CN105587054B - A kind of assembled self-locking connection is whole to pour exterior wall - Google Patents

A kind of assembled self-locking connection is whole to pour exterior wall Download PDF

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Publication number
CN105587054B
CN105587054B CN201610102526.XA CN201610102526A CN105587054B CN 105587054 B CN105587054 B CN 105587054B CN 201610102526 A CN201610102526 A CN 201610102526A CN 105587054 B CN105587054 B CN 105587054B
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China
Prior art keywords
reinforcing bar
frame reinforcing
steel
wall
wall frame
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CN201610102526.XA
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CN105587054A (en
Inventor
陈星�
林泳
陈加
陈朝阳
沈洪
苏恒强
陈昊
汤庆轩
梁建荣
李宁
李振兴
吴桂广
杨文旻
方宇彦
欧裕兴
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Architectural Design and Research Institute of Guangdong Province
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Architectural Design and Research Institute of Guangdong Province
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Priority to CN201610102526.XA priority Critical patent/CN105587054B/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Whole exterior wall is poured the invention discloses a kind of assembled self-locking connection, it is made up of outer panels (100), wainscot (200), steel skeleton (300) and foamed concrete (400), the outer panels (100) and wainscot (200) are respectively and fixedly installed on the outer face and inner face of the steel skeleton (300), the foamed concrete (400) is cast in the concreting inner chamber of the steel skeleton (300), it is characterised in that：Described assembled self-locking connects the whole exterior wall that pours and is provided with rectangle wall window (W), and the steel skeleton (300) is the self-locking steel skeleton for being provided with steel skeleton unit.The present invention has the advantages that connection is simple, easily manufactured, assembling speed is fast, composition material buying is convenient, be adapted to industrialization and installs production, save steel using amount, reduce manufacturing cost.

Description

A kind of assembled self-locking connection is whole to pour exterior wall
Technical field
Whole exterior wall is poured the present invention relates to a kind of assembled self-locking connection.
Background technology
Current wall bulk mainly has autoclave aerated concrete building block, normal concrete small hollow block and light-weight aggregate to mix Solidifying soil small-sized hollow building block etc..These walls are unfavorable for industrialized production from great, long construction period.Carried forward vigorously in country Under the overall background of housing industrialization, fabricated exterior wall just seems necessary.
As shown in figure 1, Chinese utility model patent ZL201320455988.1 discloses a kind of light-gauge steel section composite exterior wall Plate, it uses articulated constuction, is made up of outer panels 12, wainscot 1, steel skeleton, internal reinforcing bar 5 and foamed concrete 13, outward Panel 12 and wainscot 1 are respectively and fixedly installed on the outer face and inner face of steel skeleton, and foamed concrete 13 is cast in reinforcing bar In the concreting inner chamber of frame, internal reinforcing bar 5 is arranged in steel skeleton and is embedded in foamed concrete 13, wherein, reinforcing bar Frame is by inner side light-gauge steel section transom 2, outside light-gauge steel section transom 8, middle light-gauge steel section centre keel 4 and upper and lower U-shaped reinforcing bar 6 Composition, middle light-gauge steel section centre keel 4 is by the U-shaped light-gauge steel section centre keel in both sides and spaced inner thin-walled shaped steel centre keel Composition, also, inner thin-walled shaped steel centre keel web is interval with funnel-shaped hole 4-1.
Light-gauge steel section compound external wall panel disclosed in above-mentioned Chinese utility model patent ZL201320455988.1 exist with Lower deficiency：
First, need to be attached using connecting plate plus bolt during each reinforcing bar composition steel skeleton, connected mode is time-consuming, numerous It is trivial；
Second, exterior wall needs additional internal reinforcing bar, has slowed down speed of application；
3rd, each reinforcing bar of steel skeleton is constituted all using cold bending thin wall channel members, steel using amount is big, high cost.
The content of the invention
The technical problems to be solved by the invention are：There is provided that a kind of assembled self-locking connection is whole to pour exterior wall.
Above-mentioned technical problem is solved, the technical solution adopted in the present invention is as follows：
A kind of assembled self-locking connection is whole to pour exterior wall, is made up of outer panels, wainscot, steel skeleton and foamed concrete, institute State outer panels and wainscot is respectively and fixedly installed on the outer face and inner face of the steel skeleton, the foamed concrete is poured In the concreting inner chamber of the steel skeleton, it is characterised in that：Described assembled self-locking connects the whole exterior wall that pours and is provided with square Shape wall window, the steel skeleton is the self-locking steel skeleton for being provided with steel skeleton unit.
The steel skeleton unit is by left window frame reinforcing bar, right window frame reinforcing bar, upper window frame reinforcing bar, lower window frame reinforcing bar, left wall frame steel Bone, right wall frame reinforcing bar, upper left wall frame reinforcing bar, upper middle wall frame reinforcing bar, upper right wall frame reinforcing bar, bottom left wall frame reinforcing bar, lower middle wall frame steel In the middle of bone, bottom right wall frame reinforcing bar, upper left wall reinforcing bar, upper right wall reinforcing bar, lower-left wall reinforcing bar, bottom right wall reinforcing bar and Duo Gen Wall reinforcing bar is connected by self-locking manner and constituted, and the self-locking manner is：The left window frame reinforcing bar and right window frame reinforcing bar use groove Steel, the upper window frame reinforcing bar, lower window frame reinforcing bar, upper left wall frame reinforcing bar, upper middle wall frame reinforcing bar, upper right wall frame reinforcing bar, bottom left wall frame Reinforcing bar, lower middle wall frame reinforcing bar, bottom right wall frame reinforcing bar, upper left wall reinforcing bar, upper right wall reinforcing bar, lower-left wall reinforcing bar and bottom right wall Body reinforcing bar uses narrow gap angle steel pair, the left wall frame reinforcing bar, right wall frame reinforcing bar and middle wall body reinforcing bar to use broad gap Angle steel pair, the narrow gap angle steel pair and broad gap angle steel are to by outboard angle and inner side angle steel composition, the outboard angle It is oppositely arranged with the interior angle side of inner side angle steel, parallel edges is arranged in parallel, coplanar side is in the same plane and leaves gap, The narrow gap angle steel pair it is coplanar while gap less than the broad gap angle steel pair it is coplanar while gap；The left wall frame reinforcing bar, Left window frame reinforcing bar, right window frame reinforcing bar and right wall frame reinforcing bar are isometric and vertically arranged from left to right successively, the left window frame reinforcing bar Groove is set to the left, and the groove of the right window frame reinforcing bar is set to the right, the upper left wall frame reinforcing bar, upper left wall reinforcing bar, lower-left Wall reinforcing bar and bottom left wall frame reinforcing bar are from top to bottom arranged successively and one end is both connected on left wall frame reinforcing bar, the other end It is both connected on left window frame reinforcing bar, the upper middle wall frame reinforcing bar, upper window frame reinforcing bar, lower window frame reinforcing bar and lower middle wall frame reinforcing bar are successively From top to bottom arrange and one end be both connected on the left window frame reinforcing bar, the other end is both connected on right window frame reinforcing bar, The upper right wall frame reinforcing bar, upper right wall reinforcing bar, bottom right wall reinforcing bar and bottom right wall frame reinforcing bar successively from top to bottom arrangement and One end is both connected on the right window frame reinforcing bar, the other end is both connected on right wall frame reinforcing bar, the upper left wall frame reinforcing bar, Wall frame reinforcing bar and upper right wall frame reinforcing bar are located in same level in upper, the upper left wall reinforcing bar, upper window frame reinforcing bar and upper right Wall reinforcing bar is located in same level, and the lower-left wall reinforcing bar, lower window frame reinforcing bar and bottom right wall reinforcing bar are located at same water In plane, the bottom left wall frame reinforcing bar, lower middle wall frame reinforcing bar and bottom right wall frame reinforcing bar are located in same level, the upper left wall Frame reinforcing bar is concordant with the upper end of left wall frame reinforcing bar, and the bottom left wall frame reinforcing bar is concordant with the lower end of left wall frame reinforcing bar, at least one The middle wall body reinforcing bar one end between the upper left wall reinforcing bar and lower-left wall reinforcing bar is connected to left wall frame steel On bone, the other end be connected on left window frame reinforcing bar, at least one be located at the upper right wall reinforcing bar and bottom right wall reinforcing bar it Between the middle wall body reinforcing bar one end be connected on right window frame reinforcing bar, the other end is connected on right wall frame reinforcing bar, at least A piece middle wall body reinforcing bar one end being located between the left window frame reinforcing bar and right window frame reinforcing bar is connected to middle wall frame On reinforcing bar, the other end be connected on upper window frame reinforcing bar, at least one be located between the left window frame reinforcing bar and right window frame reinforcing bar The middle wall body reinforcing bar one end be connected on lower window frame reinforcing bar, the other end is connected on lower middle wall frame reinforcing bar；Wherein, The left wall frame reinforcing bar and the connecting node of upper left wall frame reinforcing bar and the connecting node of upper left wall reinforcing bar and lower-left wall steel The connecting node and the connecting node of bottom left wall frame reinforcing bar and the connecting node of middle wall body reinforcing bar of bone are the 4th class node, The left window frame reinforcing bar and upper left wall frame reinforcing bar and the connecting node and upper left wall reinforcing bar and upper window frame steel of upper middle wall frame reinforcing bar The connecting node and lower-left wall reinforcing bar of bone and the connecting node and bottom left wall frame reinforcing bar of lower window frame reinforcing bar and lower middle wall frame steel The connecting node of bone is first kind node, and the left window frame reinforcing bar is Equations of The Second Kind section with the connecting node of middle wall body reinforcing bar Point, the right window frame reinforcing bar and upper middle wall frame reinforcing bar and the connecting node and upper window frame reinforcing bar and upper right wall of upper right wall frame reinforcing bar The connecting node and lower middle wall frame reinforcing bar and bottom right wall of the connecting node of body reinforcing bar and lower window frame reinforcing bar and bottom right wall reinforcing bar The connecting node of frame reinforcing bar is first kind node, and the right window frame reinforcing bar is Equations of The Second Kind with the connecting node of middle wall body reinforcing bar Node, the right wall frame reinforcing bar and the connecting node of upper right wall frame reinforcing bar and the connecting node and bottom right wall of upper right wall reinforcing bar The connecting node and the connecting node of bottom right wall frame reinforcing bar and the connecting node of middle wall body reinforcing bar of body reinforcing bar are the 4th class Node, the middle wall body reinforcing bar and the connecting node of upper middle wall frame reinforcing bar and the connecting node and lower window frame of upper window frame reinforcing bar The connecting node of the connecting node of reinforcing bar and lower middle wall frame reinforcing bar is the 3rd class node；
The window as institute surrounded by the left window frame reinforcing bar, upper window frame reinforcing bar, right window frame reinforcing bar and lower window frame reinforcing bar State the whole rectangle wall window for pouring exterior wall of assembled self-locking connection, the steel skeleton unit inside except space where the rectangle wall window it Outer hollow space belongs to the concreting inner chamber of the steel skeleton.
Wherein, the structure type of the first kind node is：Two pairs of ends of the narrow gap angle steel pair pass through four L-shaped Steel nail is connected on a channel-section steel, and one pair of which is located at groove side, another back of the body for being pointed to the channel-section steel of the channel-section steel Surface side, i.e., for the narrow gap angle steel pair positioned at groove side, the coplanar side of its outboard angle and inner side angle steel offers and is located at L-shaped breach, the parallel edges of end are provided with the through hole near the L-shaped breach, and the long leg of the L-shaped breach is close to described putting down Row side is set, and the coplanar side end portion of the outboard angle and inner side angle steel is welded with the short leg of the L-shaped breach Steel plate with holes；For the narrow gap angle steel pair positioned at rear side, the end of its outboard angle and inner side angle steel is welded with position In the steel plate with holes of interior angle side；The web of the channel-section steel is provided with one and is close in it corresponding to the first kind node position The interior side through hole of side wing and an outer side through hole near its outside wing plate, the inner side wing plate and outside wing plate of the channel-section steel are equal A through hole is provided with corresponding to the first kind node position；The outboard angle is arrived in the outside wing plate inserting of the channel-section steel L-shaped breach long leg in, the inserting of inner side wing plate in the L-shaped breach long leg of the inner side angle steel, in the first kind node A L-shaped steel nail through the outboard angle parallel edges through hole positioned at groove side and outside wing plate through hole, an institute L-shaped steel nail is stated to pass through on the steel plate through hole with holes being welded in rear side outboard angle, web near outside wing plate Through hole and the steel plate through hole with holes that is welded in groove side outboard angle, L-shaped steel nail be located at through described The inner side angle steel parallel edges through hole of groove side and inner side wing plate through hole, L-shaped steel nail described in last root are in place through the welding In the steel plate through hole with holes on the angle steel of rear side inner side, on web near inner side wing plate through hole and be welded in groove side Steel plate through hole with holes on side angle steel；
The structure type of the Equations of The Second Kind node is：The end of narrow gap angle steel pair described in a pair passes through two L-shaped steel nails The groove side of the channel-section steel is connected on a channel-section steel and is located at, i.e., this is located at the narrow gap angle steel pair of groove side, its outside L-shaped breach, the parallel edges that the coplanar side of angle steel and inner side angle steel is offered positioned at end are provided near the L-shaped breach Through hole, the long leg of the L-shaped breach is close to the parallel edges and is set；The inner side wing plate and outside wing plate of the channel-section steel are corresponded to A through hole is provided with the Equations of The Second Kind node position；L of the outside wing plate inserting of the channel-section steel to the outboard angle In v notch v long leg, in inner side wing plate inserting to the L-shaped breach long leg of the inner side angle steel, in the Equations of The Second Kind node one L-shaped steel nail described in root is through the outboard angle parallel edges through hole positioned at groove side and outside wing plate through hole, another L Shape steel nail is described in positioned at the inner side angle steel parallel edges through hole and inner side wing plate through hole of groove side；
The structure type of the 3rd class node is：The end of broad gap angle steel pair described in a pair passes through two L-shaped steel nails Narrow gap angle steel described in a pair is connected to upper, i.e. the coplanar side of the outboard angle of the broad gap angle steel pair and inner side angle steel is opened It is provided with yi word pattern breach, parallel edges positioned at end and is provided with the through hole for being close to the yi word pattern breach, the yi word pattern breach The parallel edges be close to set；Narrow gap angle steel is to the outboard angle parallel edges corresponding to the 3rd class node position A through hole is provided with inner side angle steel parallel edges；The outside is arrived in the outboard angle parallel edges inserting of the narrow gap angle steel pair In the yi word pattern breach of angle steel, in inner side angle steel parallel edges inserting to the yi word pattern breach of the inner side angle steel, the 3rd class section The outboard angle parallel edges through hole and broad gap angle steel pair of a L-shaped steel nail in point through the narrow gap angle steel pair The inner side angle steel parallel edges through hole of outboard angle parallel edges through hole, another L-shaped steel nail through the narrow gap angle steel pair With the inner side angle steel parallel edges through hole of broad gap angle steel pair；
The structure type of the 4th class node is：The end of narrow gap angle steel pair described in a pair passes through two L-shaped steel nails Broad gap angle steel described in a pair is connected to upper, i.e. the parallel edges of the outboard angle of the narrow gap angle steel pair and inner side angle steel is opened There is the through hole near end；Broad gap angle steel is to the outboard angle parallel edges corresponding to the 4th class node position and interior Side angle steel parallel edges is provided with a through hole；A L-shaped steel nail in 3rd class node passes through the narrow gap angle steel To outboard angle parallel edges through hole and the outboard angle parallel edges through hole of broad gap angle steel pair, another L-shaped steel nail wear Cross the inner side angle steel parallel edges through hole of the narrow gap angle steel pair and the inner side angle steel parallel edges through hole of broad gap angle steel pair.
In order to improve the intensity of steel skeleton, used as a modification of the present invention, the steel skeleton unit is additionally provided with many tiltedly Support reinforcing bar；The left wall frame reinforcing bar, left window frame reinforcing bar, in each of horizontal plane lower position where the lower window frame reinforcing bar Between in wall reinforcing bar, right window frame reinforcing bar and right wall frame reinforcing bar, two adjacent reinforcing bars of any left and right are located at the lower window frame reinforcing bar Be respectively connected with a diagonal brace reinforcing bar between the position of place horizontal plane lower position, also, each diagonal brace reinforcing bar formed by The sawtooth wire shaped that left-to-right extends, wherein, set with the state for upwardly extending from left to right positioned at the diagonal brace reinforcing bar of leftmost, Set with the state for extending downwardly from left to right positioned at the diagonal brace reinforcing bar of rightmost.
Used as one embodiment of the present invention, the diagonal brace reinforcing bar is had using narrow gap angle steel pair and its end and inclines Angled end-face, it is the connecting node of the diagonal brace reinforcing bar left part positioned at leftmost and the left wall frame reinforcing bar, described positioned at most right Diagonal brace reinforcing bar right part and the connecting node of the right wall frame reinforcing bar of side are the 4th class node, adjacent two diagonal brace reinforcing bars with The connecting node of the connecting node of the left window frame reinforcing bar, adjacent two diagonal brace reinforcing bars and the right window frame reinforcing bar, adjacent two Diagonal brace reinforcing bar is the 5th class node with the connecting node of middle wall body reinforcing bar；The structure type of the 5th class node is： Two L-shaped steel nails are had additional on the basis of the first kind node.
Used as a modification of the present invention, the steel skeleton unit belongs to the hollow space of the concreting inner chamber In, between the left wall frame reinforcing bar and right wall frame reinforcing bar drawknot have one be located at the rectangle wall window top and it is horizontally disposed pre- Stress reinforcing bar and one are located at rectangle wall window lower section and horizontally disposed deformed bar, and the upper left wall frame reinforcing bar is with Drawknot has a deformed bar being vertically arranged between left wall frame reinforcing bar, the upper right wall frame reinforcing bar and bottom right wall frame reinforcing bar it Between drawknot have a deformed bar being vertically arranged, between the left wall frame reinforcing bar and upper middle wall frame reinforcing bar, the upper middle wall Between frame reinforcing bar and right wall frame reinforcing bar, between the right wall frame reinforcing bar and lower middle wall frame reinforcing bar, the lower middle wall frame reinforcing bar with it is left Equal drawknot has a deformed bar being obliquely installed between wall frame reinforcing bar.
Used as one embodiment of the present invention, described assembled self-locking connects the whole exterior wall that pours and has additional at least one institute Rectangle wall window is stated, the steel skeleton is provided with and steel skeleton unit, each steel skeleton list described in the rectangle wall window quantity identical The right wall frame reinforcing bar and right steel of left steel skeleton unit in two horizontally disposed also, adjacent steel skeleton units of unit The left wall frame reinforcing bar of skeleton unit coincides and is fixedly connected integral.
Used as the preferred embodiment of the present invention, the channel-section steel is standard-sized cold bending thin wall channel-section steel, the lateral angle Steel and inner side angle steel are standard-sized cold bending thin wall angle steel.
Used as embodiments of the present invention, the whole exterior wall that pours of described assembled self-locking connection is installed in adjacent upper strata girder steel With between lower floor girder steel and between adjacent left vertical member and right vertical member, the assembled self-locking connection is whole to pour Upper left wall frame reinforcing bar, upper middle wall frame reinforcing bar and the upper right wall frame reinforcing bar that the steel skeleton of exterior wall includes each steel skeleton unit are equal Lower surface with the upper strata girder steel is connected, and the whole steel skeleton institute for pouring exterior wall of the assembled self-locking connection is comprising each The bottom left wall frame reinforcing bar of steel skeleton unit, lower middle wall frame reinforcing bar and bottom right wall frame reinforcing bar connect with the upper surface of lower floor's girder steel Fixation is connect, the whole steel skeleton for pouring exterior wall of assembled self-locking connection is located at left wall frame reinforcing bar and the institute of leftmost steel skeleton unit The right side for stating left vertical member is connected, and the whole steel skeleton for pouring exterior wall of assembled self-locking connection is located at rightmost steel The right wall frame reinforcing bar of skeleton unit is connected with the left side of the right vertical member；Wherein, the left vertical member It is steel column or shear wall with right vertical member.
Used as the preferred embodiment of the present invention, described outer panels and wainscot are wood cement board, described hair Bubble concrete is water proof type light foam concrete.
Compared with prior art, the invention has the advantages that：
First, referring to Fig. 2-1 to Fig. 7-2, steel skeleton of the present invention 300 connects what is constituted by by self-locking manner Steel skeleton unit is constituted, and the self-locking manner only needs to connect adjacent two in the different parts of steel skeleton unit with L-shaped steel nail GD Or three root type steel member forming one of first to fourth class node, you can reach the self-locking of steel skeleton unit, affixed effect, and Need not using the connected mode such as welding, screw-nut, and without additional internal reinforcing bar, therefore, the present invention has that connection is simple, makes Make the fast advantage of convenience, assembling speed；
Wherein, the Steel section member of present invention composition steel skeleton unit is only needed using two kinds of standard-sized shaped steel, i.e. channel-section steel GJ1 uses standard-sized cold bending thin wall channel-section steel, and composition narrow gap angle steel is to GJ2, broad gap angle steel to the outboard angle WJ of GJ3 Standard-sized cold bending thin wall angle steel is used with inner side angle steel NJ, without particularly customized, also, composition steel skeleton unit is various Steel member can be using the cold bending thin wall channel-section steel and cold bending thin wall angle steel of different length and thickness, flexibly to constitute different length and width The steel skeleton 300 of size, the need for meeting different exterior wall sizes, therefore, the present invention has the composition material buying side of steel skeleton 300 Just, it is adapted to the advantage that production is installed in industrialization；
Also, the steel skeleton unit in the present invention is to connect to be formed with one by self-locking using bending strength steel high Determine the entirety of rigidity, it has good wind resistance after being connected with main structure body, can determine groove according to different wind loads Steel member and angle steel constitute the shaped steel of steel skeleton unit to the thickness and quantity (i.e. the quantity of middle wall body reinforcing bar 317) of component Component only need to use channel-section steel to ensure to bear the relatively large stress in wall window both sides in rectangle wall window W both sides, and other positions are then Using being made up of two angle steel and leave the angle steel pair in gap so that steel skeleton unit is on the basis of with good wind resistance Steel using amount is saved, therefore, the present invention has saving steel using amount on the premise of wind resistance is ensured, reduces the excellent of manufacturing cost Point.
Second, referring to Fig. 8, the present invention is additionally provided with many diagonal brace reinforcing bars 318 by steel skeleton unit, it is possible to increase exterior wall Stability, make it more safe and reliable.
3rd, referring to Fig. 8, the present invention is by drawknot prestress steel between each root type steel member in steel skeleton unit Muscle, it is possible to increase the crack resistance of exterior wall, rigidity and impermeability, gives full play to the performance of Steel section member, steel skeleton 300 is resisted The consumption of steel is saved while bigger wind load.
4th, referring to Fig. 1, exterior wall of the invention and upper strata girder steel 600, lower floor's girder steel 700, left vertical member 800 and Right vertical member 900 is connected, and formation pliability is preferably overall, and in geological process, steel and deformed bar have certain Tensile capacity, can bear certain displacement deformation, and constitute outer panels 100, wainscot 200, steel skeleton 300 and the hair of exterior wall Bubble concrete 400 is full the material from heavy and light, can effectively reduce the destruction of seismic force.
5th, outer panels of the invention and wainscot use wood cement board, and outer surface is spliced using wood cement board, Enabling to exterior wall has low-carbon (LC), energy-conservation, environmental protection, fire prevention, fire-retardant, heat-insulated, sound insulation, sound-absorbing, protection against the tide, anti-dry rot, damping The advantages of property, easy processing, various finish；Foamed concrete uses water proof type light foam concrete, can mitigate building certainly Weight, increases story height, reduces foundation cost.
Brief description of the drawings
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation of assembling type outer wall disclosed in Chinese utility model patent ZL201320455988.1；
Fig. 2-1 is exterior wall front view structure figure of the embodiment of the present invention one with section effect；
Fig. 2-2 is the A-A sectional views of Fig. 2-1；
Fig. 2-3 is the B-B sectional views of Fig. 2-1；
Fig. 3-1 in the present invention narrow gap angle steel to GJ2 and broad gap angle steel to the end view of GJ3；
Fig. 3-2 be in Fig. 3-1 narrow gap angle steel to GJ2 and broad gap angle steel to Cs of the GJ3 with transparent effect to signal Figure；
Fig. 4-1 is overlooking structure figures of the first kind node J1 with transparent effect in Fig. 2-1；
Fig. 4-2 is D-D sectional views of the Fig. 4-1 with transparent effect；
Fig. 5-1 is overlooking structure figures of the Equations of The Second Kind node J2 with transparent effect in Fig. 2-1；
Fig. 5-2 is the E-E sectional views of Fig. 5-1；
Fig. 6-1 is overlooking structure figures of the 3rd class node J3 with transparent effect in Fig. 2-1；
Fig. 6-2 is F-F sectional views of the Fig. 6-1 with transparent effect；
Fig. 7-1 is overlooking structure figures of the 4th class node J4 with transparent effect in Fig. 2-1；
Fig. 7-2 is the G-G sectional views of Fig. 7-1；
Fig. 8 is exterior wall front view structure figure of the embodiment of the present invention two with section effect；
Fig. 9-1 is overlooking structure figures of the 5th class node J5 with transparent effect in Fig. 8；
Fig. 9-2 is H-H sectional views of the Fig. 9-1 with transparent effect；
Figure 10-1 is the main structure diagram of the 6th class node J6 in Fig. 8；
Figure 10-2 is position views of the 6th class node J6 in left wall frame reinforcing bar 305；
Figure 11 is exterior wall front view structure figure of the embodiment of the present invention three with section effect.
Specific embodiment
Embodiment one
As shown in Fig. 2-1 to Fig. 7-2, the assembled self-locking connection of the embodiment of the present invention one is whole to pour exterior wall, by outer panels 100th, wainscot 200, steel skeleton 300 and foamed concrete 400 are constituted, and outer panels 100 and wainscot 200 are respectively and fixedly installed to On the outer face and inner face of steel skeleton 300, foamed concrete 400 is cast in the concreting inner chamber of steel skeleton 300.
Referring to Fig. 2-1, the assembled self-locking of the embodiment of the present invention one connects the whole exterior wall that pours and is provided with a rectangle wall window W, its Steel skeleton 300 is to be provided with a self-locking steel skeleton for steel skeleton unit.Wherein, steel skeleton unit is by left window frame reinforcing bar 301, the right side Window frame reinforcing bar 302, upper window frame reinforcing bar 303, lower window frame reinforcing bar 304, left wall frame reinforcing bar 305, right wall frame reinforcing bar 306, upper left wall frame Reinforcing bar 307, upper middle wall frame reinforcing bar 308, upper right wall frame reinforcing bar 309, bottom left wall frame reinforcing bar 310, lower middle wall frame reinforcing bar 311, bottom right Wall frame reinforcing bar 312, upper left wall reinforcing bar 313, upper right wall reinforcing bar 314, lower-left wall reinforcing bar 315, the and of bottom right wall reinforcing bar 316 Many middle wall body reinforcing bars 317 are connected by self-locking manner and constituted, and the self-locking manner is：Left window frame reinforcing bar 301 and right casement section steel Bone 302 uses channel-section steel GJ1, upper window frame reinforcing bar 303, lower window frame reinforcing bar 304, upper left wall frame reinforcing bar 307, upper middle wall frame reinforcing bar 308th, upper right wall frame reinforcing bar 309, bottom left wall frame reinforcing bar 310, lower middle wall frame reinforcing bar 311, bottom right wall frame reinforcing bar 312, upper left wall Reinforcing bar 313, upper right wall reinforcing bar 314, lower-left wall reinforcing bar 315 and bottom right wall reinforcing bar 316 use narrow gap angle steel pair GJ2, left wall frame reinforcing bar 305, right wall frame reinforcing bar 306 and middle wall body reinforcing bar 317 use broad gap angle steel to GJ3, referring to figure 3-1 and Fig. 3-2, narrow gap angle steel are constituted to GJ3 to GJ2 and broad gap angle steel by outboard angle WJ and inner side angle steel NJ, outward The interior angle side of side angle steel WJ and inner side angle steel NJ is oppositely arranged, parallel edges pb is arranged in parallel, coplanar side gb be located at it is same flat On face and leave gap, narrow gap angle steel to GJ2 it is coplanar while gap ZJX less than broad gap angle steel to GJ3 it is coplanar while gap KJX；Left wall frame reinforcing bar 305, left window frame reinforcing bar 301, right window frame reinforcing bar 302 and right wall frame reinforcing bar 306 it is isometric and successively by it is left extremely Right vertically arranged, the groove of left window frame reinforcing bar 301 is set to the left, and the groove of right window frame reinforcing bar 302 is set to the right, upper left wall frame steel Bone 307, upper left wall reinforcing bar 313, lower-left wall reinforcing bar 315 and the arrangement and from top to bottom successively of bottom left wall frame reinforcing bar 310 End is both connected on left wall frame reinforcing bar 305, the other end is both connected on left window frame reinforcing bar 301, upper middle wall frame reinforcing bar 308, Upper window frame reinforcing bar 303, lower window frame reinforcing bar 304 and lower middle wall frame reinforcing bar 311 are from top to bottom arranged successively and one end is all connected with On left window frame reinforcing bar 301, the other end be both connected on right window frame reinforcing bar 302, upper right wall frame reinforcing bar 309, upper right wall steel The arrangement from top to bottom and one end is both connected to right window successively of bone 314, bottom right wall reinforcing bar 316 and bottom right wall frame reinforcing bar 312 On frame reinforcing bar 302, the other end be both connected on right wall frame reinforcing bar 306, upper left wall frame reinforcing bar 307, the upper middle and of wall frame reinforcing bar 308 Upper right wall frame reinforcing bar 309 is located in same level, upper left wall reinforcing bar 313, upper window frame reinforcing bar 303 and upper right wall reinforcing bar 314 are located in same level, and lower-left wall reinforcing bar 315, lower window frame reinforcing bar 304 and bottom right wall reinforcing bar 316 are positioned at same water In plane, bottom left wall frame reinforcing bar 310, lower middle wall frame reinforcing bar 311 and bottom right wall frame reinforcing bar 312 are located in same level, a upper left side Wall frame reinforcing bar 307 is concordant with the upper end of left wall frame reinforcing bar 305, holds level with both hands under bottom left wall frame reinforcing bar 310 and left wall frame reinforcing bar 305 Together, at least one one end of middle wall body reinforcing bar 317 being located between upper left wall reinforcing bar 313 and lower-left wall reinforcing bar 315 connects It is connected on left wall frame reinforcing bar 305, the other end is connected on left window frame reinforcing bar 301, at least one is located at upper right wall reinforcing bar 314 It is connected on right window frame reinforcing bar 302 with the one end of middle wall body reinforcing bar 317 between bottom right wall reinforcing bar 316, the other end connects It is connected on right wall frame reinforcing bar 306, at least one middle wall body steel being located between left window frame reinforcing bar 301 and right window frame reinforcing bar 302 The one end of bone 317 is connected on middle wall frame reinforcing bar 308, the other end is connected on upper window frame reinforcing bar 303, and at least one is located at The one end of middle wall body reinforcing bar 317 between left window frame reinforcing bar 301 and right window frame reinforcing bar 302 is connected on lower window frame reinforcing bar 304, The other end is connected on lower middle wall frame reinforcing bar 311；Wherein, the connection section of left wall frame reinforcing bar 305 and upper left wall frame reinforcing bar 307 The connecting node and bottom left wall frame reinforcing bar 310 of the connecting node of point and upper left wall reinforcing bar 313 and lower-left wall reinforcing bar 315 Connecting node and the connecting node of middle wall body reinforcing bar 317 be the 4th class node J4, left window frame reinforcing bar 301 and Shang Zuoqiang The connection section of the connecting node of frame reinforcing bar 307 and upper middle wall frame reinforcing bar 308 and upper left wall reinforcing bar 313 and upper window frame reinforcing bar 303 The connecting node and bottom left wall frame reinforcing bar 310 and lower middle wall frame reinforcing bar of point and lower-left wall reinforcing bar 315 and lower window frame reinforcing bar 304 311 connecting node is first kind node J1, and left window frame reinforcing bar 301 is second with the connecting node of middle wall body reinforcing bar 317 Class node J2, right window frame reinforcing bar 302 and upper middle wall frame reinforcing bar 308 and the connecting node and upper window frame steel of upper right wall frame reinforcing bar 309 The connecting node of the connecting node and lower window frame reinforcing bar 304 of bone 303 and upper right wall reinforcing bar 314 and bottom right wall reinforcing bar 316, Be first kind node J1 with the connecting node of lower middle wall frame reinforcing bar 311 and bottom right wall frame reinforcing bar 312, right window frame reinforcing bar 302 with The connecting node of middle wall body reinforcing bar 317 is Equations of The Second Kind node J2, the connection of right wall frame reinforcing bar 306 and upper right wall frame reinforcing bar 309 The connecting node and bottom right wall frame reinforcing bar of the connecting node of node and upper right wall reinforcing bar 314 and bottom right wall reinforcing bar 316 312 connecting node and the connecting node of middle wall body reinforcing bar 317 are the 4th class node J4, middle wall body reinforcing bar 317 with it is upper The connecting node of the connecting node of middle wall frame reinforcing bar 308 and the connecting node of upper window frame reinforcing bar 303 and lower window frame reinforcing bar 304, Connecting node with lower middle wall frame reinforcing bar 311 is the 3rd class node J3.
It is above-mentioned to be surrounded by left window frame reinforcing bar 301, upper window frame reinforcing bar 303, right window frame reinforcing bar 302 and lower window frame reinforcing bar 304 Window be the whole rectangle wall window W for pouring exterior wall of assembled self-locking connection, steel skeleton unit inside is except space where rectangle wall window W Outside hollow space belong to the concreting inner chamber of steel skeleton 300.
Above-mentioned channel-section steel GJ1 is standard-sized cold bending thin wall channel-section steel, and outboard angle WJ and inner side angle steel NJ are gauge Very little cold bending thin wall angle steel.Above-mentioned outer panels 100 and wainscot 200 are the wood cement board that thickness is 20mm, above-mentioned foaming Concrete 400 is water proof type light foam concrete.
Referring to Fig. 4-1 and Fig. 4-2, the structure type of above-mentioned first kind node J1 is：End of two pairs of narrow gap angle steel to GJ2 Portion is connected on a channel-section steel GJ1 by four L-shaped steel nail GD, and one pair of which is located at the groove side, another of channel-section steel GJ1 Be pointed to the rear side of channel-section steel GJ1, i.e., for the narrow gap angle steel positioned at groove side to GJ2, its outboard angle WJ and inner side L-shaped breach qk, the parallel edges pb that the coplanar side gb of angle steel NJ is offered positioned at end are provided near the logical of L-shaped breach qk Hole, the long leg of L-shaped breach qk is close to parallel edges pb settings, and the coplanar side gb ends of outboard angle WJ and inner side angle steel NJ are welded It is connected to the steel plate KB with holes in the short leg of L-shaped breach qk；For the narrow gap angle steel positioned at rear side to GJ2, outside it The end of side angle steel WJ and inner side angle steel NJ is welded with the steel plate KB with holes positioned at interior angle side；The web of channel-section steel GJ1 corresponds to First kind node J1 positions are provided with one near the interior side through hole of its inner side wing plate and one near the outer of its outside wing plate Side through hole, the inner side wing plate and outside wing plate of channel-section steel GJ1 both correspond to first kind node J1 positions and are provided with a through hole；Groove The outside wing plate inserting of steel GJ1 in the L-shaped breach qk long legs of outboard angle WJ, wing plate inserting in inner side is to inner side angle steel NJ's In L-shaped breach qk long legs, the outboard angle WJ that a L-shaped steel nail GD in first kind node J1 is placed through groove side puts down Row side pb through holes and outside wing plate through hole, a L-shaped steel nail GD are with holes on rear side outboard angle WJ through being welded on The through hole of outside wing plate is close on steel plate KB through holes, web and the steel plate KB with holes on groove side outboard angle WJ is welded on Through hole, L-shaped steel nail GD be placed through groove side inner side angle steel NJ parallel edges pb through holes and inner side wing plate through hole, last Root L-shaped steel nail GD is passed through and is welded on the steel plate KB through holes with holes on the inside of rear side on angle steel NJ, inboard wing is close on web The through hole of plate and the steel plate KB through holes with holes being welded on the inside of groove side on angle steel NJ；
Referring to Fig. 5-1 and Fig. 5-2, the structure type of above-mentioned Equations of The Second Kind node J2 is：End of a pair of narrow gap angle steel to GJ2 Portion is connected on a channel-section steel GJ1 by two L-shaped steel nail GD and positioned at the groove side of channel-section steel GJ1, i.e., should be located at groove side Narrow gap angle steel to GJ2, the coplanar side gb of its outboard angle WJ and inner side angle steel NJ offers the L-shaped breach positioned at end Qk, parallel edges pb are provided with the through hole near L-shaped breach qk, and the long leg of L-shaped breach qk is close to parallel edges pb settings；Channel-section steel The inner side wing plate and outside wing plate of GJ1 both correspond to Equations of The Second Kind node J2 positions and are provided with a through hole；The outside of channel-section steel GJ1 Wing plate inserting in the L-shaped breach qk long legs of outboard angle WJ, the L-shaped breach qk of inner side wing plate inserting to inner side angle steel NJ it is long In edge, a L-shaped steel nail GD in Equations of The Second Kind node J2 is placed through the outboard angle WJ parallel edges pb through holes of groove side With the inner side angle steel NJ parallel edges pb through holes and inboard wing that outside wing plate through hole, another L-shaped steel nail GD are placed through groove side Plate through hole；
Referring to Fig. 6-1 and Fig. 6-2, the structure type of above-mentioned 3rd class node J3 is：End of a pair of broad gap angle steel to GJ3 Portion is connected to a pair of narrow gap angle steel on GJ2 by two L-shaped steel nail GD, i.e. outboard angle of the broad gap angle steel to GJ3 Yi word pattern breach yz, the parallel edges pb that the coplanar side gb of WJ and inner side angle steel NJ is offered positioned at end are provided near a word The through hole of type breach yz, yi word pattern breach yz's is close to parallel edges pb settings；Narrow gap angle steel corresponds to the 3rd class node to GJ2 The outboard angle WJ parallel edges pb and inner side angle steel NJ parallel edges pb of J3 positions are provided with a through hole；Narrow gap angle steel pair The outboard angle WJ parallel edges pb of GJ2 is inserted in the yi word pattern breach yz of outboard angle WJ, inner side angle steel NJ parallel edges pb is inserted On the inside of being attached in the yi word pattern breach yz of angle steel NJ, a L-shaped steel nail GD in the 3rd class node J3 passes through narrow gap angle steel To the outboard angle WJ parallel edges pb through holes and broad gap angle steel of GJ2 to outboard angle WJ parallel edges pb through holes, the Ling Yigen of GJ3 L-shaped steel nail GD is through narrow gap angle steel to the inner side angle steel NJ parallel edges pb through holes and broad gap angle steel of GJ2 to the medial angle of GJ3 Steel NJ parallel edges pb through holes；
Referring to Fig. 7-1 and Fig. 7-2, the structure type of above-mentioned 4th class node J4 is：End of a pair of narrow gap angle steel to GJ2 Portion is connected to a pair of broad gap angle steel on GJ3 by two L-shaped steel nail GD, i.e. outboard angle of the narrow gap angle steel to GJ2 The parallel edges pb of WJ and inner side angle steel NJ is provided with the through hole near end；Broad gap angle steel corresponds to the 4th class node to GJ3 The outboard angle WJ parallel edges pb and inner side angle steel NJ parallel edges pb of J4 positions are provided with a through hole；3rd class node A L-shaped steel nail GD in J3 is through narrow gap angle steel to the outboard angle WJ parallel edges pb through holes and broad gap angle steel pair of GJ2 The outboard angle WJ parallel edges pb through holes of GJ3, another L-shaped steel nail GD put down through narrow gap angle steel to the inner side angle steel NJ of GJ2 The inner side angle steel NJ parallel edges pb through holes of row side pb through holes and broad gap angle steel to GJ3.
Embodiment two
As shown in figure 8, the assembled self-locking whole exterior wall that pours of connection of the embodiment of the present invention two is essentially identical with embodiment one, it Difference be：In the present embodiment two, steel skeleton unit is additionally provided with many diagonal brace reinforcing bars 318；Left wall frame reinforcing bar 305, left window Frame reinforcing bar 301, each middle wall body reinforcing bar 317 positioned at the place horizontal plane lower position of lower window frame reinforcing bar 304, right window frame reinforcing bar 302 and right wall frame reinforcing bar 306 in, two adjacent reinforcing bars of any left and right be located at the place horizontal plane of lower window frame reinforcing bar 304 under orientation A diagonal brace reinforcing bar 318 is respectively connected between the position put, also, each diagonal brace reinforcing bar 318 forms the saw for extending from left to right Tooth trace shape, wherein, set with the state for upwardly extending from left to right positioned at the diagonal brace reinforcing bar 318 of leftmost, positioned at rightmost Diagonal brace reinforcing bar 318 set with the state that extends downwardly from left to right.So as to the intensity of steel skeleton 300 can be improved, and make Obtain the whole application scenarios poured when exterior wall can be applied to height more than 4.5m of assembled self-locking connection of the invention.
Referring to Fig. 9-1 and Fig. 9-2, above-mentioned diagonal brace reinforcing bar 318 is using narrow gap angle steel is to GJ2 and its end has inclination End face, positioned at connecting node, the diagonal brace positioned at rightmost of the left part of diagonal brace reinforcing bar 318 of leftmost and left wall frame reinforcing bar 305 The right part of reinforcing bar 318 and the connecting node of right wall frame reinforcing bar 306 are the 4th class node J4, adjacent two diagonal brace reinforcing bars 318 with The connecting node of the connecting node of left window frame reinforcing bar 301, adjacent two diagonal brace reinforcing bars 318 and right window frame reinforcing bar 302, adjacent two Diagonal brace reinforcing bar 318 is the 5th class node J5 with the connecting node of middle wall body reinforcing bar 317；The structure type of the 5th class node J5 For：Two L-shaped steel nail GD are had additional on the basis of first kind node J1.
As shown in Fig. 8 to Figure 10-2, the assembled self-locking of the embodiment of the present invention two connection is whole pour exterior wall also with embodiment one With following difference：In the present embodiment two, steel skeleton unit belongs in the hollow space of concreting inner chamber, left wall frame steel Drawknot has one to be located at rectangle wall window W tops and horizontally disposed deformed bar 500 between bone 305 and right wall frame reinforcing bar 306 Rectangle wall window W lower sections and horizontally disposed deformed bar 500, upper left wall frame reinforcing bar 307 and bottom left wall frame steel are located at one Drawknot has a deformed bar 500 being vertically arranged between bone 310, upper right wall frame reinforcing bar 309 and bottom right wall frame reinforcing bar 312 it Between drawknot have a deformed bar 500 being vertically arranged, between left wall frame reinforcing bar 305 and upper middle wall frame reinforcing bar 308, Shang Zhongqiang Between frame reinforcing bar 308 and right wall frame reinforcing bar 306, between right wall frame reinforcing bar 306 and lower middle wall frame reinforcing bar 311, lower middle wall frame reinforcing bar The deformed bar 500 that equal drawknot has one to be obliquely installed between 311 and left wall frame reinforcing bar 305.
Embodiment three
As shown in figure 11, the assembled self-locking whole exterior wall that pours of connection of the embodiment of the present invention two is essentially identical with embodiment one, Their difference is：The assembled self-locking of the present embodiment two connects the whole exterior wall that pours and has additional at least one rectangle wall window W, reinforcing bar Frame 300 is provided with to be arranged with rectangle wall window W quantity identical steel skeleton units, each steel skeleton unit horizontal, also, adjacent two The left phase of wall frame reinforcing bar 305 of the right wall frame reinforcing bar 306 of left steel skeleton unit and right steel skeleton unit in individual steel skeleton unit Overlap and be fixedly connected and be integral.
Referring to Fig. 2-1, Fig. 8 and Figure 11, the assembled self-locking connection of the embodiment of the present invention one to embodiment three is whole to pour exterior wall It is installed between adjacent upper strata girder steel 600 and lower floor girder steel 700 and adjacent left vertical member 800 is vertical with right Between component 900, the whole steel skeleton 300 for pouring exterior wall of assembled self-locking connection the upper left wall frame comprising each steel skeleton unit Reinforcing bar 307, upper middle wall frame reinforcing bar 308 and upper right 309 lower surface with upper strata girder steel 600 of wall frame reinforcing bar are connected, assembling The whole steel skeleton 300 for pouring exterior wall of formula self-locking connection the bottom left wall frame reinforcing bar 310 comprising each steel skeleton unit, lower middle wall frame The upper surface of reinforcing bar 311 and bottom right wall frame reinforcing bar 312 with lower floor girder steel 700 is connected, and assembled self-locking connection is whole to pour outer The left wall frame reinforcing bar 305 that the steel skeleton 300 of wall is located at leftmost steel skeleton unit is connected with the right side of left vertical member 800 Fixed, the whole steel skeleton 300 for pouring exterior wall of assembled self-locking connection is located at right wall frame reinforcing bar 306 and the right side of rightmost steel skeleton unit The left side of square vertical member 900 is connected.Wherein, left vertical member 800 and right vertical member 900 are steel column or cut Power wall.
The present invention is not limited to above-mentioned specific embodiment, according to the above, according to the ordinary technical knowledge of this area And customary means, under the premise of above-mentioned basic fundamental thought of the invention is not departed from, the present invention can also make other diversified forms Equivalent modifications, replace or change, all fall among protection scope of the present invention.

Claims (8)

1. a kind of assembled self-locking connection is whole pours exterior wall, by outer panels (100), wainscot (200), steel skeleton (300) and foaming Concrete (400) is constituted, and the outer panels (100) and wainscot (200) are respectively and fixedly installed to the outer of the steel skeleton (300) On end face and inner face, the foamed concrete (400) is cast in the concreting inner chamber of the steel skeleton (300), its It is characterised by：Described assembled self-locking connection is whole to pour exterior wall and is provided with rectangle wall window (W), and the steel skeleton (300) is to be provided with steel The self-locking steel skeleton of skeleton unit；
The steel skeleton unit is by left window frame reinforcing bar (301), right window frame reinforcing bar (302), upper window frame reinforcing bar (303), lower casement section steel Bone (304), left wall frame reinforcing bar (305), right wall frame reinforcing bar (306), upper left wall frame reinforcing bar (307), upper middle wall frame reinforcing bar (308), Upper right wall frame reinforcing bar (309), bottom left wall frame reinforcing bar (310), lower middle wall frame reinforcing bar (311), bottom right wall frame reinforcing bar (312), upper left Wall reinforcing bar (313), upper right wall reinforcing bar (314), lower-left wall reinforcing bar (315), bottom right wall reinforcing bar (316) and many centres Wall reinforcing bar (317) is connected by self-locking manner and constituted, and the self-locking manner is：The left window frame reinforcing bar (301) and right casement section steel Bone (302) use channel-section steel (GJ1), the upper window frame reinforcing bar (303), lower window frame reinforcing bar (304), upper left wall frame reinforcing bar (307), Wall frame reinforcing bar (308), upper right wall frame reinforcing bar (309), bottom left wall frame reinforcing bar (310), lower middle wall frame reinforcing bar (311), bottom right in upper Wall frame reinforcing bar (312), upper left wall reinforcing bar (313), upper right wall reinforcing bar (314), lower-left wall reinforcing bar (315) and bottom right wall Reinforcing bar (316) uses narrow gap angle steel to (GJ2), the left wall frame reinforcing bar (305), right wall frame reinforcing bar (306) and middle walls Body reinforcing bar (317) is using broad gap angle steel to (GJ3), and the narrow gap angle steel is equal to (GJ3) to (GJ2) and broad gap angle steel It is made up of outboard angle (WJ) and inner side angle steel (NJ), the interior angle side of the outboard angle (WJ) and inner side angle steel (NJ) is relative to be set Put, parallel edges (pb) is arranged in parallel, coplanar side (gb) is in the same plane and leaves gap, the narrow gap angle steel pair (GJ2) it is coplanar while gap (ZJX) less than the broad gap angle steel to (GJ3) it is coplanar while gap (KJX)；The left wall frame steel Bone (305), left window frame reinforcing bar (301), right window frame reinforcing bar (302) and right wall frame reinforcing bar (306) are isometric and erect from left to right successively To setting, the groove of the left window frame reinforcing bar (301) is set to the left, and the groove of the right window frame reinforcing bar (302) is set to the right, institute State left wall frame reinforcing bar (307), upper left wall reinforcing bar (313), lower-left wall reinforcing bar (315) and bottom left wall frame reinforcing bar (310) according to It is secondary from top to bottom arrangement and one end is both connected on left wall frame reinforcing bar (305), the other end is both connected to left window frame reinforcing bar (301) on, the upper middle wall frame reinforcing bar (308), upper window frame reinforcing bar (303), lower window frame reinforcing bar (304) and lower middle wall frame reinforcing bar (311) from top to bottom arrange successively and one end is both connected on the left window frame reinforcing bar (301), the other end is both connected to On right window frame reinforcing bar (302), the upper right wall frame reinforcing bar (309), upper right wall reinforcing bar (314), bottom right wall reinforcing bar (316) and Bottom right wall frame reinforcing bar (312) is from top to bottom arranged successively and one end is both connected on the right window frame reinforcing bar (302), another End is both connected on right wall frame reinforcing bar (306), the upper left wall frame reinforcing bar (307), upper middle wall frame reinforcing bar (308) and upper right wall Frame reinforcing bar (309) in same level, the upper left wall reinforcing bar (313), upper window frame reinforcing bar (303) and upper right wall steel Bone (314) in same level, the lower-left wall reinforcing bar (315), lower window frame reinforcing bar (304) and bottom right wall reinforcing bar (316) in same level, the bottom left wall frame reinforcing bar (310), lower middle wall frame reinforcing bar (311) and bottom right wall frame reinforcing bar (312) in same level, the upper left wall frame reinforcing bar (307) is concordant with the upper end of left wall frame reinforcing bar (305), it is described under Left wall frame reinforcing bar (310) is concordant with the lower end of left wall frame reinforcing bar (305), and at least one is located at the upper left wall reinforcing bar (313) Middle wall body reinforcing bar (317) one end between lower-left wall reinforcing bar (315) is connected on left wall frame reinforcing bar (305), The other end is connected on left window frame reinforcing bar (301), and at least one is located at the upper right wall reinforcing bar (314) and bottom right wall steel Middle wall body reinforcing bar (317) one end between bone (316) is connected on right window frame reinforcing bar (302), the other end connection On right wall frame reinforcing bar (306), at least one institute being located between the left window frame reinforcing bar (301) and right window frame reinforcing bar (302) State that middle wall body reinforcing bar (317) one end is connected on middle wall frame reinforcing bar (308), the other end is connected to upper window frame reinforcing bar (303) on, at least one middle wall body steel being located between the left window frame reinforcing bar (301) and right window frame reinforcing bar (302) Bone (317) one end is connected on lower window frame reinforcing bar (304), the other end is connected on lower middle wall frame reinforcing bar (311)；Wherein, The left wall frame reinforcing bar (305) and the connecting node of upper left wall frame reinforcing bar (307) and the connection section of upper left wall reinforcing bar (313) The connecting node and middle wall body reinforcing bar of the connecting node and bottom left wall frame reinforcing bar (310) of point and lower-left wall reinforcing bar (315) (317) connecting node is the 4th class node (J4), the left window frame reinforcing bar (301) and upper left wall frame reinforcing bar (307) and upper The connecting node of middle wall frame reinforcing bar (308) and the connecting node and a left side of upper left wall reinforcing bar (313) and upper window frame reinforcing bar (303) Lower wall reinforcing bar (315) and the connecting node and bottom left wall frame reinforcing bar (310) and lower middle wall frame reinforcing bar of lower window frame reinforcing bar (304) (311) connecting node is the company of first kind node (J1), the left window frame reinforcing bar (301) and middle wall body reinforcing bar (317) Node is connect for Equations of The Second Kind node (J2), the right window frame reinforcing bar (302) and upper middle wall frame reinforcing bar (308) and upper right wall frame reinforcing bar (309) connecting node and the connecting node and lower window frame reinforcing bar of upper window frame reinforcing bar (303) and upper right wall reinforcing bar (314) (304) and bottom right wall reinforcing bar (316) connecting node and the company of lower middle wall frame reinforcing bar (311) and bottom right wall frame reinforcing bar (312) Connect node and be first kind node (J1), the connecting node of the right window frame reinforcing bar (302) and middle wall body reinforcing bar (317) is the Two class nodes (J2), the connecting node and upper right wall reinforcing bar of the right wall frame reinforcing bar (306) and upper right wall frame reinforcing bar (309) Connecting node (314) and the connecting node of the connecting node of bottom right wall reinforcing bar (316) and bottom right wall frame reinforcing bar (312), The 4th class node (J4), the middle wall body reinforcing bar (317) and upper middle wall are with the connecting node of middle wall body reinforcing bar (317) The connecting node of frame reinforcing bar (308) and the connection section of the connecting node of upper window frame reinforcing bar (303) and lower window frame reinforcing bar (304) The connecting node of point and lower middle wall frame reinforcing bar (311) is the 3rd class node (J3)；
By the left window frame reinforcing bar (301), upper window frame reinforcing bar (303), right window frame reinforcing bar (302) and lower window frame reinforcing bar (304) institute The window for surrounding is whole rectangle wall window (W) for pouring exterior wall of assembled self-locking connection, and institute is removed in the steel skeleton unit inside State the concreting inner chamber that the hollow space outside space where rectangle wall window (W) belongs to the steel skeleton (300)；
The structure type of the first kind node (J1) is：Two pairs of narrow gap angle steel pass through four L-shaped to the end of (GJ2) Steel nail (GD) is connected on a channel-section steel (GJ1), and one pair of which is located at the groove side, another right of the channel-section steel (GJ1) Positioned at the rear side of the channel-section steel (GJ1), i.e., for the narrow gap angle steel positioned at groove side to (GJ2), its outboard angle (WJ) and The coplanar side (gb) of inner side angle steel (NJ) offers L-shaped breach (qk) positioned at end, parallel edges (pb) and is provided near institute The through hole of L-shaped breach (qk) is stated, the long leg of the L-shaped breach (qk) is close to the parallel edges (pb) setting, the lateral angle Coplanar side (gb) end of steel (WJ) and inner side angle steel (NJ) is welded with the band in the short leg of the L-shaped breach (qk) Hole steel plate (KB)；For the narrow gap angle steel positioned at rear side to (GJ2), the end of its outboard angle (WJ) and inner side angle steel (NJ) Portion is welded with the steel plate with holes (KB) positioned at interior angle side；The web of the channel-section steel (GJ1) corresponds to the first kind node (J1) position is provided with an interior side through hole and an outer side through hole near its outside wing plate near its inner side wing plate, institute State channel-section steel (GJ1) inner side wing plate and outside wing plate both correspond to first kind node (J1) position be provided with one lead to Hole；The outside wing plate of the channel-section steel (GJ1) is inserted in L-shaped breach (qk) long leg of the outboard angle (WJ), inboard wing Plate inserting is arrived in L-shaped breach (qk) long leg of the inner side angle steel (NJ), a L-shaped in the first kind node (J1) Steel nail (GD) is placed through the narrow gap angle steel of groove side to outboard angle (WJ) parallel edges (pb) through hole of (GJ2) and outer Side wing through hole, a L-shaped steel nail (GD) pass through and are welded on the narrow gap angle steel positioned at rear side to the outer of (GJ2) The through hole of outside wing plate is close on steel plate with holes (KB) through hole, web on side angle steel (WJ) and is welded on positioned at groove side outside Steel plate with holes (KB) through hole, a L-shaped steel nail (GD) on angle steel (WJ) are placed through the narrow gap angle of groove side Steel is worn to inner side angle steel (NJ) parallel edges (pb) through hole of (GJ2) and inner side wing plate through hole, L-shaped steel nail (GD) described in last root Cross be welded on inner side angle steel (NJ) of the narrow gap angle steel positioned at rear side to (GJ2) steel plate with holes (KB) through hole, Near the through hole and steel plate with holes (KB) through hole being welded on groove side inner side angle steel (NJ) of inner side wing plate on web；
The structure type of the Equations of The Second Kind node (J2) is：Narrow gap angle steel described in a pair passes through two L-shaped to the end of (GJ2) Steel nail (GD) is connected on a channel-section steel (GJ1) and positioned at the groove side of the channel-section steel (GJ1), i.e., this is positioned at the narrow of groove side To (GJ2), the coplanar side (gb) of its outboard angle (WJ) and inner side angle steel (NJ) offers the L-shaped positioned at end to gap angle steel Breach (qk), parallel edges (pb) are provided with the through hole near the L-shaped breach (qk), and the long leg of the L-shaped breach (qk) is tight Paste the parallel edges (pb) setting；The inner side wing plate and outside wing plate of the channel-section steel (GJ1) both correspond to the Equations of The Second Kind node (J2) position is provided with a through hole；The outside wing plate inserting of the channel-section steel (GJ1) lacks to the L-shaped of the outboard angle (WJ) In mouth (qk) long leg, in inner side wing plate inserting to L-shaped breach (qk) long leg of the inner side angle steel (NJ), the Equations of The Second Kind section A L-shaped steel nail (GD) in point (J2) through outboard angle (WJ) parallel edges (pb) through hole positioned at groove side and Outside wing plate through hole, another L-shaped steel nail (GD) are through described inner side angle steel (NJ) parallel edges (pb) positioned at groove side Through hole and inner side wing plate through hole；
The structure type of the 3rd class node (J3) is：Broad gap angle steel described in a pair passes through two L-shaped to the end of (GJ3) Steel nail (GD) is connected to narrow gap angle steel described in a pair on (GJ2), i.e. outboard angle (WJ) of the broad gap angle steel to (GJ3) Yi word pattern breach (yz) positioned at end, parallel edges (pb) are offered with the coplanar side (gb) of inner side angle steel (NJ) to be provided with and lean on The through hole of the nearly yi word pattern breach (yz), the parallel edges (pb) of being close to of the yi word pattern breach (yz) is set；Narrow gap Angle steel corresponds to outboard angle (WJ) parallel edges (pb) and inner side angle steel of the 3rd class node (J3) position to (GJ2) (NJ) parallel edges (pb) is provided with a through hole；The narrow gap angle steel is inserted to outboard angle (WJ) parallel edges (pb) of (GJ2) In being attached to the yi word pattern breach (yz) of the outboard angle (WJ), inner side angle steel (NJ) parallel edges (pb) inserting to the medial angle In the yi word pattern breach (yz) of steel (NJ), a L-shaped steel nail (GD) in the 3rd class node (J3) passes through described narrow Clearance angle steel is put down to outboard angle (WJ) parallel edges (pb) through hole and broad gap angle steel of (GJ2) to the outboard angle (WJ) of (GJ3) Row side (pb) through hole, another L-shaped steel nail (GD) are parallel to the inner side angle steel (NJ) of (GJ2) through the narrow gap angle steel Inner side angle steel (NJ) parallel edges (pb) through hole of side (pb) through hole and broad gap angle steel to (GJ3)；
The structure type of the 4th class node (J4) is：Narrow gap angle steel described in a pair passes through two L-shaped to the end of (GJ2) Steel nail (GD) is connected to broad gap angle steel described in a pair on (GJ3), i.e. outboard angle (WJ) of the narrow gap angle steel to (GJ2) The through hole near end is provided with the parallel edges (pb) of inner side angle steel (NJ)；Broad gap angle steel corresponds to described the to (GJ3) Outboard angle (WJ) parallel edges (pb) and inner side angle steel (NJ) parallel edges (pb) of four class node (J4) positions are provided with one Individual through hole；A L-shaped steel nail (GD) in 3rd class node (J3) is through the narrow gap angle steel to the outside of (GJ2) Outboard angle (WJ) parallel edges (pb) through hole, the Ling Yigen of angle steel (WJ) parallel edges (pb) through hole and broad gap angle steel to (GJ3) The L-shaped steel nail (GD) is through the narrow gap angle steel to inner side angle steel (NJ) parallel edges (pb) through hole and broad gap of (GJ2) Inner side angle steel (NJ) parallel edges (pb) through hole of angle steel to (GJ3).
2. assembled self-locking connection according to claim 1 is whole pours exterior wall, it is characterised in that：The steel skeleton unit also sets There are many diagonal brace reinforcing bars (318)；The left wall frame reinforcing bar (305), left window frame reinforcing bar (301), positioned at the lower window frame reinforcing bar (304) each middle wall body reinforcing bar (317) of horizontal plane lower position, right window frame reinforcing bar (302) and right wall frame reinforcing bar where (306) in, two adjacent reinforcing bars of any left and right are located at the position of horizontal plane lower position where the lower window frame reinforcing bar (304) Between be respectively connected with a diagonal brace reinforcing bar (318), also, each diagonal brace reinforcing bar (318) forms the saw for extending from left to right Tooth trace shape, wherein, set with the state for upwardly extending from left to right positioned at the diagonal brace reinforcing bar (318) of leftmost, positioned at most right The diagonal brace reinforcing bar (318) of side is set with the state for extending downwardly from left to right.
3. assembled self-locking connection according to claim 2 is whole pours exterior wall, it is characterised in that：The diagonal brace reinforcing bar (318) Using narrow gap angle steel is to (GJ2) and its end has inclined end face, described diagonal brace reinforcing bar (318) left end positioned at leftmost Connecting node of the portion with the left wall frame reinforcing bar (305), diagonal brace reinforcing bar (318) right part and the right side positioned at rightmost The connecting node of wall frame reinforcing bar (306) is the 4th class node (J4), adjacent two diagonal brace reinforcing bars (318) and the left casement section steel The connecting node of bone (301), connecting node, adjacent two of adjacent two diagonal brace reinforcing bars (318) and the right window frame reinforcing bar (302) Root diagonal brace reinforcing bar (318) is the 5th class node (J5) with the connecting node of middle wall body reinforcing bar (317)；The 5th class node (J5) structure type is：Two L-shaped steel nails (GD) are had additional on the basis of the first kind node (J1).
4. assembled self-locking connection according to claim 1 is whole pours exterior wall, it is characterised in that：The steel skeleton unit belongs to In the hollow space of the concreting inner chamber, drawknot between the left wall frame reinforcing bar (305) and right wall frame reinforcing bar (306) There is one to be located at the rectangle wall window (W) top and horizontally disposed deformed bar (500) and one are positioned at the rectangle wall Window (W) lower section and horizontally disposed deformed bar (500), the upper left wall frame reinforcing bar (307) and bottom left wall frame reinforcing bar (310) Between drawknot have a deformed bar being vertically arranged (500), the upper right wall frame reinforcing bar (309) and bottom right wall frame reinforcing bar (312) drawknot has a deformed bar being vertically arranged (500), the left wall frame reinforcing bar (305) and upper middle wall frame steel between Between bone (308), between the upper middle wall frame reinforcing bar (308) and right wall frame reinforcing bar (306), the right wall frame reinforcing bar (306) with Between lower middle wall frame reinforcing bar (311), equal drawknot has one between the lower middle wall frame reinforcing bar (311) and left wall frame reinforcing bar (305) The deformed bar (500) being obliquely installed.
5. the assembled self-locking connection according to Claims 1-4 any one whole pours exterior wall, it is characterised in that：Described The whole exterior wall that pours of assembled self-locking connection has additional rectangle wall window (W) described at least one, the steel skeleton (300) be provided with it is described Steel skeleton unit described in rectangle wall window (W) quantity identical, each steel skeleton unit horizontal arrangement, also, two adjacent institutes State the right wall frame reinforcing bar (306) of left steel skeleton unit in steel skeleton unit and the left wall frame reinforcing bar of right steel skeleton unit (305) coincide and be fixedly connected integral.
6. the assembled self-locking connection according to Claims 1-4 any one whole pours exterior wall, it is characterised in that：The groove Steel (GJ1) is standard-sized cold bending thin wall channel-section steel, and the outboard angle (WJ) and inner side angle steel (NJ) are standard-sized Cold bending thin wall angle steel.
7. the assembled self-locking connection according to Claims 1-4 any one whole pours exterior wall, it is characterised in that：Described The whole exterior wall that pours of assembled self-locking connection is arranged between adjacent upper strata girder steel (600) and lower floor's girder steel (700) and adjacent Between left vertical member (800) and right vertical member (900), the whole steel skeleton for pouring exterior wall of assembled self-locking connection (300) upper left wall frame reinforcing bar (307), upper middle wall frame reinforcing bar (308) and the upper right wall frame steel of each steel skeleton unit are included Lower surface of the bone (309) with the upper strata girder steel (600) is connected, the whole reinforcing bar for pouring exterior wall of assembled self-locking connection Frame (300) includes bottom left wall frame reinforcing bar (310), lower middle wall frame reinforcing bar (311) and the bottom right wall frame of each steel skeleton unit Upper surface of the reinforcing bar (312) with lower floor's girder steel (700) is connected, the whole steel for pouring exterior wall of assembled self-locking connection Skeleton (300) is positioned at the left wall frame reinforcing bar (305) of leftmost steel skeleton unit and the right side of the left vertical member (800) It is connected, the whole right wall frame of the steel skeleton (300) positioned at rightmost steel skeleton unit for pouring exterior wall of assembled self-locking connection Reinforcing bar (306) is connected with the left side of the right vertical member (900)；Wherein, the left vertical member (800) and Right vertical member (900) is steel column or shear wall.
8. the assembled self-locking connection according to Claims 1-4 any one whole pours exterior wall, it is characterised in that：Described Outer panels (100) and wainscot (200) are wood cement board, and described foamed concrete (400) is water proof type light foam Concrete.
CN201610102526.XA 2016-02-24 2016-02-24 A kind of assembled self-locking connection is whole to pour exterior wall Active CN105587054B (en)

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CN2512844Y (en) * 2001-08-20 2002-09-25 高文利 Outer hanging type decorative composite external wall thermal insulation board
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CN205530847U (en) * 2016-02-24 2016-08-31 广东省建筑设计研究院 Whole outer wall that waters is connected in assembled auto -lock

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