CN208455878U - A kind of compound plug-in wall of the close rib of assembled - Google Patents
A kind of compound plug-in wall of the close rib of assembled Download PDFInfo
- Publication number
- CN208455878U CN208455878U CN201820709917.2U CN201820709917U CN208455878U CN 208455878 U CN208455878 U CN 208455878U CN 201820709917 U CN201820709917 U CN 201820709917U CN 208455878 U CN208455878 U CN 208455878U
- Authority
- CN
- China
- Prior art keywords
- plug
- wall
- bolt
- rib
- compound
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model provides a kind of compound plug-in wall of the close rib of assembled; including concrete, reinforced mesh, inner protective layer, rib column and thermal insulation material; the Concrete Filled forms the plug-in wall in the inside and outside and their mutual gaps of the reinforced mesh and the rib column; the plug-in wall is equipped with the inner protective layer and the thermal insulation material, the long bolt that protrusion wall is equipped with the high side formed of the plug-in wall;The plug-in wall top portion is parallel to length direction and respectively there are a notch in two corners ipsilateral with the bolt;The end of Vierendeel girder is embedded in the notch, and is fixed together by angle steel and the plug-in wall.The process that the plug-in wall of the utility model can reduce the secondary construction of traditional architecture, and solve the problems, such as the insulation, waterproof and dampproof of existing combined wall board, wallboard quick assembling is just able to achieve without wet construction.
Description
Technical field
The utility model relates to a kind of plug-in wall field more particularly to a kind of compound plug-in walls of the close rib of assembled.
Background technique
The method that building construction at present generally uses cast-in-place concrete, the site operation of exterior wall main structure are generally wanted
By supporting module, the working procedure of reinforcing bar, placing concrete demoulding etc. again is laid, after exterior wall main structure construction,
Also to carry out the construction of external-wall exterior insulation layer, outer decorative layer construction and interior trim decoration construction etc., heavy workload and cumbersome, emerging hair
The combined wall board of exhibition is mostly without solving insulation, seam crossing cold bridge heat bridge, surface cracking very well and falling off, structure load-bearing peace
Congruent problem, and the splicing between wallboard needs wet construction to reinforce, and when installing the frames such as crossbeam, there is also crossbeams and wall
The problems such as plate connection is close, infiltration.
Utility model content
The purpose of this utility model is to provide a kind of compound plug-in walls of the close rib of assembled, to solve traditional architecture construction work
The problems such as sequence is more, the splicing of troublesome and combined wall board is not close.
To solve the above problems, the utility model provides a kind of compound plug-in wall of the close rib of assembled, including concrete, steel
Muscle mesh sheet, inner protective layer, rib column and thermal insulation material, the Concrete Filled is in the inside and outside of the reinforced mesh and the rib column
And the plug-in wall is formed in their mutual gaps, the plug-in wall is equipped with the inner protective layer and the thermal insulating material
Material, the long bolt that protrusion wall is equipped with the high side formed of the plug-in wall;The plug-in wall top portion is parallel to length
It spends direction and respectively there is a notch in two corners ipsilateral with the bolt;The end of Vierendeel girder is embedded in the notch, and passes through
Angle steel is fixed together with the plug-in wall, and the angle steel side is bonded the plug-in wall, and the other side is bonded the Vierendeel girder, institute
It states angle steel and is bonded on the side of the plug-in wall and be provided with through-hole, passed through for the bolt, the bolt across the through-hole is equipped with
Nut.
Further, be successively arranged above the Vierendeel girder superimposed sheet, after pour part concrete, and be embedded in jointly described outer
Hang the notch of wall.
Further, the bolt is separately positioned on four edges of the plug-in wall, and upper and lower two described plug-in
After wall splicing, the bolt of edge passes through the lower surface of the angle steel and the Vierendeel girder on the upside of the plug-in wall below
It is fixed;The bolt of edge passes through another described angle steel on the downside of the plug-in wall above, with it is described after to pour part mixed
The upper surface for coagulating soil is fixed.
Further, gasket is equipped between the bolts and nuts.
Further, the reinforced mesh is located at the plug-in portion within the walls and is parallel to the long side with high formation of the plug-in wall
Face.
Further, the rib column is arranged in the plug-in portion two sides within the walls, is parallel to the height of the plug-in wall
Direction is spent, the bolt is arranged in the rib column.
Further, the surface that the plug-in wall protrusion is equipped with the bolt side is equipped with groove, the thermal insulating material
Material is set in the groove, and outside is sealed by the inner protective layer.
Further, hole is opened up on the wide side with high formation of the plug-in wall, left and right two is adjacent described plug-in
Wall is by being inserted respectively into the corresponding described hole of two neighboring plug-in wall pin joint together for the both ends of tubular body.
Further, the plug-in wall lower surface is equipped with waterproof groove, and upper surface is equipped with protrusion, described in neighbouring two
Plug-in wall is matched by the protrusion of following plug-in wall and the waterproof groove of plug-in wall above, is spliced one
It rises.
Further, the inner protective layer is internal decking sheet.
Compared with prior art, the utility model has the following beneficial effects:
1. the utility model provides a kind of compound plug-in wall of the close rib of assembled, the plug-in wall top portion is equipped with notch, can be embedding
Vierendeel girder is put, and is fixed, avoiding wallboard, Vierendeel girder is nowhere placed after mounting, or needs the cumbersome process such as insertion that hole,
The connection between out-hung panel and beam column is realized by bolt and angle steel, has adapted to the assembly demand of plug-in wall, and structure letter
It is single easy to operate.
2. the plug-in wall left and right sides are there are hole, by tubulose physical efficiency by two pieces of wallboard pin joints together, the behaviour
Dry construction is related only to, without wet construction, reduces the clothes such as production concrete and stirs a series of traditional architectures that vibrate
Construction procedure, and cut to connect wallboard can be allowed to connect closer, guarantee the globality of plug-in wall.
3. the plug-in coping is equipped with twice protrusion, bottom is provided likewise with twice waterproof groove, and the two cooperates again
Sealant and article rubber water stop can maximize waterproof, can well be isolated in outside outdoor moisture, guarantee indoor drying,
It is impermeable.
4. out-hung panel self weight in the case where the heavy and light, same volume size reduces 55% or so, and has heat preservation
Effect can also change the type of thermal insulation material according to actual needs, meet the heat preservation needs of each latitude in China.
5. out-hung panel does not need subsequent processing after being installed in place, surface can be liked according to client to be customized, skill
Art expressive force is more preferable.
Detailed description of the invention
Fig. 1 is a kind of compound plug-in wall left view the schematic diagram of the section structure of the close rib of assembled of the utility model.
Fig. 2 is a kind of compound plug-in wall top view cross section structural schematic diagram of the close rib of assembled of the utility model.
Fig. 3 is a kind of compound plug-in wall overlooking structure diagram of the close rib of assembled of the utility model.
Fig. 4 is a kind of compound plug-in wall positive structure diagram of the close rib of assembled of the utility model.
Fig. 5 is a kind of compound plug-in wall of the close rib of assembled of the utility model and Vierendeel girder assembling schematic diagram.
Description of symbols:
1- concrete;2- reinforced mesh;3- hole;4- inner protective layer;5- waterproof groove;6- protrusion;
7- rib column;8- thermal insulation material;9- bolt;10- angle steel;Part concrete is poured after 11-;
12- superimposed sheet;13- Vierendeel girder;14- notch.
Specific embodiment
The exemplary embodiments for embodying the utility model features and advantages will describe in detail in the following description.It should be understood that
It is that the utility model there can be various variations in different embodiments, does not all depart from the scope of the utility model, and
The descriptions and illustrations are essentially for illustration purposes, rather than to limit the utility model.
Wherein, " length " " width " "high" of attached drawing and specification word part is only used for that the utility model is described with reference to the drawings
A kind of structure of the compound plug-in wall of the close rib of assembled, not to the restriction of the utility model.
As shown in Figure 1, a kind of compound plug-in wall of the close rib of assembled of the utility model, including concrete 1, reinforced mesh 2,
Inner protective layer 4, rib column 7 and thermal insulation material 8.The concrete 1 selects clear-water concrete, so that after the concrete 1 forms, it can
Directly using nature texture as facing.The concrete 1 is filled in inside and outside the reinforced mesh 2 and the rib column 7
The plug-in wall is formed in portion and their mutual gaps, the plug-in wall is equipped with the inner protective layer 4 and the guarantor
Adiabator 8, the long bolt 9 that protrusion wall is equipped with the high side formed of the plug-in wall, and be arranged described outer
Four edges for hanging wall play the role of fixed and connect.The plug-in wall top portion be parallel to length direction and with the spiral shell
Respectively there are a notch 14 in two ipsilateral corners of bolt 9, make the plug-in wall top portion that one " T shape " be presented on depression angle.Institute
Notch 14 is stated for being embedded in Vierendeel girder 13, plays the role of supporting and fixing, can be realized by bolt out-hung panel and beam column it
Between connection.The end of the Vierendeel girder 13 is embedded in the notch 14, and is fixed together by angle steel 10 and the plug-in wall,
10 side of angle steel is bonded the plug-in wall, and the other side is bonded the Vierendeel girder 13, and the angle steel 10 is bonded the plug-in wall
Side on be provided with through-hole, passed through for the bolt 9, across the through-hole bolt 9 be equipped with nut.Specifically, the angle
The vertical side of steel 10 is bonded the plug-in wall, and horizontal side is bonded the Vierendeel girder 13.
Vierendeel girder 13 be successively arranged above superimposed sheet 12, after pour part concrete 11, and be embedded in the plug-in wall jointly
The notch, and be fixed together by angle steel 10 and the plug-in wall.The bolt 9 is separately positioned on the four of the plug-in wall
A edge.After upper and lower two plug-in wall splicings, the bolt 9 of edge passes through institute on the upside of the plug-in wall below
It states angle steel 10 and the lower surface of the Vierendeel girder 13 is fixed;The bolt 9 of edge passes through on the downside of the plug-in wall above
Another described angle steel 10, with it is described after pour the upper surface of part concrete 11 and fix.The angle steel 10 is bonded the plug-in wall
Side on be provided with through-hole, passed through for the bolt 9, across the through-hole bolt 9 be equipped with nut.The bolt 9 and spiral shell
Gasket is equipped between mother.Specifically: when the Vierendeel girder 13, superimposed sheet 12, after pour part concrete 11 jointly insertion two pieces of institutes
It states in the notch between plug-in wall, the lower surface of 13 end of Vierendeel girder is bonded the bottom surface of the notch 14, after described
The upper surface for pouring 11 end of part concrete is bonded the lower surface for the plug-in wall being located above, then by an angle steel
10 be placed on it is described after pour on part concrete 11, another described angle steel 10 is placed under the Vierendeel girder 13, i.e., pastes respectively
Close it is described after pour the right angle formed between part concrete 11, the Vierendeel girder 13 and the plug-in wall, and make the angle steel
10 through-hole is just passed through the corresponding bolt 9, is loaded on the gasket, is finally tightened with the nut.By so
Operation processing so that the Vierendeel girder 13, superimposed sheet 12, after pour part concrete 11 and be firmly fitted in the notch, with
The plug-in wall closely connects into an entirety.
The rib column 7 is arranged in the plug-in portion two sides within the walls, is parallel to the short transverse of the plug-in wall, institute
Bolt 9 is stated to be arranged in the rib column 7.The structure of the rib column 7 is inner hollow, is filled with the concrete 1, four external
Corner is the reinforcing rod of four settings, then along setting one ring steel rib ring of direction binding spaced apart.When described mixed
When solidifying soil 1 is filled in the inside and outside of the rib column 7, the rib column 7 can play good support function, guarantee the plug-in wall
Load-bearing effect.Just because of 7 comparatively robust of rib column, so fixing and supporting for the bolt 9 is a little chosen at the rib column 7
Inside, allow its can preferably support the Vierendeel girder 13, superimposed sheet 12, after pour part concrete 11, connect them more preferably
Together.
The plug-in wall respectively offers several holes 3, the institute on each side on wide two sides with high formation
State 3 proper alignment of hole point-blank.Preferably, the quantity of described hole 3 chooses four, under the plug-in wall
Side is distributed three, punishes cloth one close to the notch 14.Depth of the described hole 3 on the plug-in wall has penetrated into institute
It states inside rib column 7, it is preferable that described hole 3 is not extended through to another side wall of the rib column 7.Because of the structure of the rib column 7
Firmer, inside adds ring steel rib ring to form by four reinforcing bars, accomplishes fluently sturdy construction basis for the pin joint reinforcing in later period.The hole
Hole 3 penetrates into inside the rib column 7, gap of the penetration channel in the rib column 7 between adjacent steel ring, centainly
It avoids passing through from the ontology of the reinforcing bar and steel ring.So when punching described hole 3, it should be noted that avoid.Left and right
When two adjacent plug-in walls need to be stitched together, by the way that tubular body is added, and the both ends of tubular body are inserted respectively into
Pin joint is together in the corresponding described hole 3 of two neighboring plug-in wall.The tubular body and described hole 3 are matched with being combined into interference
Close, in order to after guaranteeing two plug-in wall pin joints together without departing from guaranteeing so that there is close connection between out-hung panel
The globality of out-hung panel.The shape of described hole 3 can be round or oval or rectangle, similarly, the tubulose body section
Shape can be correspondingly round or oval or rectangle.Preferably, described hole 3 and the tubulose body section select circle.
In addition, the material of the tubular body can be steel or aluminium alloy, it is preferable that choose steel.
The reinforced mesh 2 is located at the plug-in portion within the walls and is parallel to the long side with high formation of the plug-in wall.It is described
Reinforced mesh 2 is by several criss-cross reinforcing rod bindings or to be welded to form.And it is described plug-in in order to better ensure that
The skeletal support of wall acts on, and the reinforced mesh 2 and is located at plug-in portion two within the walls when extending to the plug-in wall two sides
The rib column 7 of side is connected and is fixed.In one embodiment, the reinforced mesh 2 and the connection of the rib column 7 are the steel
The reinforcing rod end that muscle mesh sheet 2 is contacted with the rib column 7 is bent certain radian, catches on the rib column 7, is then bundled again with iron wire
Or it is welded and fixed.In another embodiment, the most inner side longitudinal direction steel of the transverse steel item of the reinforced mesh 2 and the rib column 7
Rib directly welds, and the reinforced mesh 2 and the rib column 7 are connected into an entirety.
The surface that the plug-in wall protrusion is equipped with 9 side of bolt is equipped with groove, and the thermal insulation material 8 is located at described
In groove, outside is sealed by the inner protective layer 4.The groove is arranged in parallel with the reinforced mesh 2, and between the two between
At a certain distance.The setting position of the groove is also between two, the plug-in portion within the walls rib column 7, and the hole
Hole 3 is not extended through into the groove.4 size of inner protective layer can also cover whole to be just bonded the groove
A long side with high formation of the plug-in wall.The inner protective layer 4 is internal decking sheet.Not only the internal layer of the plug-in wall can be with
Be processed as internal decking sheet, and outer layer can also be processed as outer decorative layer, can accomplish internal and external ornament with being made into one of wallboard,
It avoids the later period from fitting up secondary construction, reduces construction procedure, save a large amount of manpower and material resources, it is more economical practical.The thermal insulation material 8 can
To select light thermal-insulation material, and the position of the thermal insulation material 8 makes instead of traditional solid concrete wall
It is lighter to obtain the plug-in wall itself, self weight reduces 55% or so in the case where same volume size, and has heat insulation effect,
The type of thermal insulation material can also be changed according to actual needs, meet the heat preservation needs of each latitude in China.
The plug-in wall lower surface is equipped with waterproof groove 5, and upper surface is equipped with protrusion 6, and described raised 6 are arranged described plug-in
On the position that wall upper surface is connected side by side with the notch 14, raised 6 length can be the length with the notch 14
Concordant or consistent with the length of the plug-in wall, correspondingly, the length of the waterproof groove 5 also follows variation.Phase up and down
Adjacent two plug-in walls by following plug-in wall described raised 6 with 5 phase of the waterproof groove of plug-in wall above
Match, is stitched together.The waterproof groove 5 and described raised 6 is disposed as twice, one waterproof action, one insurance
Effect, can maximize waterproof, particularly suitable for southern more place of raining.And the waterproof groove 5 with it is described convex
It plays 6 can also arrange in pairs or groups sealant and article rubber water stop of cooperation to use, even more well ensures the effect of antiseep.To sum up,
The waterproof performance of the plug-in wall is good.
Two rib columns are arranged in the plug-in side within the walls in a kind of compound plug-in wall of the close rib of assembled of the utility model, can
It directly the plug-in wall to be lifted into cast-in-place floor plates, is overlapped, is realized by bolt described outer by rib column and in-situ layer
Hang the connection between wall and beam column.And hole is set in rib column, carries out pin joint with special steel pipe so that out-hung panel it
Between there has also been close connection, ensure that the globality of plug-in wall.The plug-in wall has structure simple, light, waterproofness of being self-possessed
Good, the simple and reliable plurality of advantages of constructing operation of energy, and out-hung panel is installed in place and does not need subsequent processing later, and surface can
To be customized according to client's hobby, artistic expression is more preferable.
It is noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations;Although
The utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: its according to
It is so possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is equally replaced
It changes;And these are modified or replaceed, various embodiments of the utility model technical solution that it does not separate the essence of the corresponding technical solution
Protection scope.
Claims (10)
1. a kind of compound plug-in wall of the close rib of assembled, including concrete (1), reinforced mesh (2), inner protective layer (4), rib column (7)
With thermal insulation material (8), the concrete (1) is filled in inside and outside and their phases of the reinforced mesh (2) and the rib column (7)
The plug-in wall is formed in gap between mutually, which is characterized in that the plug-in wall is equipped with the inner protective layer (4) and described
Thermal insulation material (8), the long bolt (9) that protrusion wall is equipped with the high side formed of the plug-in wall;The plug-in wall
Top is parallel to length direction and respectively there are a notch (14) in two corners ipsilateral with the bolt (9);Vierendeel girder (13)
End is embedded in the notch (14), and is fixed together by angle steel (10) and the plug-in wall, angle steel (10) the side patch
The plug-in wall is closed, the other side is bonded the Vierendeel girder (13), and the angle steel (10) is bonded on the side of the plug-in wall and is provided with
Through-hole is passed through for the bolt (9), and the bolt (9) across the through-hole is equipped with nut.
2. the compound plug-in wall of the close rib of a kind of assembled according to claim 1, which is characterized in that on the Vierendeel girder (13)
Face be successively arranged superimposed sheet (12), after pour part concrete (11), and be embedded in the notch of the plug-in wall jointly.
3. the compound plug-in wall of the close rib of a kind of assembled according to claim 2, which is characterized in that the bolt (9) is respectively
Four edges of the plug-in wall are set, after upper and lower two plug-in wall splicings, the plug-in wall upper side edge below
The bolt (9) at angle passes through the angle steel (10) and the lower surface of the Vierendeel girder (13) is fixed;Above described plug-in
The bolt (9) of edge passes through another described angle steel (10) on the downside of wall, with it is described after pour the upper of part concrete (11)
Surface is fixed.
4. the compound plug-in wall of the close rib of a kind of assembled according to claim 1, which is characterized in that the bolt (9) and spiral shell
Gasket is equipped between mother.
5. the compound plug-in wall of the close rib of a kind of assembled according to claim 1, which is characterized in that the reinforced mesh (2)
It is located at the plug-in portion within the walls and is parallel to the long side with high formation of the plug-in wall.
6. the compound plug-in wall of the close rib of a kind of assembled according to claim 1, which is characterized in that rib column (7) setting
In the plug-in portion two sides within the walls, it is parallel to the short transverse of the plug-in wall, the bolt (9) is arranged in the rib
On column (7).
7. the compound plug-in wall of the close rib of a kind of assembled according to claim 6, which is characterized in that the plug-in wall protrusion is set
There is the surface of the bolt (9) side to be equipped with groove, the thermal insulation material (8) sets in the groove, and outside is by described interior
Protective layer (4) sealing.
8. the compound plug-in wall of the close rib of a kind of assembled according to claim 1, which is characterized in that the plug-in wall it is wide with it is high
It is opened up on the side of formation hole (3), the both ends of tubular body by being inserted respectively by the two adjacent plug-in walls in left and right
Pin joint is together in the corresponding described hole (3) of two neighboring plug-in wall.
9. the compound plug-in wall of the close rib of a kind of assembled according to claim 1, which is characterized in that the plug-in wall lower surface
Equipped with waterproof groove (5), upper surface is equipped with raised (6), and neighbouring two plug-in walls pass through the institute of following plug-in wall
It states raised (6) and the waterproof groove (5) of plug-in wall above matches, be stitched together.
10. -9 described in any item a kind of compound plug-in walls of the close rib of assembled according to claim 1, which is characterized in that in described
Protective layer (4) is internal decking sheet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820709917.2U CN208455878U (en) | 2018-05-11 | 2018-05-11 | A kind of compound plug-in wall of the close rib of assembled |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820709917.2U CN208455878U (en) | 2018-05-11 | 2018-05-11 | A kind of compound plug-in wall of the close rib of assembled |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208455878U true CN208455878U (en) | 2019-02-01 |
Family
ID=65152008
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820709917.2U Active CN208455878U (en) | 2018-05-11 | 2018-05-11 | A kind of compound plug-in wall of the close rib of assembled |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208455878U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110306824A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of historical building blocking reinforcing wall |
CN110306822A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of historical building exterior wall unit plate with water-proof function |
CN114197683A (en) * | 2021-11-16 | 2022-03-18 | 新疆新冶建筑集成科技有限公司 | Prefabricated steel and concrete dense rib heat preservation composite integrated wallboard |
CN114197683B (en) * | 2021-11-16 | 2024-05-10 | 新疆新冶建筑集成科技有限公司 | Prefabricated steel and concrete dense rib heat preservation composite integrated wallboard |
-
2018
- 2018-05-11 CN CN201820709917.2U patent/CN208455878U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110306824A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of historical building blocking reinforcing wall |
CN110306822A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of historical building exterior wall unit plate with water-proof function |
CN114197683A (en) * | 2021-11-16 | 2022-03-18 | 新疆新冶建筑集成科技有限公司 | Prefabricated steel and concrete dense rib heat preservation composite integrated wallboard |
CN114197683B (en) * | 2021-11-16 | 2024-05-10 | 新疆新冶建筑集成科技有限公司 | Prefabricated steel and concrete dense rib heat preservation composite integrated wallboard |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106065663A (en) | Assembled steel reinforced concrete beam and plate system with in-situ layer in building structure | |
KR101177916B1 (en) | Dome shape construction | |
CN105951998B (en) | A kind of integrated assembled type dwelling house system and its construction method | |
CN208455878U (en) | A kind of compound plug-in wall of the close rib of assembled | |
CN107060104B (en) | Assembled steel frame concrete box type unit structure system and construction method thereof | |
CN205894290U (en) | Take cast -in -place layer's assembled reinforced concrete contignation system among building structure | |
CN203701387U (en) | Floor slab structure with embedded heat preservation cavities | |
CN205475851U (en) | Energy -conserving walling system of modularization detaching -free formwork | |
CN203145269U (en) | Energy-saving dense-rib slab with cavities | |
JP2020514585A (en) | Rapid construction of energy efficient buildings | |
CN205502373U (en) | Evaporate and press whole wallboard that keeps warm of aerated concrete | |
CN107379224A (en) | A kind of Combined type reinforced truss concrete structure heat-preserving wall component | |
CN208329257U (en) | A kind of structure, heat preservation, decoration integrated assembled energy-saving wall | |
CN208618627U (en) | A kind of precast floor slab and its connection structure | |
CN207959529U (en) | Overlap wall vertically with horizontal member roof connecting node | |
KR20170003836U (en) | Wall structure using a gabion | |
ITBO20110522A1 (en) | REINFORCEMENT NETWORK FOR BUILDING BEARING PANELS, LOADER BUILDING PANEL, BUILDING STRUCTURE WITH LOAD BEARING AND METHOD OF CONSTRUCTION OF A BEARING BUILDING PANEL. | |
CN105133765A (en) | Construction method for bottom warming of profiled steel plate concrete composite floor | |
JP5054217B2 (en) | Concrete container house | |
CN210288864U (en) | Assembled prefabricated wall board | |
CN208309913U (en) | Quickly assembling external wall separates unitary tape reinforcing bar disassembly-free thermal-insulation form board | |
CN207140032U (en) | A kind of Combined type reinforced truss concrete structure heat-preserving wall component | |
CN208152323U (en) | A kind of monoblock type composite thermal insulation exterior wall | |
CN208884804U (en) | A kind of superimposed sheet and its mounting structure | |
CN207863238U (en) | Overlap wall body structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |