CN205530847U - Whole outer wall that waters is connected in assembled auto -lock - Google Patents

Abstract

The utility model discloses a whole outer wall that waters is connected in assembled auto -lock comprises outside board (100), interior panel (200), steel skeleton (300) and foaming concrete (400), outside board (100) and interior panel (200) fixed mounting respectively are in on the outer terminal surface and interior terminal surface of steel skeleton (300), foaming concrete (400) is pour in the concrete placement inner chamber of steel skeleton (300), its characterized in that: whole outer wall that waters is connected in assembled auto -lock be equipped with rectangle wall window (W), steel skeleton (300) for be equipped with steel backbone unit from the locking -type steel skeleton. The utility model has the advantages of connect simple, make convenient, the equipment is fast, the component material purchase is convenient, be fit for industrialization installation production, save with the steel volume, reduce manufacturing cost.

Description

A kind of assembled self-locking connection is whole waters exterior wall

Technical field

This utility model relates to a kind of assembled self-locking and connects and whole water exterior wall.

Background technology

Body of wall bulk mainly has autoclave aerated concrete building block, normal concrete small hollow block and gently collects at present Material concrete small size hollow building block etc..These bodies of wall from great, long construction period, be unfavorable for industrialized production. Under country carries forward vigorously the overall background of housing industrialization, fabricated exterior wall just seems necessary.

As it is shown in figure 1, Chinese utility model patent ZL201320455988.1 discloses a kind of light-gauge steel section again Closing Side fascia, it uses articulated constuction, by outer panels 12, wainscot 1, steel skeleton, internal reinforcing bar 5 Form with foamed concrete 13, outer panels 12 and wainscot 1 be respectively and fixedly installed to steel skeleton outer face and On inner face, foamed concrete 13 is cast in the concreting inner chamber of steel skeleton, and internal reinforcing bar 5 is arranged In steel skeleton and be embedded in foamed concrete 13, wherein, steel skeleton by the horizontal Os Draconis of inner side light-gauge steel section 2, The outside horizontal Os Draconis of light-gauge steel section 8, middle light-gauge steel section centre keel 4 and upper and lower U-shaped reinforcing bar 6 form, intermediate thin Wall-shaped steel centre keel 4 is by both sides U-shaped light-gauge steel section centre keel and spaced inner thin-walled shaped steel centre keel Composition, and, 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 is deposited In following deficiency:

First, need to use connecting plate to add bolt and be attached during each reinforcing bar composition steel skeleton, connected mode is time-consuming, Loaded down with trivial details；

Second, exterior wall needs additional internal reinforcing bar, and slowed down speed of application；

3rd, each reinforcing bar of composition steel skeleton all uses cold bending thin wall channel members, and steel using amount is big, cost is high.

Utility model content

Technical problem to be solved in the utility model is: offer a kind of assembled self-locking connection is whole waters exterior wall.

Solving above-mentioned technical problem, the technical scheme that this utility model is used is as follows:

A kind of assembled self-locking connection is whole waters exterior wall, by outer panels, wainscot, steel skeleton and foamed concrete group Becoming, described outer panels and wainscot are respectively and fixedly installed on outer face and the inner face of described steel skeleton, described Foamed concrete is cast in the concreting inner chamber of described steel skeleton, it is characterised in that: described assembled Self-locking connects the whole exterior wall that waters and is provided with rectangle wall window, and described steel skeleton is the self-locking reinforcing bar being provided with steel skeleton unit Frame.

Described 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, a left side Wall frame reinforcing bar, 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 reinforcing bar, bottom right wall frame reinforcing bar, upper left body of wall reinforcing bar, upper right body of wall reinforcing bar, lower-left wall Body reinforcing bar, bottom right body of wall reinforcing bar and Duo Gen middle wall body reinforcing bar connect composition, this self-locking manner by self-locking manner For: described left window frame reinforcing bar and right window frame reinforcing bar all use channel-section steel, described 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 body of wall reinforcing bar, upper right body of wall reinforcing bar, lower-left body of wall reinforcing bar and bottom right body of wall reinforcing bar are equal Narrow gap angle steel pair, described left wall frame reinforcing bar, right wall frame reinforcing bar and middle wall body reinforcing bar is used all to use broad gap Angle steel pair, described narrow gap angle steel to and broad gap angle steel form by outboard angle and inner side angle steel, described The interior angle side of outboard angle and inner side angle steel is oppositely arranged, parallel edges is arranged in parallel, coplanar limit is positioned at same In plane and leave gap, the gap, coplanar limit of described narrow gap angle steel pair less than described broad gap angle steel to being total to Gap, limit, face；Described left wall frame reinforcing bar, left window frame reinforcing bar, right window frame reinforcing bar and right wall frame reinforcing bar are isometric and successively The most vertically arranged, the groove of described left window frame reinforcing bar is arranged to the left, the groove of described right window frame reinforcing bar to Right setting, described upper left wall frame reinforcing bar, upper left body of wall reinforcing bar, lower-left body of wall reinforcing bar and bottom left wall frame reinforcing bar are successively From top to bottom arrange and one end is both connected on left wall frame reinforcing bar, the other end is both connected to left window frame reinforcing bar On, described middle wall frame reinforcing bar, upper window frame reinforcing bar, lower window frame reinforcing bar and lower middle wall frame reinforcing bar are the most from top to bottom Arrange and one end be both connected on described left window frame reinforcing bar, the other end is both connected on right window frame reinforcing bar, Described upper right wall frame reinforcing bar, upper right body of wall reinforcing bar, bottom right body of wall reinforcing bar and bottom right wall frame reinforcing bar are the most from top to bottom Arrange and one end be both connected on described right window frame reinforcing bar, the other end is both connected on right wall frame reinforcing bar, Described upper left wall frame reinforcing bar, upper middle wall frame reinforcing bar and upper right wall frame reinforcing bar are positioned in same level, described upper left Body of wall reinforcing bar, upper window frame reinforcing bar and upper right body of wall reinforcing bar are positioned in same level, described lower-left body of wall reinforcing bar, Lower window frame reinforcing bar and bottom right body of wall reinforcing bar are positioned in same level, described bottom left wall frame reinforcing bar, lower middle wall frame steel Bone and bottom right wall frame reinforcing bar are positioned in same level, and described upper left wall frame reinforcing bar is held level with both hands on left wall frame reinforcing bar Together, described bottom left wall frame reinforcing bar is concordant with the lower end of left wall frame reinforcing bar, and at least one is positioned at described upper left body of wall steel Described middle wall body reinforcing bar one end between bone and lower-left body of wall reinforcing bar is connected on left wall frame reinforcing bar, the other end Portion is connected on left window frame reinforcing bar, and at least one between described upper right body of wall reinforcing bar and bottom right body of wall reinforcing bar Described middle wall body reinforcing bar one end is connected on right window frame reinforcing bar, the other end is connected on right wall frame reinforcing bar, At least described middle wall body reinforcing bar one end between described left window frame reinforcing bar and right window frame reinforcing bar is even Be connected on wall frame reinforcing bar, the other end is connected on upper window frame reinforcing bar, and at least one is positioned at described left window frame Described middle wall body reinforcing bar one end between reinforcing bar and right window frame reinforcing bar is connected on lower window frame reinforcing bar, the other end Portion is connected on lower middle wall frame reinforcing bar；Wherein, described left wall frame reinforcing bar and upper left wall frame reinforcing bar connection node, With upper left body of wall reinforcing bar connect node and lower-left body of wall reinforcing bar connect node and the company of bottom left wall frame reinforcing bar The connection node connecing node and middle wall body reinforcing bar is the 4th category node, described left window frame reinforcing bar and upper left wall Frame reinforcing bar and upper middle wall frame reinforcing bar connect node and upper left body of wall reinforcing bar and the connection node of upper window frame reinforcing bar, With lower-left body of wall reinforcing bar and lower window frame reinforcing bar connect node and bottom left wall frame reinforcing bar and the company of lower middle wall frame reinforcing bar Connecing node and be first kind node, described left window frame reinforcing bar is Equations of The Second Kind joint with the connection node of middle wall body reinforcing bar Point, described right window frame reinforcing bar and upper middle wall frame reinforcing bar and the connection node of upper right wall frame reinforcing bar and upper window frame reinforcing bar With upper right body of wall reinforcing bar connect node and lower window frame reinforcing bar and the connection node of bottom right body of wall reinforcing bar and lower in The connection node of wall frame reinforcing bar and bottom right wall frame reinforcing bar is first kind node, described right window frame reinforcing bar and middle walls The connection node of body reinforcing bar is Equations of The Second Kind node, the connection node of described right wall frame reinforcing bar and upper right wall frame reinforcing bar, With upper right body of wall reinforcing bar connect node and bottom right body of wall reinforcing bar connect node and the company of bottom right wall frame reinforcing bar Connect the connection node of node and middle wall body reinforcing bar and be the 4th category node, described middle wall body reinforcing bar with upper in Wall frame reinforcing bar connect node and upper window frame reinforcing bar connect node and the connection node of lower window frame reinforcing bar and In lower, the connection node of wall frame reinforcing bar is the 3rd category node；

The window surrounded by described left window frame reinforcing bar, upper window frame reinforcing bar, right window frame reinforcing bar and lower window frame reinforcing bar is i.e. Connecting the whole rectangle wall window watering exterior wall for described assembled self-locking, described steel skeleton unit is internal except described rectangle wall Hollow space outside space, window place belongs to the concreting inner chamber of described steel skeleton.

Wherein, the version of described first kind node is: two to the end of described narrow gap angle steel pair by four Root L-shaped steel nail is connected on a described channel-section steel, and one pair of which be positioned at this channel-section steel groove side, another It is pointed to the rear side of this channel-section steel, i.e. for being positioned at the narrow gap angle steel pair of groove side, its outboard angle and inner side The coplanar limit of angle steel all offer be positioned at the L-shaped breach of end, parallel edges all has near described L-shaped breach Through hole, the long leg of described L-shaped breach be close to described parallel edges arrange, described outboard angle and medial angle The end, coplanar limit of steel is all welded with the steel plate with holes of the short leg being positioned at described L-shaped breach；For being positioned at The narrow gap angle steel pair of rear side, the end of its outboard angle and inner side angle steel is all welded with the band being positioned at interior angle side Hole steel plate；The web of described channel-section steel has one near its inboard wing corresponding to described first kind node position The interior side through hole of plate and outer side through hole of wing plate, the inner side wing plate of described channel-section steel and an ala lateralis outside it Plate both corresponds to described first kind node position and has a through hole；The outside wing plate of described channel-section steel is inserted to In the L-shaped breach long leg of described outboard angle, inner side wing plate be inserted to the L-shaped breach of described inner side angle steel In long leg, a described L-shaped steel nail in this first kind node pass described in be positioned at the laterior horn of groove side Steel parallel edges through hole and outside wing plate through hole, a described L-shaped steel nail are welded on and are positioned at rear side described in passing On steel plate through hole with holes in outboard angle, web, the through hole and being welded near outside wing plate is positioned at outside groove side Steel plate through hole with holes on side angle steel, a described L-shaped steel nail are positioned at the inner side angle steel of groove side described in passing L-shaped steel nail described in parallel edges through hole and inner side wing plate through hole, last root is welded on and is positioned at the back side described in passing Near the through hole of inner side wing plate be welded on and be positioned at groove side on the steel plate through hole with holes on angle steel, web inside side Steel plate through hole with holes on the angle steel of inner side；

The version of described Equations of The Second Kind node is: two L are passed through in the end of narrow gap angle steel pair described in a pair Shape steel nail is connected on a described channel-section steel and is positioned at the groove side of this channel-section steel, and i.e. this is positioned at the narrow gap of groove side The coplanar limit of angle steel pair, its outboard angle and inner side angle steel all offers and is positioned at the L-shaped breach of end, parallel Limit all has the through hole near described L-shaped breach, and the long leg of described L-shaped breach is close to described parallel edges and is set Put；The inner side wing plate of described channel-section steel and outside wing plate both correspond to described Equations of The Second Kind node position and have one Through hole；The outside wing plate of described channel-section steel is inserted in the L-shaped breach long leg of described outboard angle, inboard wing Plate is inserted in the L-shaped breach long leg of described inner side angle steel, a described L-shaped in this Equations of The Second Kind node Steel nail is positioned at L described in the outboard angle parallel edges through hole of groove side and outside wing plate through hole, another root described in passing Shape steel nail is positioned at inner side angle steel parallel edges through hole and the inner side wing plate through hole of groove side described in passing；

The version of described 3rd category node is: two L are passed through in the end of broad gap angle steel pair described in a pair Shape steel nail is connected to narrow gap angle steel described in a pair to upper, i.e. the outboard angle of this broad gap angle steel pair and medial angle The coplanar limit of steel all offer be positioned at the yi word pattern breach of end, parallel edges all has near described yi word pattern breach Through hole, described yi word pattern breach be close to described parallel edges arrange；Narrow gap angle steel is to corresponding to the described 3rd Outboard angle parallel edges and the inner side angle steel parallel edges of category node position all have a through hole；Described narrow The outboard angle parallel edges of clearance angle steel pair is inserted in the yi word pattern breach of described outboard angle, inner side angle steel is parallel While be inserted in the yi word pattern breach of described inner side angle steel, a described L-shaped steel nail in the 3rd category node Parallel with the outboard angle of broad gap angle steel pair through the outboard angle parallel edges through hole of described narrow gap angle steel pair L-shaped steel nail described in limit through hole, another root through described narrow gap angle steel pair inner side angle steel parallel edges through hole and The inner side angle steel parallel edges through hole of broad gap angle steel pair；

The version of described 4th category node is: two L are passed through in the end of narrow gap angle steel pair described in a pair Shape steel nail is connected to broad gap angle steel described in a pair to upper, i.e. the outboard angle of this narrow gap angle steel pair and medial angle The parallel edges of steel all has the through hole near end；Broad gap angle steel is in place corresponding to described 4th category node institute Outboard angle parallel edges and the inner side angle steel parallel edges put all have a through hole；In 3rd category node one Described L-shaped steel nail is through the outboard angle parallel edges through hole of described narrow gap angle steel pair and broad gap angle steel pair L-shaped steel nail described in outboard angle parallel edges through hole, another root is through the inner side angle steel of described narrow gap angle steel pair The inner side angle steel parallel edges through hole of parallel edges through hole and broad gap angle steel pair.

In order to improve the intensity of steel skeleton, as a kind of improvement of the present utility model, described steel skeleton unit also sets There are many diagonal brace reinforcing bars；Described left wall frame reinforcing bar, left window frame reinforcing bar, it is positioned at described lower window frame reinforcing bar place level In each middle wall body reinforcing bar of face lower position, right window frame reinforcing bar and right wall frame reinforcing bar, any left and right is adjacent Two reinforcing bars are respectively connected with an institute between the position of described lower window frame reinforcing bar place horizontal plane lower position State diagonal brace reinforcing bar, and, each diagonal brace reinforcing bar forms the jaggies shape extended from left to right, wherein, is positioned at The diagonal brace reinforcing bar of leftmost is arranged with the most upwardly extending state, be positioned at the diagonal brace reinforcing bar of rightmost with by The state that from left to right downwardly extends is arranged.

As a kind of embodiment of the present utility model, described diagonal brace reinforcing bar use narrow gap angle steel to and its end Portion has inclined end face, described in be positioned at the diagonal brace reinforcing bar left part of leftmost and the connecting joint of described left wall frame reinforcing bar Point, described in be positioned at rightmost the connection node of diagonal brace reinforcing bar right part and described right wall frame reinforcing bar be the 4th class Node, adjacent two diagonal brace reinforcing bars and the connection node of described left window frame reinforcing bar, adjacent two diagonal brace reinforcing bars and institute State right window frame reinforcing bar connect node, the connection node of adjacent two diagonal brace reinforcing bars and middle wall body reinforcing bar is the Five category nodes；The version of described 5th category node is: have additional two on the basis of described first kind node L-shaped steel nail described in root.

As a kind of improvement of the present utility model, described steel skeleton unit belongs to the mouth of described concreting inner chamber In font space, between described left wall frame reinforcing bar and right wall frame reinforcing bar, drawknot has one to be positioned on described rectangle wall window Square and horizontally disposed deformed bar and one are positioned at below described rectangle wall window and horizontally disposed prestressing force Reinforcing bar, between described upper left wall frame reinforcing bar and bottom left wall frame reinforcing bar, drawknot has a prestress steel being vertically arranged Muscle, between described upper right wall frame reinforcing bar and bottom right wall frame reinforcing bar, drawknot has a deformed bar being vertically arranged, Between described left wall frame reinforcing bar and upper middle wall frame reinforcing bar, between described middle wall frame reinforcing bar and right wall frame reinforcing bar, institute State equal drawknot between right wall frame reinforcing bar and lower middle wall frame reinforcing bar, between described lower middle wall frame reinforcing bar and left wall frame reinforcing bar There is a deformed bar being obliquely installed.

As a kind of embodiment of the present utility model, described assembled self-locking connect whole water exterior wall have additional to A few described rectangle wall window, described steel skeleton is provided with the described steel skeleton list identical with described rectangle wall window quantity Unit, each steel skeleton unit horizontal layout, and, left steel skeleton in two adjacent described steel skeleton unit The right wall frame reinforcing bar of unit and the left wall frame reinforcing bar of right steel skeleton unit coincide and are fixedly connected into one.

As preferred implementation of the present utility model, described channel-section steel is standard-sized cold bending thin wall channel-section steel, institute State outboard angle and inner side angle steel is standard-sized cold bending thin wall angle steel.

As embodiment of the present utility model, described assembled self-locking connects the whole exterior wall that waters and is arranged on adjacent Between upper strata girder steel and lower floor girder steel and between adjacent left vertical member and right vertical member, described dress Join formula self-locking connect the whole steel skeleton watering exterior wall comprised each steel skeleton unit upper left wall frame reinforcing bar, upper in Wall frame reinforcing bar and upper right wall frame reinforcing bar all lower surfaces with described upper strata girder steel are connected fixing, described assembled self-locking Connect bottom left wall frame reinforcing bar, lower middle wall frame reinforcing bar that the whole steel skeleton watering exterior wall is comprised each steel skeleton unit All be connected fixing with the upper surface of described lower floor girder steel with bottom right wall frame reinforcing bar, described assembled self-locking connects whole watering The steel skeleton of exterior wall is positioned at the left wall frame reinforcing bar of leftmost steel skeleton unit and the right-hand member of described left vertical member Face connects fixing, and described assembled self-locking connects the whole steel skeleton watering exterior wall and is positioned at the right side of rightmost steel skeleton unit Wall frame reinforcing bar is connected fixing with the left side of described right vertical member；Wherein, described left vertical member and the right side Side's vertical member is steel column or shear wall.

As preferred implementation of the present utility model, described outer panels and wainscot are wood cement board, Described foamed concrete is water proof type light foam concrete.

Compared with prior art, this utility model has the advantages that

First, see Fig. 2-1 to Fig. 7-2, the steel skeleton 300 that this utility model is used is by by from lock side Formula connects the steel skeleton unit of composition and constitutes, and this self-locking manner only needs with L-shaped steel nail GD at steel skeleton unit Different parts connects adjacent two or three root type steel beam column to form one of first to fourth category node, i.e. up to To self-locking, the affixed effect of steel skeleton unit, and without using the connected modes such as welding, screw-nut, and nothing Needing additional internal reinforcing bar, therefore, this utility model has and connects fast excellent of simple, easily manufactured, assembling speed Point；

Wherein, the Steel section member of this utility model composition steel skeleton unit only needs to use two kinds of standard-sized types Steel, i.e. channel-section steel GJ1 uses standard-sized cold bending thin wall channel-section steel, forms narrow gap angle steel to GJ2, broad gap Angle steel uses standard-sized cold bending thin wall angle steel to outboard angle WJ and the inner side angle steel NJ of GJ3, it is not necessary to Particularly customized, and, each Steel section member of composition steel skeleton unit can use the clod wash of different length and thickness Thin-wall channel and cold bending thin wall angle steel, to form the steel skeleton 300 of different length and width size flexibly, meet difference The needs of exterior wall size, therefore, this utility model has steel skeleton 300 composition material buying work convenient, applicable Industryization installs the advantage produced；

Further, the steel skeleton unit in this utility model is to use the steel that bending strength is high to connect shape by self-locking Becoming to have the entirety of certain rigidity, it has good wind resistance with main structure body after being connected, can be according to difference Wind load determine that channel members and angle steel are to the thickness of component and quantity (the i.e. number of middle wall body reinforcing bar 317 Amount), the Steel section member of composition steel skeleton unit only need to use channel-section steel to guarantee to bear wall in rectangle wall window W both sides The stress that window both sides are relatively large, other position then uses and is made up of two angle steel and leaves the angle steel in gap Right so that steel skeleton unit saves steel using amount on the basis of having good wind resistance, therefore, this practicality Novel have the advantage saved steel using amount, reduce manufacturing cost on the premise of ensureing wind resistance.

Second, see Fig. 8, this utility model by being additionally provided with many diagonal brace reinforcing bars 318 at steel skeleton unit, The stability of exterior wall can be improved so that it is more safe and reliable.

3rd, see Fig. 8, this utility model is by drawknot between each root type steel beam column in steel skeleton unit Deformed bar, 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 made while can resisting bigger wind load, to save the consumption of steel.

4th, see Fig. 1, exterior wall of the present utility model and upper strata girder steel 600, lower floor's girder steel 700, left Vertical member 800 and right vertical member 900 connect, and form pliability the most overall, when geological process Steel and deformed bar have certain resistance to tension, can bear certain displacement deformation, and form exterior wall Outer panels 100, wainscot 200, steel skeleton 300 and foamed concrete 400 are the material from heavy and light entirely, can Effectively reduce the destruction of seismic force.

5th, outer panels of the present utility model and wainscot all use wood cement board, use wood cement board to spell Connect outer surface, it is possible to make exterior wall have low-carbon (LC), energy-conservation a, environmental protection, fire prevention, fire-retardant, heat insulation, sound insulation, The advantages such as sound-absorbing, protection against the tide, anti-dry rot, adjustable wet, easily processing, finish are various；Foamed concrete uses waterproof Type light foam concrete, can alleviate building deadweight, increase story height, reduce foundation cost.

Accompanying drawing explanation

The utility model 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 Figure；

Fig. 2-1 is this utility model embodiment one exterior wall main TV structure figure with section effect；

Fig. 2-2 is the A-A sectional view of Fig. 2-1；

Fig. 2-3 is the B-B sectional view of Fig. 2-1；

Fig. 3-1 is that in this utility model, the end face of GJ3 is illustrated by narrow gap angle steel by GJ2 and broad gap angle steel Figure；

Fig. 3-2 be in Fig. 3-1 narrow gap angle steel to GJ2 and broad gap angle steel to GJ3 with the C of transparent effect To schematic diagram；

Fig. 4-1 be in Fig. 2-1 first kind node J1 with the plan structure figure of transparent effect；

Fig. 4-2 is the Fig. 4-1 D-D sectional view with transparent effect；

Fig. 5-1 be in Fig. 2-1 Equations of The Second Kind node J2 with the plan structure figure of transparent effect；

Fig. 5-2 is the E-E sectional view of Fig. 5-1；

Fig. 6-1 be in Fig. 2-1 the 3rd category node J3 with the plan structure figure of transparent effect；

Fig. 6-2 is the Fig. 6-1 F-F sectional view with transparent effect；

Fig. 7-1 be in Fig. 2-1 the 4th category node J4 with the plan structure figure of transparent effect；

Fig. 7-2 is the G-G sectional view of Fig. 7-1；

Fig. 8 is this utility model embodiment two exterior wall main TV structure figure with section effect；

Fig. 9-1 be in Fig. 8 the 5th category node J5 with the plan structure figure of transparent effect；

Fig. 9-2 is the Fig. 9-1 H-H sectional view with transparent effect；

Figure 10-1 is the main TV structure schematic diagram of the 6th category node J6 in Fig. 8；

Figure 10-2 is the 6th category node J6 position view at left wall frame reinforcing bar 305；

Figure 11 is this utility model embodiment three exterior wall main TV structure figure with section effect.

Detailed description of the invention

Embodiment one

As Fig. 2-1 is to shown in Fig. 7-2, and the assembled self-locking connection of this utility model embodiment one is whole waters exterior wall, It is made up of outer panels 100, wainscot 200, steel skeleton 300 and foamed concrete 400, outer panels 100 He Wainscot 200 is respectively and fixedly installed on outer face and the inner face of steel skeleton 300, foamed concrete 400 It is cast in the concreting inner chamber of steel skeleton 300.

Seeing Fig. 2-1, the assembled self-locking of this utility model embodiment one connects the whole exterior wall that waters and is provided with a rectangle Wall window W, its steel skeleton 300 is the self-locking steel skeleton being provided with a steel skeleton unit.Wherein, steel skeleton Unit is by left window frame reinforcing bar 301, right window frame reinforcing bar 302, upper window frame reinforcing bar 303, lower window frame reinforcing bar 304, a left side 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 Body reinforcing bar 313, upper right body of wall reinforcing bar 314, lower-left body of wall reinforcing bar 315, bottom right body of wall reinforcing bar 316 and Duo Gen Middle wall body reinforcing bar 317 connects composition by self-locking manner, and this self-locking manner is: left window frame reinforcing bar 301 and the right side Window frame reinforcing bar 302 all uses channel-section steel GJ1, upper window frame reinforcing bar 303, lower window frame reinforcing bar 304, upper left wall frame steel Bone 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 steel Bone 311, bottom right wall frame reinforcing bar 312, upper left body of wall reinforcing bar 313, upper right body of wall reinforcing bar 314, lower-left body of wall steel Bone 315 and bottom right body of wall reinforcing bar 316 all use narrow gap angle steel to GJ2, left wall frame reinforcing bar 305, right wall frame Reinforcing bar 306 and middle wall body reinforcing bar 317 all use broad gap angle steel to GJ3, see Fig. 3-1 and Fig. 3-2, GJ3 is formed by narrow gap angle steel by GJ2 and broad gap angle steel by outboard angle WJ and inner side angle steel NJ, The interior angle side of outboard angle WJ and inner side angle steel NJ is oppositely arranged, parallel edges pb is arranged in parallel, coplanar Limit gb is in the same plane and leaves gap, and narrow gap angle steel is less than width to the coplanar limit gap ZJX of GJ2 The gap angle steel coplanar limit gap KJX to GJ3；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 are isometric and the most vertically arranged, left window frame reinforcing bar 301 recessed Groove is arranged to the left, and the groove of right window frame reinforcing bar 302 is arranged to the right, upper left wall frame reinforcing bar 307, upper left body of wall steel Bone 313, lower-left body of wall reinforcing bar 315 and bottom left wall frame reinforcing bar 310 the most from top to bottom arrange and one end is equal Be 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 the most from top to bottom arrange And one end is both connected on left window frame reinforcing bar 301, the other end is both connected on right window frame reinforcing bar 302, Upper right wall frame reinforcing bar 309, upper right body of wall reinforcing bar 314, bottom right body of wall reinforcing bar 316 and bottom right wall frame reinforcing bar 312 The most from top to bottom arrange and one end is both connected on right window frame reinforcing bar 302, the other end is both connected to the right side On wall frame reinforcing bar 306, 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, upper left body of wall reinforcing bar 313, upper window frame reinforcing bar 303 and upper right body of wall reinforcing bar 314 are positioned at In same level, lower-left body of wall reinforcing bar 315, lower window frame reinforcing bar 304 and bottom right body of wall reinforcing bar 316 are positioned at same On one horizontal plane, bottom left wall frame reinforcing bar 310, lower middle wall frame reinforcing bar 311 and bottom right wall frame reinforcing bar 312 are positioned at same On one horizontal plane, upper left wall frame reinforcing bar 307 is concordant with the upper end of left wall frame reinforcing bar 305, bottom left wall frame reinforcing bar 310 is concordant with the lower end of left wall frame reinforcing bar 305, and at least one is positioned at upper left body of wall reinforcing bar 313 and lower-left body of wall Middle wall body reinforcing bar 317 one end between reinforcing bar 315 is connected on left wall frame reinforcing bar 305, the other end connects Being connected on left window frame reinforcing bar 301, at least one is positioned at upper right body of wall reinforcing bar 314 and bottom right body of wall reinforcing bar 316 Between middle wall body reinforcing bar 317 one end be connected on right window frame reinforcing bar 302, the other end is connected to right wall On frame reinforcing bar 306, at least middle wall body between left window frame reinforcing bar 301 and right window frame reinforcing bar 302 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 middle wall body reinforcing bar 317 between left window frame reinforcing bar 301 and right window frame reinforcing bar 302 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, Left wall frame reinforcing bar 305 connects node and the connecting joint of upper left body of wall reinforcing bar 313 with upper left wall frame reinforcing bar 307 Point and lower-left body of wall reinforcing bar 315 connect node and the connection node of bottom left wall frame reinforcing bar 310 and centre The connection node of body of wall reinforcing bar 317 is the 4th category node J4, left window frame reinforcing bar 301 and upper left wall frame reinforcing bar 307 and upper middle wall frame reinforcing bar 308 connect node and upper left body of wall reinforcing bar 313 and upper window frame reinforcing bar 303 Connect node and lower-left body of wall reinforcing bar 315 and the connection node of lower window frame reinforcing bar 304 and bottom left wall frame reinforcing bar 310 and the connection node of lower middle wall frame reinforcing bar 311 be first kind node J1, left window frame reinforcing bar 301 is with middle The connection node of body of wall reinforcing bar 317 is Equations of The Second Kind node J2, right window frame reinforcing bar 302 and upper middle wall frame reinforcing bar 308 With upper right wall frame reinforcing bar 309 connect node and upper window frame reinforcing bar 303 and the connection of upper right body of wall reinforcing bar 314 Node and lower window frame reinforcing bar 304 and the connection node of bottom right body of wall reinforcing bar 316 and lower middle wall frame reinforcing bar 311 It is first kind node J1, right window frame reinforcing bar 302 and middle walls with the connection node of bottom right wall frame reinforcing bar 312 The connection node of body reinforcing bar 317 is Equations of The Second Kind node J2, right wall frame reinforcing bar 306 and upper right wall frame reinforcing bar 309 Connect node and upper right body of wall reinforcing bar 314 connect node and the connection node of bottom right body of wall reinforcing bar 316, It is the 4th class joint with the connection node connecting node and middle wall body reinforcing bar 317 of bottom right wall frame reinforcing bar 312 Point J4, middle wall body reinforcing bar 317 and the connection node of upper middle wall frame reinforcing bar 308 and upper window frame reinforcing bar 303 Connect node and lower window frame reinforcing bar 304 to connect node equal with the connection node of lower middle wall frame reinforcing bar 311 It is the 3rd category node J3.

Above-mentioned 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 The window surrounded is assembled self-locking and connects the whole rectangle wall window W watering exterior wall, removes inside steel skeleton unit Hollow space outside space, rectangle wall window W place belongs 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 equal For standard-sized cold bending thin wall angle steel.It is 20mm's that above-mentioned outer panels 100 and wainscot 200 are thickness Wood cement board, above-mentioned foamed concrete 400 is water proof type light foam concrete.

Seeing Fig. 4-1 and Fig. 4-2, the version of above-mentioned first kind node J1 is: two to narrow gap angle steel pair The end of GJ2 is connected on a channel-section steel GJ1 by four L-shaped steel nail GD, and one pair of which is positioned at this The groove side of channel-section steel GJ1, another be pointed to the rear side of this channel-section steel GJ1, i.e. for being positioned at the narrow of groove side The coplanar limit gb of GJ2, its outboard angle WJ and inner side angle steel NJ is all offered and is positioned at end by gap angle steel L-shaped breach qk, parallel edges pb all have the through hole near L-shaped breach qk, the long limit of L-shaped breach qk Portion is close to parallel edges pb and arranges, and the gb end, coplanar limit of outboard angle WJ and inner side angle steel NJ is all welded with It is positioned at the steel plate KB with holes of the short leg of L-shaped breach qk；For being positioned at the narrow gap angle steel pair of rear side GJ2, the end of its outboard angle WJ and inner side angle steel NJ is all welded with the steel plate KB with holes being positioned at interior angle side； The web of channel-section steel GJ1 has inner side for wing plate inside it corresponding to first kind node J1 position Through hole and outer side through hole for wing plate outside it, inner side wing plate and the outside wing plate of channel-section steel GJ1 are the most right A through hole should be had in first kind node J1 position；The outside wing plate of channel-section steel GJ1 is inserted to laterior horn In the L-shaped breach qk long leg of steel WJ, inner side wing plate be inserted to inner side angle steel NJ L-shaped breach qk length In edge, a L-shaped steel nail GD in this first kind node J1 is placed through the outboard angle of groove side WJ parallel edges pb through hole and outside wing plate through hole, a L-shaped steel nail GD pass to be welded on and are positioned at rear side On steel plate KB through hole with holes in outboard angle WJ, web, the through hole and being welded near outside wing plate is positioned at Steel plate KB through hole with holes, a L-shaped steel nail GD in groove side outboard angle WJ are placed through groove side Inner side angle steel NJ parallel edges pb through hole and inner side wing plate through hole, last root L-shaped steel nail GD through weldering It is connected on steel plate KB through hole with holes, logical near inner side wing plate on web being positioned at inside rear side on angle steel NJ Hole and be welded on the steel plate KB through hole with holes being positioned at inside groove side on angle steel NJ；

Seeing Fig. 5-1 and Fig. 5-2, the version of above-mentioned Equations of The Second Kind node J2 is: narrow a pair gap angle steel pair The end of GJ2 is connected on a channel-section steel GJ1 by two L-shaped steel nail GD and is positioned at this channel-section steel GJ1's Groove side, i.e. this is positioned at the narrow gap angle steel of groove side to GJ2, its outboard angle WJ and inner side angle steel NJ Coplanar limit gb all offer and be positioned at L-shaped breach qk, the parallel edges pb of end and all have near L-shaped breach The through hole of qk, the long leg of L-shaped breach qk is close to parallel edges pb and is arranged；The inner side wing plate of channel-section steel GJ1 and Outside wing plate both corresponds to Equations of The Second Kind node J2 position and has a through hole；The outside wing plate of channel-section steel GJ1 Be inserted in the L-shaped breach qk long leg of outboard angle WJ, inner side wing plate be inserted to inner side angle steel NJ L In v notch v qk long leg, a L-shaped steel nail GD in this Equations of The Second Kind node J2 is placed through groove side Outboard angle WJ parallel edges pb through hole and outside wing plate through hole, another root L-shaped steel nail GD are placed through recessed The inner side angle steel NJ parallel edges pb through hole of groove side and inner side wing plate through hole；

Seeing Fig. 6-1 and Fig. 6-2, the version of above-mentioned 3rd category node J3 is: a pair broad gap angle steel pair The end of GJ3 is connected to narrow a pair gap angle steel on GJ2 by two L-shaped steel nail GD, i.e. this broad gap Angle steel all offers the word being positioned at end to outboard angle WJ of GJ3 and the coplanar limit gb of inner side angle steel NJ Type breach yz, parallel edges pb all have the through hole near yi word pattern breach yz, and yi word pattern breach yz is close to Parallel edges pb is arranged；Narrow gap angle steel corresponds to the outboard angle of the 3rd category node J3 position to GJ2 WJ parallel edges pb and inner side angle steel NJ parallel edges pb all has a through hole；Narrow gap angle steel is to GJ2's Outboard angle WJ parallel edges pb is inserted in the yi word pattern breach yz of outboard angle WJ, inner side angle steel NJ Parallel edges pb is inserted in the yi word pattern breach yz of inner side angle steel NJ, a L in the 3rd category node J3 Shape steel nail GD through narrow gap angle steel to the outboard angle WJ parallel edges pb through hole of GJ2 and broad gap angle steel Outboard angle WJ parallel edges pb through hole, another root L-shaped steel nail GD of GJ3 is passed narrow gap angle steel pair The inner side angle steel NJ parallel edges pb through hole of GJ2 and the broad gap angle steel inner side angle steel NJ parallel edges pb to GJ3 Through hole；

Seeing Fig. 7-1 and Fig. 7-2, the version of above-mentioned 4th category node J4 is: narrow a pair gap angle steel pair The end of GJ2 is connected to a pair broad gap angle steel on GJ3 by two L-shaped steel nail GD, i.e. this narrow gap Angle steel all has the through hole near end to outboard angle WJ of GJ2 and the parallel edges pb of inner side angle steel NJ； Broad gap angle steel to GJ3 corresponding to the outboard angle WJ parallel edges pb of the 4th category node J4 position and interior Side angle steel NJ parallel edges pb all has a through hole；A L-shaped steel nail GD in 3rd category node J3 Through narrow gap angle steel to the outboard angle WJ parallel edges pb through hole of GJ2 and broad gap angle steel to GJ3 outside Side angle steel WJ parallel edges pb through hole, another root L-shaped steel nail GD pass the narrow gap angle steel inner side to GJ2 Angle steel NJ parallel edges pb through hole and the broad gap angle steel inner side angle steel NJ parallel edges pb through hole to GJ3.

Embodiment two

As shown in Figure 8, the assembled self-locking connection of this utility model embodiment two is whole waters exterior wall and embodiment one base This is identical, and their difference is: in the present embodiment two, and 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, it is positioned at lower window frame reinforcing bar 304 place horizontal plane lower position In each middle wall body reinforcing bar 317, right window frame reinforcing bar 302 and right wall frame reinforcing bar 306, any left and right is adjacent Two reinforcing bars are respectively connected with one tiltedly between the position of lower window frame reinforcing bar 304 place horizontal plane lower position Support reinforcing bar 318, and, each diagonal brace reinforcing bar 318 forms the jaggies shape extended from left to right, wherein, The diagonal brace reinforcing bar 318 being positioned at leftmost is arranged with the most upwardly extending state, is positioned at the diagonal brace of rightmost Reinforcing bar 318 is arranged with the state downwardly extended from left to right.Thus, the intensity of steel skeleton 300 can be carried High so that assembled self-locking of the present utility model connects the whole exterior wall that waters can be applicable to height more than during 4.5m Application scenarios.

Seeing Fig. 9-1 and Fig. 9-2, above-mentioned diagonal brace reinforcing bar 318 uses narrow gap angle steel to GJ2 and its end There is inclined end face, be positioned at diagonal brace reinforcing bar 318 left part of leftmost and left wall frame reinforcing bar 305 connection node, The connection node of diagonal brace reinforcing bar 318 right part and right wall frame reinforcing bar 306 that are positioned at rightmost is the 4th category node J4, adjacent two diagonal brace reinforcing bars 318 and the connection node of left window frame reinforcing bar 301, adjacent two diagonal brace reinforcing bars 318 with the connection node of right window frame reinforcing bar 302, adjacent two diagonal brace reinforcing bars 318 and middle wall body reinforcing bar 317 Connection node be the 5th category node J5；The version of the 5th category node J5 is: at first kind node J1 On the basis of have additional two L-shaped steel nail GD.

As shown in Fig. 8 to Figure 10-2, the assembled self-locking connection of this utility model embodiment two is whole waters exterior wall also Having following difference with embodiment one: in the present embodiment two, steel skeleton unit belongs to the mouth of concreting inner chamber In font space, between left wall frame reinforcing bar 305 and right wall frame reinforcing bar 306, drawknot has one to be positioned at rectangle wall window W Top and horizontally disposed deformed bar 500 and one are positioned at below rectangle wall window W and horizontally disposed pre- Stress reinforcing bar 500, between upper left wall frame reinforcing bar 307 and bottom left wall frame reinforcing bar 310, drawknot has one to be vertically arranged Deformed bar 500, between upper right wall frame reinforcing bar 309 and bottom right wall frame reinforcing bar 312, drawknot has one vertically The deformed bar 500 arranged, between left wall frame reinforcing bar 305 and upper middle wall frame reinforcing bar 308, upper middle wall frame steel Between bone 308 and right wall frame reinforcing bar 306, between right wall frame reinforcing bar 306 and lower middle wall frame reinforcing bar 311, lower in Between wall frame reinforcing bar 311 and left wall frame reinforcing bar 305, equal drawknot has a deformed bar being obliquely installed 500.

Embodiment three

As shown in figure 11, the assembled self-locking connection of this utility model embodiment two is whole waters exterior wall and embodiment one Essentially identical, their difference is: the assembled self-locking of the present embodiment two connects the whole exterior wall that waters and has additional at least One rectangle wall window W, steel skeleton 300 is provided with the steel skeleton unit identical with rectangle wall window W quantity, each Steel skeleton unit horizontal is arranged, and, the right wall frame of left steel skeleton unit in two adjacent steel skeleton unit Reinforcing bar 306 coincides with the left wall frame reinforcing bar 305 of right steel skeleton unit and is fixedly connected into one.

Seeing Fig. 2-1, Fig. 8 and Figure 11, the assembled self-locking of this utility model embodiment one to embodiment three is even Connect the whole exterior wall that waters to be installed between adjacent upper strata girder steel 600 with lower floor girder steel 700 and adjacent left is erected To between component 800 and right vertical member 900, assembled self-locking connects the whole steel skeleton 300 watering exterior wall Comprised the upper left wall frame reinforcing bar 307 of each steel skeleton unit, upper middle wall frame reinforcing bar 308 and upper right wall frame steel Bone 309 all lower surfaces with upper strata girder steel 600 are connected fixing, and assembled self-locking connects the whole steel skeleton watering exterior wall 300 are comprised the bottom left wall frame reinforcing bar 310 of each steel skeleton unit, lower middle wall frame reinforcing bar 311 and bottom right wall Frame reinforcing bar 312 all upper surfaces with lower floor girder steel 700 are connected fixing, and assembled self-locking connects the whole steel watering exterior wall Skeleton 300 is positioned at the left wall frame reinforcing bar 305 of leftmost steel skeleton unit and the right side of left vertical member 800 Connecting fixing, assembled self-locking connects the whole steel skeleton 300 watering exterior wall and is positioned at the right wall of rightmost steel skeleton unit Frame reinforcing bar 306 is connected fixing with the left side of right vertical member 900.Wherein, left vertical member 800 It is steel column or shear wall with right vertical member 900.

This utility model is not limited to above-mentioned detailed description of the invention, according to foregoing, and common according to this area Technological know-how and customary means, without departing under this utility model above-mentioned basic fundamental thought premise, this practicality is new Type can also be made the equivalent modifications of other various ways, replace or change, and all falls within protection of the present utility model Among scope.

Claims (10)

1. assembled self-locking connection is whole waters an exterior wall, by outer panels (100), wainscot (200), steel skeleton (300) forming with foamed concrete (400), described outer panels (100) and wainscot (200) are solid respectively Dingan County is contained on outer face and the inner face of described steel skeleton (300), and described foamed concrete (400) pours In the concreting inner chamber of described steel skeleton (300), it is characterised in that: described assembled self-locking is even Connecing the whole exterior wall that waters and be provided with rectangle wall window (W), described steel skeleton (300) is the self-locking being provided with steel skeleton unit Steel skeleton.

Assembled self-locking the most according to claim 1 connection is whole waters exterior wall, it is characterised in that: described reinforcing bar Frame 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 in 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 body of wall reinforcing bar (313), upper right body of wall reinforcing bar (314), lower-left body of wall steel Bone (315), bottom right body of wall reinforcing bar (316) and many middle wall body reinforcing bars (317) are connected by self-locking manner Composition, this self-locking manner is: described left window frame reinforcing bar (301) and right window frame reinforcing bar (302) all use channel-section steel (GJ1), described 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 steel in upper Bone (311), bottom right wall frame reinforcing bar (312), upper left body of wall reinforcing bar (313), upper right body of wall reinforcing bar (314), Lower-left body of wall reinforcing bar (315) and bottom right body of wall reinforcing bar (316) all use narrow gap angle steel to (GJ2), institute State left wall frame reinforcing bar (305), right wall frame reinforcing bar (306) and middle wall body reinforcing bar (317) and all use broad gap Angle steel to (GJ3), described narrow gap angle steel to (GJ2) and broad gap angle steel to (GJ3) by laterior horn Steel (WJ) and inner side angle steel (NJ) composition, described outboard angle (WJ) and inner side angle steel (NJ) interior Side, angle is oppositely arranged, parallel edges (pb) limit arranged in parallel, coplanar (gb) is in the same plane and stays Having gap, described narrow gap angle steel is less than described broad gap angle steel to the gap, coplanar limit (ZJX) of (GJ2) Gap, coplanar limit (KJX) to (GJ3)；Described 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) are isometric and the most vertically arranged, a described left side The groove of window frame reinforcing bar (301) is arranged to the left, and the groove of described right window frame reinforcing bar (302) is arranged to the right, institute State upper left wall frame reinforcing bar (307), upper left body of wall reinforcing bar (313), lower-left body of wall reinforcing bar (315) and bottom left wall Frame reinforcing bar (310) the most from top to bottom arranges and one end is both connected to left wall frame reinforcing bar (305) above, separately One end is both connected on left window frame reinforcing bar (301), described 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) the most from top to bottom arrange and one end Portion is both connected on described left window frame reinforcing bar (301), the other end is both connected on right window frame reinforcing bar (302), Described upper right wall frame reinforcing bar (309), upper right body of wall reinforcing bar (314), bottom right body of wall reinforcing bar (316) and bottom right Wall frame reinforcing bar (312) the most from top to bottom arranges and one end is both connected to described right window frame reinforcing bar (302) Upper, the other end is both connected on right wall frame reinforcing bar (306), described upper left wall frame reinforcing bar (307), upper in Wall frame reinforcing bar (308) and upper right wall frame reinforcing bar (309) are positioned in same level, described upper left body of wall reinforcing bar (313), upper window frame reinforcing bar (303) and upper right body of wall reinforcing bar (314) be positioned in same level, a described left side Lower body of wall reinforcing bar (315), lower window frame reinforcing bar (304) and bottom right body of wall reinforcing bar (316) are positioned at same level On, described bottom left wall frame reinforcing bar (310), lower middle wall frame reinforcing bar (311) and bottom right wall frame reinforcing bar (312) position In same level, described upper left wall frame reinforcing bar (307) is concordant with the upper end of left wall frame reinforcing bar (305), Described bottom left wall frame reinforcing bar (310) is concordant with the lower end of left wall frame reinforcing bar (305), and at least one is positioned at described Described middle wall body reinforcing bar (317) between upper left body of wall reinforcing bar (313) and lower-left body of wall reinforcing bar (315) One end is connected on left wall frame reinforcing bar (305), the other end is connected on left window frame reinforcing bar (301), extremely A few described middle walls being positioned between described upper right body of wall reinforcing bar (314) and bottom right body of wall reinforcing bar (316) Body reinforcing bar (317) one end is connected on right window frame reinforcing bar (302), the other end is connected to right wall frame reinforcing bar (306), on, at least one is positioned between described left window frame reinforcing bar (301) and right window frame reinforcing bar (302) Described middle wall body reinforcing bar (317) one end is connected on middle wall frame reinforcing bar (308), the other end connects On upper window frame reinforcing bar (303), at least one is positioned at described left window frame reinforcing bar (301) and right window frame reinforcing bar (302) Between described middle wall body reinforcing bar (317) one end be connected to that lower window frame reinforcing bar (304) is upper, the other end It is connected on lower middle wall frame reinforcing bar (311)；Wherein, described left wall frame reinforcing bar (305) and upper left wall frame reinforcing bar (307) connection node and the connection node of upper left body of wall reinforcing bar (313) and lower-left body of wall reinforcing bar (315) Connection node and the connection node of bottom left wall frame reinforcing bar (310) and the company of middle wall body reinforcing bar (317) Connect node and be the 4th category node (J4), described left window frame reinforcing bar (301) and upper left wall frame reinforcing bar (307) With the connection node of upper middle wall frame reinforcing bar (308) and upper left body of wall reinforcing bar (313) and upper window frame reinforcing bar (303) Connection node and lower-left body of wall reinforcing bar (315) and the connection node of lower window frame reinforcing bar (304) and bottom left The connection node of wall frame reinforcing bar (310) and lower middle wall frame reinforcing bar (311) is first kind node (J1), institute The connection node stating left window frame reinforcing bar (301) and middle wall body reinforcing bar (317) is Equations of The Second Kind node (J2), Described right window frame reinforcing bar (302) and upper middle wall frame reinforcing bar (308) and the connection of upper right wall frame reinforcing bar (309) Node and upper window frame reinforcing bar (303) and the connection node of upper right body of wall reinforcing bar (314) and lower window frame reinforcing bar And the connection node of bottom right body of wall reinforcing bar (316) and lower middle wall frame reinforcing bar (311) and bottom right wall (304) The connection node of frame reinforcing bar (312) is first kind node (J1), described right window frame reinforcing bar (302) with in Between the connection node of body of wall reinforcing bar (317) be Equations of The Second Kind node (J2), described right wall frame reinforcing bar (306) with The connection node of upper right wall frame reinforcing bar (309) and the connection node of upper right body of wall reinforcing bar (314) and bottom right The connection node of body of wall reinforcing bar (316) and the connection node of bottom right wall frame reinforcing bar (312) and middle wall body The connection node of reinforcing bar (317) is the 4th category node (J4), and described middle wall body reinforcing bar (317) is with upper The connection node of middle wall frame reinforcing bar (308) and the connection node of upper window frame reinforcing bar (303) and lower casement section steel The connection node of bone (304) and the connection node of lower middle wall frame reinforcing bar (311) are the 3rd category node (J3)；

By described left window frame reinforcing bar (301), upper window frame reinforcing bar (303), right window frame reinforcing bar (302) and lower window frame The window that reinforcing bar (304) is surrounded is described assembled self-locking and connects whole rectangle wall window (W) watering exterior wall, The internal hollow space in addition to described rectangle wall window (W) space, place of described steel skeleton unit belongs to described The concreting inner chamber of steel skeleton (300).

Assembled self-locking the most according to claim 2 connection is whole waters exterior wall, it is characterised in that:

The version of described first kind node (J1) is: two to the described narrow gap angle steel end to (GJ2) It is connected on a described channel-section steel (GJ1) by four L-shaped steel nails (GD), and one pair of which is positioned at The groove side of this channel-section steel (GJ1), another be pointed to the rear side of this channel-section steel (GJ1), i.e. recessed for being positioned at The narrow gap angle steel of groove side is to (GJ2), the coplanar limit (gb) of its outboard angle (WJ) and inner side angle steel (NJ) All offer be positioned at the L-shaped breach (qk) of end, parallel edges (pb) all has near described L-shaped breach (qk) Through hole, the long leg of described L-shaped breach (qk) be close to described parallel edges (pb) arrange, described outside Coplanar limit (gb) end of angle steel (WJ) and inner side angle steel (NJ) is all welded with and is positioned at described L-shaped breach (qk) steel plate with holes (KB) in short leg；For being positioned at the narrow gap angle steel of rear side to (GJ2), The end of its outboard angle (WJ) and inner side angle steel (NJ) is all welded with the steel plate with holes (KB) being positioned at interior angle side； The web of described channel-section steel (GJ1) has one near it corresponding to described first kind node (J1) position The inner side interior side through hole of wing plate and outer side through hole for wing plate outside it, described channel-section steel (GJ1) interior Side wing and outside wing plate both correspond to described first kind node (J1) position and have a through hole；Described The outside wing plate of channel-section steel (GJ1) is inserted in L-shaped breach (qk) long leg of described outboard angle (WJ), Inner side wing plate is inserted in L-shaped breach (qk) long leg of described inner side angle steel (NJ), and this first kind saves A described L-shaped steel nail (GD) in point (J1) is positioned at the outboard angle (WJ) of groove side described in passing Parallel edges (pb) through hole and outside wing plate through hole, a described L-shaped steel nail (GD) are welded on described in passing Near outside wing plate on steel plate with holes (KB) through hole that is positioned in rear side outboard angle (WJ), web Steel plate with holes (KB) through hole that through hole and being welded on is positioned in groove side outboard angle (WJ), described in one L-shaped steel nail (GD) pass described in be positioned at groove side inner side angle steel (NJ) parallel edges (pb) through hole and L-shaped steel nail (GD) described in side wing through hole, last root is welded on and is positioned at rear side medial angle described in passing On steel plate with holes (KB) through hole on steel (NJ), web, the through hole and being welded near inner side wing plate is positioned at Steel plate with holes (KB) through hole on angle steel (NJ) inside groove side；

The version of described Equations of The Second Kind node (J2) is: the angle steel end to (GJ2) in narrow gap described in a pair It is connected to a described channel-section steel (GJ1) by two L-shaped steel nails (GD) and above and is positioned at this channel-section steel (GJ1) Groove side, i.e. this is positioned at the narrow gap angle steel of groove side to (GJ2), its outboard angle (WJ) and inner side The coplanar limit (gb) of angle steel (NJ) all offers and is positioned at the L-shaped breach (qk) of end, parallel edges (pb) All having the through hole near described L-shaped breach (qk), the long leg of described L-shaped breach (qk) is close to institute State parallel edges (pb) to arrange；The inner side wing plate of described channel-section steel (GJ1) and outside wing plate both correspond to described Two category nodes (J2) position has a through hole；The outside wing plate of described channel-section steel (GJ1) is inserted to institute State in L-shaped breach (qk) long leg of outboard angle (WJ), inner side wing plate is inserted to described inner side angle steel (NJ) a described L-shaped steel in L-shaped breach (qk) long leg, in this Equations of The Second Kind node (J2) Nail (GD) is positioned at outboard angle (WJ) parallel edges (pb) through hole and the outside wing plate of groove side described in passing L-shaped steel nail (GD) described in through hole, another root pass described in be positioned at the inner side angle steel (NJ) of groove side parallel Limit (pb) through hole and inner side wing plate through hole；

The version of described 3rd category node (J3) is: the broad gap angle steel end to (GJ3) described in a pair It is connected to narrow gap angle steel described in a pair on (GJ2), i.e. between this width by two L-shaped steel nails (GD) The outboard angle (WJ) of (GJ3) and the coplanar limit (gb) of inner side angle steel (NJ) are all offered by clearance angle steel Be positioned at the yi word pattern breach (yz) of end, parallel edges (pb) all has near described yi word pattern breach (yz) Through hole, described yi word pattern breach (yz) be close to described parallel edges (pb) arrange；Narrow gap angle steel is to (GJ2) Outboard angle (WJ) parallel edges (pb) and inner side corresponding to described 3rd category node (J3) position Angle steel (NJ) parallel edges (pb) all has a through hole；The described narrow gap angle steel laterior horn to (GJ2) Steel (WJ) parallel edges (pb) is inserted in the yi word pattern breach (yz) of described outboard angle (WJ), interior Side angle steel (NJ) parallel edges (pb) is inserted in the yi word pattern breach (yz) of described inner side angle steel (NJ), A described L-shaped steel nail (GD) in 3rd category node (J3) passes described narrow gap angle steel to (GJ2) Outboard angle (WJ) parallel edges (pb) through hole and the broad gap angle steel outboard angle (WJ) to (GJ3) L-shaped steel nail (GD) described in parallel edges (pb) through hole, another root passes described narrow gap angle steel to (GJ2) Inner side angle steel (NJ) parallel edges (pb) through hole and the broad gap angle steel inner side angle steel (NJ) to (GJ3) Parallel edges (pb) through hole；

The version of described 4th category node (J4) is: the angle steel end to (GJ2) in narrow gap described in a pair It is connected to broad gap angle steel described in a pair on (GJ3) by two L-shaped steel nails (GD), i.e. this narrow The outboard angle (WJ) of (GJ2) and the parallel edges (pb) of inner side angle steel (NJ) are all had and lean on by clearance angle steel The through hole of close end；Broad gap angle steel corresponds to described 4th category node (J4) position to (GJ3) Outboard angle (WJ) parallel edges (pb) and inner side angle steel (NJ) parallel edges (pb) all have a through hole； A described L-shaped steel nail (GD) in 3rd category node (J3) passes described narrow gap angle steel to (GJ2) Outboard angle (WJ) parallel edges (pb) through hole and the broad gap angle steel outboard angle (WJ) to (GJ3) L-shaped steel nail (GD) described in parallel edges (pb) through hole, another root passes described narrow gap angle steel to (GJ2) Inner side angle steel (NJ) parallel edges (pb) through hole and the broad gap angle steel inner side angle steel (NJ) to (GJ3) Parallel edges (pb) through hole.

Assembled self-locking the most according to claim 3 connection is whole waters exterior wall, it is characterised in that: described reinforcing bar Frame unit is additionally provided with many diagonal brace reinforcing bars (318)；Described left wall frame reinforcing bar (305), left window frame reinforcing bar (301), Be positioned at described lower window frame reinforcing bar (304) place horizontal plane lower position each middle wall body reinforcing bar (317), In right window frame reinforcing bar (302) and right wall frame reinforcing bar (306), adjacent two reinforcing bars in any left and right are positioned at described It is respectively connected with a described diagonal brace reinforcing bar between the position of lower window frame reinforcing bar (304) place horizontal plane lower position (318), and, the jaggies shape that each diagonal brace reinforcing bar (318) formation extends from left to right, wherein, The diagonal brace reinforcing bar (318) being positioned at leftmost is arranged with the most upwardly extending state, is positioned at rightmost Diagonal brace reinforcing bar (318) is arranged with the state downwardly extended from left to right.

Assembled self-locking the most according to claim 4 connection is whole waters exterior wall, it is characterised in that: described diagonal brace Reinforcing bar (318) uses narrow gap angle steel that (GJ2) and its end are had inclined end face, described in be positioned at The connection node of diagonal brace reinforcing bar (318) left part of left and described left wall frame reinforcing bar (305), described in be positioned at Diagonal brace reinforcing bar (318) right part of rightmost is the 4th with the connection node of described right wall frame reinforcing bar (306) Category node (J4), the connection node of adjacent two diagonal brace reinforcing bars (318) and described left window frame reinforcing bar (301), Adjacent two diagonal brace reinforcing bars (318) and the connection node of described right window frame reinforcing bar (302), adjacent two diagonal braces Reinforcing bar (318) is the 5th category node (J5) with the connection node of middle wall body reinforcing bar (317)；Described The version of five category nodes (J5) is: have additional two institutes on the basis of described first kind node (J1) State L-shaped steel nail (GD).

Assembled self-locking the most according to claim 3 connection is whole waters exterior wall, it is characterised in that: described reinforcing bar Frame unit belongs in the hollow space of described concreting inner chamber, and described left wall frame reinforcing bar (305) is with right Between wall frame reinforcing bar (306) drawknot have one be positioned at described rectangle wall window (W) top and horizontally disposed pre- Stress reinforcing bar (500) and one are positioned at described rectangle wall window (W) lower section and horizontally disposed deformed bar (500), between described upper left wall frame reinforcing bar (307) and bottom left wall frame reinforcing bar (310), drawknot has one vertically The deformed bar (500) arranged, described upper right wall frame reinforcing bar (309) and bottom right wall frame reinforcing bar (312) it Between drawknot have a deformed bar being vertically arranged (500), described left wall frame reinforcing bar (305) and upper middle wall Between frame reinforcing bar (308), between described middle wall frame reinforcing bar (308) and right wall frame reinforcing bar (306), institute State between right wall frame reinforcing bar (306) and lower middle wall frame reinforcing bar (311), described lower middle wall frame reinforcing bar (311) And equal drawknot has a deformed bar being obliquely installed (500) between left wall frame reinforcing bar (305).

7. watering exterior wall according to the assembled self-locking connection described in claim 3 to 6 any one is whole, its feature exists In: described assembled self-locking connects the whole exterior wall that waters and has additional at least one described rectangle wall window (W), described Steel skeleton (300) is provided with the described steel skeleton unit identical with described rectangle wall window (W) quantity, each steel Skeleton unit is horizontally disposed, and, the right wall of left steel skeleton unit in two adjacent described steel skeleton unit Frame reinforcing bar (306) coincides with left wall frame reinforcing bar (305) of right steel skeleton unit and is fixedly connected into one.

8. watering exterior wall according to the assembled self-locking connection described in claim 3 to 6 any one is whole, its feature exists In: described channel-section steel (GJ1) is standard-sized cold bending thin wall channel-section steel, described outboard angle (WJ) and inner side Angle steel (NJ) is standard-sized cold bending thin wall angle steel.

9. watering exterior wall according to the assembled self-locking connection described in claim 3 to 6 any one is whole, its feature exists In: described assembled self-locking connects the whole exterior wall that waters and is arranged on adjacent upper strata girder steel (600) and lower floor's girder steel (700) between and between adjacent left vertical member (800) and right vertical member (900), institute State assembled self-locking and connect the upper left wall that the whole steel skeleton (300) watering exterior wall is comprised each steel skeleton unit Frame reinforcing bar (307), upper middle wall frame reinforcing bar (308) and upper right wall frame reinforcing bar (309) all with described upper strata girder steel (600) lower surface connects fixing, and described assembled self-locking connects the whole steel skeleton (300) watering exterior wall and wrapped Bottom left wall frame reinforcing bar (310) containing each steel skeleton unit, lower middle wall frame reinforcing bar (311) and bottom right wall frame Reinforcing bar (312) all upper surfaces with described lower floor girder steel (700) are connected fixing, and described assembled self-locking connects The whole steel skeleton (300) watering exterior wall is positioned at left wall frame reinforcing bar (305) of leftmost steel skeleton unit and a described left side The right side of side's vertical member (800) connects fixing, and described assembled self-locking connects the whole steel skeleton watering exterior wall (300) right wall frame reinforcing bar (306) and described right vertical member (900) of rightmost steel skeleton unit it are positioned at Left side connect fixing；Wherein, described left vertical member (800) and right vertical member (900) are Steel column or shear wall.

10. water exterior wall according to the assembled self-locking connection described in claim 3 to 6 any one is whole, its feature It is: described outer panels (100) and wainscot (200) are wood cement board, described foaming coagulation Soil (400) is water proof type light foam concrete.