CN205399731U - Assembled reinforced concrete wall structure based on heat channel cuts off technique - Google Patents
Assembled reinforced concrete wall structure based on heat channel cuts off technique Download PDFInfo
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- CN205399731U CN205399731U CN201620148660.9U CN201620148660U CN205399731U CN 205399731 U CN205399731 U CN 205399731U CN 201620148660 U CN201620148660 U CN 201620148660U CN 205399731 U CN205399731 U CN 205399731U
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Abstract
The utility model discloses an assembled reinforced concrete wall structure based on heat channel cuts off technique, including side fascia, wallboard intermediate level, interior wallboard and truss, wall body outside -in is side fascia, wallboard intermediate level and interior wallboard respectively, constitutes sandwich structure, the chord member of truss is buried underground respectively in side fascia and interior wallboard, and the web member of truss runs through wallboard intermediate level and both ends connects chord member and the chord member in the interior wallboard in the side fascia respectively, be equipped with the web member connecting piece that is used for cutting off the heat channel between side fascia and the interior wallboard on the web member of truss. Have advantages such as the heat channel of wall, structure and function are integrated, the wholeness is good, compensatied the not enough of current assembled concrete panel system, have the economy and the social of preferred.
Description
Technical field
This utility model relates to construction wall technical field of structures, particularly relates to the assembled steel reinforced concrete wall structure based on heat bridge separating technology.
Background technology
Building total energy consumption proportion in national economy is relatively big, and the operation energy consumption of building operational phase is the largest portion of building total energy consumption.Owing to material thermal characteristics is discontinuous, material heterogencity, geometrical condition etc., result in some position and become the region that hot-fluid is relatively intensive, internal surface temperature is relatively low (or higher), this region is the main thoroughfare of the heat bridge heat exchange with obvious multidimensional heat conduction characteristic；The existence of heat bridge adds the localized heat transfer of body of wall, reduces the average thermal resistance of building, adds the energy resource consumption of building, the phenomenon such as cause condensation, go mouldy.Therefore, the building enclosure performance of building is the key of building energy conservation.
At present, building industrialization is promoted rapidly with its " "five integrations" " advantage, but prefabricated assembled body of wall also faces the heat bridge problem of tradition body of wall, existing prefabricated assembled concrete wall technology all cannot eliminate the secondary problem that heat bridge causes, thus limiting its range of application.For the problems referred to above, it is necessary to research and develop the assembled steel reinforced concrete wall based on heat bridge separating technology.
Utility model content
For the defect that prior art exists, the purpose of this utility model is to provide a kind of assembled steel reinforced concrete wall based on heat bridge separating technology having and cutting off heat bridge, structure and the advantage such as function integration, good integrity, to solve the heat bridge problem of traditional body of wall that existing prefabricated assembled body of wall faces, existing prefabricated assembled concrete wall technology all cannot eliminate the secondary problem that heat bridge causes, thus limiting the technical problem of its range of application.
In order to realize above-mentioned technical purpose, the technical scheme of this utility model patent is: a kind of assembled steel reinforced concrete wall structure based on heat bridge separating technology, including Side fascia, wallboard intermediate layer, lining and truss；Body of wall ecto-entad respectively Side fascia, wallboard intermediate layer and lining, constitute sandwich；The chord member of truss is embedded in Side fascia and lining respectively, and the web member of truss runs through the chord member in wallboard intermediate layer and two ends connecting external wall panels respectively and the chord member in lining；The web member of truss is provided with the web member connector for cutting off the heat bridge between Side fascia and lining.
Further, the tension rib for the chord member in drawknot Side fascia respectively with the chord member in web member connector and drawknot lining with web member connector it is provided with in wallboard intermediate layer；Tension rib constitutes the web member of truss with web member connector；The part that tension rib is in web member connector has the middle part cut off for heat bridge and blocks.
Further, tension rib adopts high-strength deformed steel bar muscle or plain bar, and one end of tension rib adopts the structure structure being upset.
Further, web member connector include being sheathed on block outside position in the middle part of tension rib sleeve, for fixing tension rib position in sleeve and avoiding tension rib and the reinforcing bar fixture of barrel contacts, be filled in barrel bore and for blocking the Binder Materials bonded together by tension rib from the middle part of tension rib and being located at the end seals part that sleeve ends is used for preventing and treating Binder Materials seepage and extraneous etching medium penetrates into.
Further, the radial dimension of sleeve is gradually reduced to two ends by middle part.
Further, sleeve adopts monoblock type spindle sleeve；Or sleeve adopts two and half spindle sleeves to be threadably secured and is integrated.
Further, Side fascia and lining are provided with vertically layout the elongated vertical muscle as chord member of truss；Elongated vertical muscle in Side fascia, the elongated vertical muscle in lining and web member constitute plane reinforced mesh.
Further, Side fascia and/or lining are additionally provided with the transverse steel arranged in the horizontal direction；Elongated vertical muscle in transverse steel, Side fascia, the elongated vertical muscle in lining and web member Special composition bar frame.
Further, wallboard intermediate layer adopts cast-in-place concrete pouring layer, constitutes and has the assembled steel reinforced concrete shear body of wall compared with large bearing capacity；Or wallboard intermediate layer adopts filled thermal insulation materials layer, constitute the assembled steel reinforced concrete heat-insulation wall meeting heat preservation energy-saving demand.
Further, truss is provided with many groups, and many group truss are parallel to each other and interval is laid.
Based on the assembled steel reinforced concrete wall of heat bridge separating technology, including Side fascia, lining, wallboard intermediate layer, truss, transverse steel, elongated vertical muscle, web member connector, tension rib, sleeve, end seals part, reinforcing bar fixture, truss, Binder Materials.Tension rib is fixed in sleeve by reinforcing bar fixture, injects Binder Materials and adopts end seals part to be sealed at sleeve two ends, thus constituting web member connector in sleeve.Elongated vertical muscle and web member connector composition truss, transverse steel and truss constitute the reinforcing bar space net rack of lining and Side fascia.By casting concrete, can preparing into Side fascia and lining, space is wallboard intermediate layer between the two.Cast-in-place concrete can be passed through in wallboard intermediate layer or fill insulation material, preparing the assembled steel reinforced concrete wall meeting structure or insulation demand.This utility model has partition heat bridge, structure and the advantage such as function integration, good integrity, compensate for the deficiency of existing assembly concrete panel wall system, has preferably economic and social benefit.
Further, two tension ribs are fixed on sleeve ends by reinforcing bar fixture, inject Binder Materials and adopt end seals part to be sealed at sleeve two ends, thus constituting web member connector in sleeve.Elongated vertical muscle and transverse steel have been interconnected to constitute the plane reinforced mesh in lining and Side fascia, web member connector connects the elongated vertical muscle above lining and Side fascia by tension rib and forms truss, therefore elongated vertical muscle, transverse steel and web member connector together constitute the space bar frame of body of wall.Bar frame both sides, space casting concrete at body of wall can prepare into Side fascia and the lining of body of wall, and between Side fascia and lining, space is wallboard intermediate layer, thus preparing the prefabricated assembled concrete body of wall with sandwich.According to on-the-spot fabric structure and functional requirement.In wallboard intermediate layer can cast-in-place concrete or fill insulation material, prepare and join formula reinforced concrete sandwich shear wall or heat-preserving wall.This utility model has partition heat bridge, structure and the advantage such as function integration, good integrity, compensate for the deficiency of existing assembly concrete panel wall system, has preferably economic and social benefit.
Further, web member connector is made up of tension rib, reinforcing bar fixture, sleeve, Binder Materials, end seals part, its structure is to utilize reinforcing bar fixture to be fixed on sleeve ends by two tension ribs, injects Binder Materials and adopt end seals part that sleeve two ends are sealed composition in sleeve.Web member connector connects the elongated vertical muscle above lining and Side fascia by tension rib and forms truss, has collectively constituted the space bar frame of body of wall with elongated vertical muscle and transverse steel again.
Further, tension rib is high-strength deformed steel bar muscle or plain bar, and its one end is upset, in order to utilize the end anchorage Binder Materials of jumping-up to play the effect such as power transmission, connection.
Further, sleeve is that one or more in metal, organic plastics, resin, high molecular polymer, fibrous composite prepare into fusiform barrel device.Sleeve can be the fusiform barrel device of single monoblock type, it is possible to be that two and half fusiform barrel devices are connected by middle part thread helix.It is an entirety that sleeve is mainly used to tension rib, reinforcing bar fixture, Binder Materials, the contact of end seals part, plays the effect such as constraint, transmission load.
Further, reinforcing bar fixture is one or more in organic plastics, resin, high molecular polymer, fibrous composite elements of low thermal conductivity of making, mainly in order to fixing tension rib position in sleeve and avoid tension rib to contact with sleeve etc., cut off heat bridge, the effect such as spacing.
Further, Binder Materials is one or more in high-strength micro expanding cement grout material, epoxy resin, high strength micro expansion dry-mixed mortar, polymer mortar.Main in order to be poured in sleeve, anchor the tension rib of jumping-up after hardening, it is achieved the effects such as transmission load, partition heat bridge.
Further, end seals part is one or more in EPT rubber packing part, nitrile rubber sealing member, neoprene seal, silica type sealing member, rubber and plastic class sealing member and Plastic sealing member.In order to avoid Binder Materials slurry seepage and the extraneous etching medium of partition in potting compound gel material process to penetrate into.
Further, truss be elongated vertical muscle and web member connector constitute there is three dimensions rack or two dimensional surface grid structure.Primarily serve support, transmission load, contact lining and the effect such as Side fascia, uniform stress.
Further, wallboard intermediate layer is in the middle of lining and Side fascia, can be prepared into by existing casting concrete and there is the assembled steel reinforced concrete shear body of wall compared with large bearing capacity, it is possible to fill insulation material and prepare the assembled steel reinforced concrete heat-insulation wall meeting heat preservation energy-saving demand.
Advantageous Effects of the present utility model is:
1, compared with conventional construction techniques, this utility model belongs to the assembly concrete body of wall in building industrialization technology, its environmental protection possessed, mechanization degree is high, quality is good, cost is controlled and the advantage such as sustainable development, has huge economy, environmental and social benefits.
2, this utility model has partition heat bridge, structure and the advantage such as function integration, good integrity, cut off the heat bridge between inside and outside wall board, compensate for the deficiency of existing assembly concrete panel wall system, for advancing building industrialization technical development to have far reaching significance.
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is this utility model embodiment structural representation based on the assembled steel reinforced concrete wall of heat bridge separating technology；
Fig. 2 is this utility model embodiment cross sectional representation based on the assembled steel reinforced concrete wall of heat bridge separating technology；
Fig. 3 is truss structural schematic diagram of the present utility model；
Fig. 4 is the truss cross sectional representation of Fig. 3；
Fig. 5 is triangle space truss structure schematic diagram of the present utility model；
Fig. 6 is the truss cross sectional representation of Fig. 5；
Fig. 7 is web member connector profile of the present utility model；
Fig. 8 is the profile of single monoblock type spindle sleeve of the present utility model；
Fig. 9 is the profile of two and half spindle sleeves of the present utility model.
Marginal data:
1, Side fascia；2, lining；3, wallboard intermediate layer；4, truss；5, transverse steel；6, elongated vertical muscle；7, web member connector；8, tension rib；9, sleeve；10, end seals part；11, reinforcing bar fixture；12, Binder Materials.
Detailed description of the invention
Further illustrating this utility model technology contents below, but be not the restriction to this utility model flesh and blood.
Fig. 1 is this utility model embodiment structural representation based on the assembled steel reinforced concrete wall of heat bridge separating technology；Fig. 2 is this utility model embodiment cross sectional representation based on the assembled steel reinforced concrete wall of heat bridge separating technology；Fig. 3 is truss structural schematic diagram of the present utility model；Fig. 4 is the truss cross sectional representation of Fig. 3；Fig. 5 is triangle space truss structure schematic diagram of the present utility model；Fig. 6 is the truss cross sectional representation of Fig. 5；Fig. 7 is web member connector profile of the present utility model；Fig. 8 is the profile of single monoblock type spindle sleeve of the present utility model；Fig. 9 is the profile of two and half spindle sleeves of the present utility model.
As it is shown in figure 1, the assembled steel reinforced concrete wall structure based on heat bridge separating technology of the present embodiment, including Side fascia 1, wallboard intermediate layer 3, lining 2 and truss 4；Body of wall ecto-entad respectively Side fascia 1, wallboard intermediate layer 3 and lining 2, constitute sandwich；The chord member of truss 4 is embedded in Side fascia 1 and lining 2 respectively, and the web member of truss 4 runs through the chord member in wallboard intermediate layer 3 and two ends connecting external wall panels 1 respectively and the chord member in lining 2；The web member of truss 4 is provided with the web member connector 7 for cutting off the heat bridge between Side fascia 1 and lining 2.
As shown in Fig. 1,2,3,4,5,6 and 7, in the present embodiment, in wallboard intermediate layer 3, it is provided with the tension rib 8 for the chord member in drawknot Side fascia 1 respectively with the chord member in web member connector 7 and drawknot lining 2 with web member connector 7.Tension rib 8 and web member connector 7 constitute the web member of truss 4.The part that tension rib 8 is in web member connector 7 has the middle part cut off for heat bridge and blocks.
Such as Fig. 5, shown in 6 and 7, in the present embodiment, tension rib 8 adopts high-strength deformed steel bar muscle or plain bar.One end of tension rib 8 adopts the structure structure being upset.
As shown in Fig. 1,2,3,4,5,6 and 7, in the present embodiment, web member connector 7 include being sheathed on block outside position in the middle part of tension rib 8 sleeve 9, for fixing the tension rib 8 position in sleeve 9 the reinforcing bar fixture 11 avoiding tension rib 8 to contact with sleeve 9, be filled in sleeve 9 inner chamber and for blocking the Binder Materials 12 bonded together by tension rib 8 from the middle part of tension rib 8 and being located at the end seals part 10 that sleeve 9 end is used for preventing and treating Binder Materials 12 seepage and extraneous etching medium penetrates into.
As shown in Fig. 5,6,7,8 or 9, in the present embodiment, the radial dimension of sleeve 9 is gradually reduced to two ends by middle part.
In the present embodiment, as shown in Figure 8, sleeve 9 adopts monoblock type spindle sleeve.It is integrated as it is shown in figure 9, sleeve 9 adopts two and half spindle sleeves to be threadably secured.
As shown in Fig. 1,2,3 and 4, in the present embodiment, Side fascia 1 and being provided with in lining 2 is vertically arranged and as the elongated vertical muscle 6 of truss 4 chord member.Elongated vertical muscle 6 in Side fascia 1, the elongated vertical muscle 6 in lining 2 and web member constitute plane reinforced mesh.This utility model utilizes elongated vertical muscle, longitudinal reinforcement and web member connector to constitute the three dimensions grid structure within body of wall, improves wall integrity, shock resistance and harmony, so that body of wall can be applied in the building of requirements for fortification against earthquake.
As it can be seen in figures 5 and 6, in the present embodiment, Side fascia 1 and/or be additionally provided with the transverse steel 5 arranged in the horizontal direction in lining 2.Elongated vertical muscle 6 in transverse steel 5, Side fascia 1, the elongated vertical muscle 6 in lining 2 and web member Special composition bar frame.
In the present embodiment, wallboard intermediate layer 3 adopts cast-in-place concrete pouring layer, constitutes and has the assembled steel reinforced concrete shear body of wall compared with large bearing capacity；Or wallboard intermediate layer 3 adopts filled thermal insulation materials layer, constitute the assembled steel reinforced concrete heat-insulation wall meeting heat preservation energy-saving demand.This utility model also can according to heat preservation energy-saving demand, by wallboard intermediate layer fill insulation material, prepare have heat insulation function assembled steel reinforced concrete folding wall body structure, thus improving the multi-functional combined wall scope of application of assembly concrete.
As illustrated in fig. 1 and 2, in the present embodiment, truss 4 is provided with many groups.Many group truss 4 are parallel to each other and interval is laid.
During enforcement, based on the assembled steel reinforced concrete wall of heat bridge separating technology, including Side fascia 1, lining 2, wallboard intermediate layer 3, truss 4, transverse steel 5, elongated vertical muscle 6, web member connector 7, tension rib 8, sleeve 9, end seals part 10, reinforcing bar fixture 11, Binder Materials 12.As shown in Figure 1, elongated vertical muscle 6 has been interconnected to constitute the plane reinforced mesh in lining 2 and Side fascia 1 with transverse steel 5, web member connector 7 connects the elongated vertical muscle 6 above lining 2 and Side fascia 1 by tension rib 8 and forms truss 4, therefore elongated vertical muscle 6, transverse steel 5 and web member connector 7 have collectively constituted the space bar frame of body of wall.Bar frame both sides, space casting concrete at body of wall can prepare into Side fascia 1 and the lining 2 of body of wall, and between Side fascia 1 and lining 2, space is wallboard intermediate layer 3, thus the prefabricated assembled concrete body of wall with sandwich can be prepared.As shown in Figure 2, Side fascia 1 and lining 2 are contained within elongated vertical muscle 6, transverse steel 5, elongated vertical muscle 6, transverse steel 5 mutually overlap and constitute plane bar-mat reinforcement within the walls, elongated vertical muscle 6 in lining 2 and Side fascia 1 is connected as one by the tension rib 8 on web member connector 7, whole body of wall is sandwich, ecto-entad respectively Side fascia 1, wallboard intermediate layer 3 and lining 2.As shown in Fig. 3,4,5,6, lining 2 and the elongated vertical muscle 6 on Side fascia 1, by the truss 4 that the tension rib 8 on web member connector 7 connects as one.May be designed as planar shaped truss according to wall body structure demand truss 4, as Fig. 3,4；Be also designed to triangular form space truss, as Fig. 5,6.Utilize truss 4 Side fascia 1 and lining 2 to be contacted to be integrated, thus preparing the wall body structure with preferably anti-seismic performance and overall performance.As Fig. 4,6, shown in, truss 4 is to utilize the tension rib 8 on elongated vertical muscle 6 and web member connector 7 to connect as one.Tension rib 8 on web member connector 7 is bonded together by Binder Materials 12 in sleeve 9, therefore this truss 4 has and meets structural bearing capacity and cut off heat bridge demand.As it is shown in fig. 7, tension rib 8 is fixed in sleeve 9 by reinforcing bar fixture 11, adopting Binder Materials 12 will fill sleeve 9 inside and fill closely knit, the end of sleeve 9 is placed end seals part 10 and is sealed, to prevent Binder Materials 12 seepage and extraneous etching medium infiltration.Certain distance is there is, to prevent from forming heat bridge, thus defining one there is heat bridge cutting function connecting device between tension rib 8, sleeve 9 and Binder Materials 12 between two tension ribs 8 in sleeve 9.Web member connector 7 connects the elongated vertical muscle 6 above lining 2 and Side fascia 1 by tension rib 8 and forms truss 4, has collectively constituted the space bar frame of body of wall with elongated vertical muscle 6 and transverse steel 5 again.As shown in Figure 8, sleeve 9 can be single monoblock type spindle sleeve.It is threadably secured is integrated as it is shown in figure 9, sleeve 9 can also be two and half spindle sleeves.Sleeve 9 prepares into fusiform barrel device for one or more in metal, organic plastics, resin, high molecular polymer, fibrous composite.As shown in Figure 8, sleeve 9 can be the fusiform barrel device of single monoblock type.As it is shown in figure 9, can be that two and half fusiform barrel devices are connected by middle part thread helix.It is an entirety that sleeve 9 is mainly used to tension rib 8, reinforcing bar fixture 11, Binder Materials 12, end seals part 10 contact, plays the effect such as constraint, transmission load.
Of the present utility model it is further characterized in that tension rib 8 is for high-strength deformed steel bar muscle or plain bar, its one end is upset, the end anchorage Binder Materials 12 facilitating the use jumping-up plays the effect such as power transmission, connection, tension rib 8 is mainly used in connecting the elongated vertical muscle 6 on lining 2 and Side fascia 1, thus lining 2 and Side fascia 1 are constituted entirety.
The element being further characterized in that reinforcing bar fixture 11 is one or more low thermal conductivities made in organic plastics, resin, high molecular polymer, fibrous composite of the present utility model, main position in order to fixing tension rib 8 in sleeve 9 also avoids tension rib 8 contact with sleeve 9 etc., plays and cuts off heat bridge, spacing etc. acts on.
Of the present utility model it is further characterized in that Binder Materials 12 is for one or more in high-strength micro expanding cement grout material, epoxy resin, high strength micro expansion dry-mixed mortar, polymer mortar, main in order to be poured in sleeve 9, the tension rib 8 of jumping-up is anchored, it is achieved the effects such as transmission load, partition heat bridge after hardening.
Of the present utility model be further characterized in that end seals part 10 be EPT rubber packing part, one or more in nitrile rubber sealing member, neoprene seal, silica type sealing member, rubber and plastic class sealing member and Plastic sealing member, in order to avoid in potting compound gel material 12 process slurry seepage and to cut off extraneous etching medium and penetrate into.
Of the present utility model it is further characterized in that truss 4 has three dimensions rack or two dimensional surface grid structure for what elongated vertical muscle 6 and web member connector 7 were constituted, primarily serves supports, transmission load, contact lining 2 and Side fascia 1 etc. act on.
Of the present utility model it is further characterized in that wallboard intermediate layer 3 is in the middle of lining 2 and Side fascia 1, can be prepared into by existing casting concrete and there is the assembled steel reinforced concrete shear body of wall compared with large bearing capacity, it is possible to fill insulation material and prepare the assembled steel reinforced concrete heat-insulation wall meeting heat preservation energy-saving demand.
During enforcement, elongated vertical muscle 6, web member connector 7, transverse steel 5 first constitute reinforcing bar space grid structure, can prepare lining 2 and Side fascia 1 at bar frame both sides casting concrete.According to wall body structure and functional requirement, in wallboard intermediate layer 3, existing casting concrete is prepared into and is had the assembled steel reinforced concrete shear body of wall compared with large bearing capacity, it is possible to fills insulation material and prepares the assembled steel reinforced concrete heat-insulation wall meeting heat preservation energy-saving demand.This utility model has partition heat bridge, structure and the advantage such as function integration, good integrity, compensate for the deficiency of existing assembly concrete panel wall system, has preferably economic and social benefit.
The foregoing is only preferred embodiment of the present utility model; not thereby protection domain of the present utility model is limited; every equivalent structure transformation utilizing this utility model description to make; or directly or indirectly it is used in other relevant technical fields, all in like manner include in scope of patent protection of the present utility model.
Claims (10)
1. the assembled steel reinforced concrete wall structure based on heat bridge separating technology, it is characterised in that include Side fascia (1), wallboard intermediate layer (3), lining (2) and truss (4)；Body of wall ecto-entad respectively Side fascia (1), wallboard intermediate layer (3) and lining (2), constitute sandwich；The chord member of truss (4) is embedded in Side fascia (1) and lining (2) respectively, and the web member of truss (4) runs through the chord member in wallboard intermediate layer (3) and two ends connecting external wall panels (1) respectively and the chord member in lining (2)；The web member of truss (4) is provided with the web member connector (7) for cutting off the heat bridge between Side fascia (1) and lining (2).
2. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to claim 1, it is characterized in that, in wallboard intermediate layer (3), be provided with the tension rib (8) for the chord member in drawknot Side fascia (1) respectively with the chord member in web member connector (7) and drawknot lining (2) with web member connector (7)；Tension rib (8) constitutes the web member of truss (4) with web member connector (7)；The part that tension rib (8) is in web member connector (7) has the middle part cut off for heat bridge and blocks.
3. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to claim 2, it is characterized in that, tension rib (8) adopts high-strength deformed steel bar muscle or plain bar, and one end of tension rib (8) adopts the structure structure being upset.
4. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to claim 2, it is characterized in that, web member connector (7) includes being sheathed on the sleeve (9) that the middle part of tension rib (8) is blocked outside position, for fixing the tension rib (8) position in sleeve (9) the reinforcing bar fixture (11) avoiding tension rib (8) to contact with sleeve (9), it is filled in sleeve (9) inner chamber and for blocking the Binder Materials (12) bonded together by tension rib (8) from the middle part of tension rib (8) and being located at the end seals part (10) that sleeve (9) end is used for preventing and treating Binder Materials (12) seepage and extraneous etching medium infiltration.
5. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to claim 4, it is characterised in that the radial dimension of sleeve (9) is gradually reduced to two ends by middle part.
6. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to claim 4, it is characterised in that sleeve (9) adopts monoblock type spindle sleeve；Or sleeve (9) adopts two and half spindle sleeves to be threadably secured and is integrated.
7. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to any one of claim 1 to 6, it is characterized in that, Side fascia (1) and being provided with in lining (2) is vertically arranged and as the elongated vertical muscle (6) of truss (4) chord member；Elongated vertical muscle (6) in Side fascia (1), the elongated vertical muscle (6) in lining (2) and web member constitute plane reinforced mesh.
8. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to claim 7, it is characterised in that Side fascia (1) and/or be additionally provided with the transverse steel (5) arranged in the horizontal direction in lining (2)；Elongated vertical muscle (6) in transverse steel (5), Side fascia (1), the elongated vertical muscle (6) in lining (2) and web member Special composition bar frame.
9. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to any one of claim 1 to 6, it is characterized in that, wallboard intermediate layer (3) adopts cast-in-place concrete pouring layer, constitutes and has the assembled steel reinforced concrete shear body of wall compared with large bearing capacity；Or wallboard intermediate layer (3) adopt filled thermal insulation materials layer, constitute the assembled steel reinforced concrete heat-insulation wall meeting heat preservation energy-saving demand.
10. the assembled steel reinforced concrete wall structure based on heat bridge separating technology according to any one of claim 1 to 6, it is characterised in that truss (4) is provided with many groups, organizes truss (4) more and is parallel to each other and interval laying.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735517A (en) * | 2016-02-27 | 2016-07-06 | 中南大学 | Assembly type reinforced concrete wall structure based on thermal bridge partition technology |
| CN106368353A (en) * | 2016-11-03 | 2017-02-01 | 苏州设计研究院股份有限公司 | Coinciding plate type shear wall structure |
| CN108678233A (en) * | 2018-07-30 | 2018-10-19 | 唐元元 | A kind of bridge cut-off concrete composite partition and preparation method thereof |
| CN111379354A (en) * | 2020-04-03 | 2020-07-07 | 金国洪 | Light steel mesh wall and building house body built by same |
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2016
- 2016-02-27 CN CN201620148660.9U patent/CN205399731U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735517A (en) * | 2016-02-27 | 2016-07-06 | 中南大学 | Assembly type reinforced concrete wall structure based on thermal bridge partition technology |
| CN105735517B (en) * | 2016-02-27 | 2017-09-19 | 中南大学 | Assembled steel reinforced concrete wall structure based on heat bridge separating technology |
| CN106368353A (en) * | 2016-11-03 | 2017-02-01 | 苏州设计研究院股份有限公司 | Coinciding plate type shear wall structure |
| CN108678233A (en) * | 2018-07-30 | 2018-10-19 | 唐元元 | A kind of bridge cut-off concrete composite partition and preparation method thereof |
| CN111379354A (en) * | 2020-04-03 | 2020-07-07 | 金国洪 | Light steel mesh wall and building house body built by same |
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