete structures " (GB50010-2010):
The formula of above-mentioned employing is in current technical literature the existing formula existed, and therefore, the present embodiment no longer repeats each formula.
Embodiment 2
As shown in Figure 3,4, the difference of the present embodiment and embodiment 1 is, based on the wall wall connecting joint structure of assembled architecture, comprise cross section in " T " font and its vertical edge is trapezoidal concrete component, be mainly used in " T " font connection wall, concrete component is positioned at the junction of three face walls, i.e. connected node place, specifically, the horizontal edge cross section of concrete component is rectangle, and perpendicular just cross section is trapezoidal.
Further, spiral stirrup 1 is provided with in the junction of concrete component horizontal edge and vertical edge, in spiral stirrup, be provided with four to be circumferentially distributed in spiral stirrup 1 and near the vertical vertical muscle 2 of spiral stirrup 1, spiral stirrup major part is positioned at horizontal edge, and sub-fraction is positioned at vertical edge.Vertical vertical muscle adopts HRB400, and spiral stirrup adopts HPB300.
For convenience of description, the wall that three connect by the present embodiment, respectively called after: C, D, E, the horizontal edge of wherein, C and D is point-blank formed " T " font connection wall, E, perpendicular to C and D, forms the vertical edge of " T " font connection wall.Two longitudinal directions on transverse direction edge are erected muscle and are laid respectively at C and D within the walls, and the longitudinal direction on other two vertical edge directions erects muscle, and a junction being positioned at C and D, another root is positioned at E within the walls.
Several the 3rd anchoring 5 that vertically vertical muscle 2 is axially uniform is respectively equipped with in the left and right sides in concrete component vertical edge direction (E wall direction), one end of 3rd anchoring 5 is stretched into spiral stirrup 1 and is extended to its outside, its end is near the front side of horizontal edge, the other end extends to E within the walls and to a lateral buckling, specifically, the 3rd anchoring 5 be positioned on the left of E wall bends to the left, and the 3rd anchoring 5 on the right side of E wall bends to the right.
Further, on the basis of said structure, the present embodiment is also equipped with axially the 4th uniform anchoring 6 and the 5th anchoring 7 of several vertically vertical muscle 2 in the both sides, front and back of concrete component transverse direction edge (C and D wall direction), namely every side is equipped with the 4th anchoring and the 5th anchoring, if corresponding 5th anchoring of C wall, then the both sides, front and back of C wall are equipped with the 5th anchoring, accordingly, corresponding 4th anchoring of D wall, then the both sides, front and back of D wall are equipped with the 4th anchoring.
On above-mentioned basis, specifically, one end of 4th anchoring 6 is stretched into spiral stirrup 1 and is extended to the left end of concrete component horizontal edge, namely this end extends to the left end of C wall, the other end of the 4th anchoring extends to D within the walls and to a lateral buckling, the 4th anchoring lateral buckling forward on front side of D wall, the 4th anchoring lateral buckling backward on rear side of D wall.
One end of 5th anchoring is stretched into spiral stirrup 1 and is extended to the right-hand member of concrete component horizontal edge, namely this end extends to the right-hand member of D wall, the other end of the 5th anchoring extends to C within the walls and to a lateral buckling, the 5th anchoring 7 lateral buckling forward on front side of C wall, the 5th anchoring 7 lateral buckling backward on rear side of C wall.
In the present embodiment, the mix ratio of mortar of concrete component is identical with embodiment 1, and the bearing capacity calculation mode of its tie point is also identical with embodiment 1, and and therefore not to repeat here.3rd anchoring in the present embodiment, the 4th anchoring, the 5th anchor structure are all consistent, are named respectively, are for the ease of distinguishing.
Embodiment 3
As shown in Figure 5,6, the difference of the present embodiment and embodiment 1,2 is, based on the wall wall connecting joint structure of assembled architecture, comprise the concrete component of cross section in " ten " font, mainly be applicable to " ten " font connection wall, concrete component is positioned at the junction of four sides wall, i.e. connected node place.
Further, in the middle part of concrete component, be provided with spiral stirrup 1, be then provided with four in spiral stirrup and be circumferentially distributed in spiral stirrup 1 and near the vertical vertical muscle 2 of spiral stirrup 1, vertical vertical muscle adopts HRB400, and spiral stirrup adopts HPB300.
For convenience of description, the present embodiment is by four sides connection wall called after respectively: F, G, H, I, and wherein, F and G combination forms the horizontal edge of " ten " font concrete component, H and I then combines the vertical edge of formation " ten " font concrete component.Vertically indulge muscle for four then to lay respectively in four sides wall F, G, H, I.
Further, the present embodiment is equipped with the 6th anchoring 8 and the 7th anchoring 9 of several vertically vertical muscle 2 axial distribution in the both sides, front and back of concrete component horizontal edge (F and G wall).If corresponding 6th anchoring of F wall, then the both sides, front and back of F wall are equipped with the 6th anchoring, one end of 6th anchoring is stretched into spiral stirrup and is extended to the right-hand member of concrete component horizontal edge, the i.e. right-hand member of G wall, the other end of the 6th anchoring extends to F within the walls and to a lateral buckling, the 6th anchoring lateral buckling forward on front side of F wall, the 6th anchoring lateral buckling backward on rear side of F wall.
Accordingly, the corresponding G wall of 7th anchoring, the both sides, front and back of G wall are equipped with the 7th anchoring, one end of 7th anchoring 9 is stretched into spiral stirrup 1 and is extended to the left end of concrete component horizontal edge, the i.e. left end of F wall, the 7th anchoring other end extends to G within the walls and to a lateral buckling, specifically, the 7th anchoring 9 lateral buckling forward on front side of G wall, the 7th anchoring 9 lateral buckling backward on rear side of G wall.
On the basis of said structure, the present embodiment is also equipped with the 8th anchoring 10 and the 9th anchoring 11 of several vertically vertical muscle 2 axial distribution in the left and right sides of concrete component vertical edge (H and I wall).If corresponding 8th anchoring of H wall, then the left and right sides of H wall is equipped with the 8th anchoring, one end of 8th anchoring 10 is stretched into spiral stirrup 1 and is extended to the front end of concrete component vertical edge, the i.e. front end of I wall, the other end of the 8th anchoring extends to H within the walls and to a lateral buckling, specifically, the 8th anchoring 10 on the left of H wall bends to the left, and the 8th anchoring 10 on the right side of H wall bends to the right.
Accordingly, the corresponding I wall of 9th anchoring, the left and right sides of I wall is equipped with the 9th anchoring, one end of 9th anchoring 11 is stretched into spiral stirrup 1 and is extended to the rear end of concrete component vertical edge, the i.e. rear end of H wall, the other end of the 9th anchoring extends to I within the walls and to a lateral buckling, the 9th anchoring 11 on the left of I wall bends to the left, and the 9th anchoring 11 on the right side of I wall bends to the right.
Mix ratio of mortar and the embodiment 1,2 identical of concrete component in the present embodiment, the bearing capacity calculation mode of its tie point also with embodiment 1,2 identical, and therefore not to repeat here.6th anchoring in the present embodiment, the 7th anchoring, the 8th anchoring, the 9th anchor structure are all consistent, are named respectively, are for the ease of distinguishing.
According to above-described embodiment, just the present invention can be realized well.What deserves to be explained is; under prerequisite based on above-mentioned design principle; for solving same technical problem; even if some making on architecture basics disclosed in this invention are without substantial change or polishing; the essence of the technical scheme adopted is still the same with the present invention, therefore it also should in protection scope of the present invention.
Claims (6)
1. based on the wall wall connecting joint structure of assembled architecture, it is characterized in that, comprise cross section in " T " font and its vertical edge is trapezoidal concrete component, be built in the spiral stirrup (1) of concrete component horizontal edge and vertical edge junction, four to be circumferentially distributed in spiral stirrup (1) and near the vertical vertical muscle (2) of spiral stirrup (1);
Several the 3rd anchoring (5) that vertically vertical muscle (2) is axially uniform is respectively equipped with in the left and right sides in concrete component vertical edge direction, one end of 3rd anchoring (5) is stretched into spiral stirrup (1) and is extended to that it is outside, the other end extends within the walls and to a lateral buckling, 3rd anchoring (5) in left side bends to the left, and the 3rd anchoring (5) on right side bends to the right;
Axially the 4th uniform anchoring (6) and the 5th anchoring (7) of several vertically vertical muscle (2) is equipped with in the both sides, front and back of concrete component transverse direction edge, wherein, one end of 4th anchoring (6) stretch into spiral stirrup (1) and extend to the left end of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, 4th anchoring (6) lateral buckling forward of front side, the 4th anchoring (6) lateral buckling backward of rear side; One end of 5th anchoring (7) stretch into spiral stirrup (1) and extend to the right-hand member of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, the 5th anchoring (7) lateral buckling forward of front side, the 5th anchoring (7) lateral buckling backward of rear side.
2. the wall wall connecting joint structure based on assembled architecture according to claim 1, it is characterized in that, the mix ratio of mortar of described concrete component is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%.
3. the wall wall connecting joint structure based on assembled architecture according to claim 2, is characterized in that, the apparent density of described concrete component is 2200Kg/m
3.
4. based on the wall wall connecting joint structure of assembled architecture, it is characterized in that, comprise the concrete component of cross section in " ten " font, be built in the spiral stirrup (1) in the middle part of concrete component, four to be circumferentially distributed in spiral stirrup (1) and near the vertical vertical muscle (2) of spiral stirrup (1), the both sides, front and back of concrete component horizontal edge are equipped with the 6th anchoring (8) and the 7th anchoring (9) of several vertically vertical muscle (2) axial distribution;
Wherein, one end of 6th anchoring (8) stretch into spiral stirrup (1) and extend to the right-hand member of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, 6th anchoring (8) lateral buckling forward of front side, the 6th anchoring (8) lateral buckling backward of rear side; One end of 7th anchoring (9) stretch into spiral stirrup (1) and extend to the left end of concrete component horizontal edge, the other end extends within the walls and to a lateral buckling, the 7th anchoring (9) lateral buckling forward of front side, the 7th anchoring (9) lateral buckling backward of rear side;
The left and right sides of concrete component vertical edge is equipped with the 8th anchoring (10) and the 9th anchoring (11) of several vertically vertical muscle (2) axial distribution, wherein, one end of 8th anchoring (10) stretch into spiral stirrup (1) and extend to the front end of concrete component vertical edge, the other end extends within the walls and to a lateral buckling, 8th anchoring (10) in left side bends to the left, and the 8th anchoring (10) on right side bends to the right; One end of 9th anchoring (11) stretch into spiral stirrup (1) and extend to the rear end of concrete component vertical edge, the other end extends within the walls and to a lateral buckling, the 9th anchoring (11) in left side bends to the left, the 9th anchoring (11) on right side bends to the right.
5. the wall wall connecting joint structure based on assembled architecture according to claim 4, it is characterized in that, the mix ratio of mortar of described concrete component is cement: breeze: sand: water: high efficiency water reducing agent: expansion agent=1:0.38:6.15:0.92:1.6%:0.4%.
6. the wall wall connecting joint structure based on assembled architecture according to claim 5, is characterized in that, the apparent density of described concrete component is 2200Kg/m
3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310609696.3A CN103590509B (en) | 2013-11-27 | 2013-11-27 | Based on the wall wall connecting joint structure of assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310609696.3A CN103590509B (en) | 2013-11-27 | 2013-11-27 | Based on the wall wall connecting joint structure of assembled architecture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103590509A CN103590509A (en) | 2014-02-19 |
| CN103590509B true CN103590509B (en) | 2016-03-02 |
Family
ID=50080810
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310609696.3A Active CN103590509B (en) | 2013-11-27 | 2013-11-27 | Based on the wall wall connecting joint structure of assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103590509B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111549934A (en) * | 2020-05-18 | 2020-08-18 | 张建国 | Wall connected node structure based on assembly type structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136857A (en) * | 1992-10-21 | 1994-05-17 | Penta Ocean Constr Co Ltd | Method of connecting precast concrete wall column and precast concrete wall |
| CN1800531A (en) * | 2006-01-17 | 2006-07-12 | 张晶廷 | Joint construction method of prefabricated composite bearing wall structure |
| CN102071746A (en) * | 2011-01-20 | 2011-05-25 | 上海市城市建设设计研究院 | T-shaped connecting node for superposed external wall and prefabricated internal wall of shear wall structure |
| CN102561555A (en) * | 2012-02-16 | 2012-07-11 | 同济大学 | Method for connecting wallboard components of precast concrete shear wall structure |
| CN203742017U (en) * | 2013-11-27 | 2014-07-30 | 四川华构住宅工业有限公司 | Wall-to-wall connection node structure based on prefabricated building |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5225842Y2 (en) * | 1972-08-09 | 1977-06-13 | ||
| JP3899866B2 (en) * | 2001-08-07 | 2007-03-28 | 鹿島建設株式会社 | Joint structure of steel plate concrete structure |
-
2013
- 2013-11-27 CN CN201310609696.3A patent/CN103590509B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136857A (en) * | 1992-10-21 | 1994-05-17 | Penta Ocean Constr Co Ltd | Method of connecting precast concrete wall column and precast concrete wall |
| CN1800531A (en) * | 2006-01-17 | 2006-07-12 | 张晶廷 | Joint construction method of prefabricated composite bearing wall structure |
| CN102071746A (en) * | 2011-01-20 | 2011-05-25 | 上海市城市建设设计研究院 | T-shaped connecting node for superposed external wall and prefabricated internal wall of shear wall structure |
| CN102561555A (en) * | 2012-02-16 | 2012-07-11 | 同济大学 | Method for connecting wallboard components of precast concrete shear wall structure |
| CN203742017U (en) * | 2013-11-27 | 2014-07-30 | 四川华构住宅工业有限公司 | Wall-to-wall connection node structure based on prefabricated building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103590509A (en) | 2014-02-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103469939B (en) | A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof | |
| CN102561509B (en) | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method | |
| CN102409781B (en) | Bearing structure and house structure | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN101565968A (en) | Direct assembly concrete-filled steel tube combined special-shaped column and production method thereof | |
| CN108301532A (en) | A kind of Desert Sand lightweight aggregate concrete assembly of shear wall structure | |
| CN104314362A (en) | All-prefabricated fence | |
| CN106088400A (en) | A kind of modular assembly formula light gauge cold-formed steel shape combined wall | |
| CN103590509B (en) | Based on the wall wall connecting joint structure of assembled architecture | |
| CN102433963A (en) | Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof | |
| CN205502313U (en) | Assembled mixed structure straw concrete wall system | |
| CN202627322U (en) | Trellis type single-row reinforcing bar special-shaped cross section concrete column-wallboard shock-absorbing house | |
| CN203742017U (en) | Wall-to-wall connection node structure based on prefabricated building | |
| CN205530324U (en) | Miniature stake of thin -walled cold -formed steel | |
| CN201981668U (en) | Aerated concrete block masonry wall reinforced by embedded reinforcing bars | |
| CN201671213U (en) | Load-bearing heat insulation brick block | |
| CN102051929A (en) | Block masonry wall configured with steel ribs and manufacture method thereof | |
| CN211523761U (en) | Ribbed light steel beam with novel connection mode | |
| CN210105109U (en) | Structure and building structure of lightweight concrete masonry for region with higher earthquake-resistant grade | |
| CN102518255A (en) | Steel wire mesh bent and shaped reinforcement cross-shaped section concrete column and manufacturing method thereof | |
| CN202627320U (en) | Steel wire mesh bending formed type reinforced concrete column with L-shaped cross section | |
| CN2467626Y (en) | Civil construction wall body structure | |
| CN102518259B (en) | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof | |
| CN207032474U (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN206053398U (en) | Masonry structure historical building seismic reinforcing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |