CN106522408A - Assembly type cast-in-place concrete frame thermal-insulating wall component - Google Patents
Assembly type cast-in-place concrete frame thermal-insulating wall component Download PDFInfo
- Publication number
- CN106522408A CN106522408A CN201611055113.7A CN201611055113A CN106522408A CN 106522408 A CN106522408 A CN 106522408A CN 201611055113 A CN201611055113 A CN 201611055113A CN 106522408 A CN106522408 A CN 106522408A
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- Prior art keywords
- wallboard
- column
- steel skeleton
- reinforcing bar
- heat
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention relates to an assembly type cast-in-place concrete frame thermal-insulating wall component. The assembly type cast-in-place concrete frame thermal-insulating wall component comprises a wallboard, stand columns and side columns, wherein the wallboard, the stand columns and the side columns comprise steel skeletons, thermal-insulating layers and concrete protecting layers; the wallboard is arranged between the two stand columns or between one stand column and one side column; and the two ends of connecting reinforced bars in the steel skeleton of the wallboard are in lap joint with connecting reinforced bars in the steel skeletons of the stand columns or the side columns to form a whole. According to the assembly type cast-in-place concrete frame thermal-insulating wall component, the modular design thought is adopted; the whole wall is broken into three unit modules which are the wallboard, the stand columns and the side columns; each unit module can be horizontally assembled on the ground and is molded by pouring, integrally hoisted and combined; and only bearing columns and wall concrete need to be poured on site, so that the construction speed of the concrete frame thermal-insulating wall is greatly increased; and the assembly type cast-in-place concrete frame thermal-insulating wall component has a supporting effect for realization of building industrialization, construction site assembly, building industry structure optimization.
Description
Technical field
The present invention relates to a kind of construction material, specifically a kind of to be used for constructional concrete frame structure building
The component of body of wall.
Background technology
Heat preservation module (plate) material has been widely used for the insulation of building masonry wall, and common occupation mode is will to be incubated mould
Block (plate) be pasted onto the body of wall for having constructed molding surface formed heat-insulation layer, or with heat preservation module (plate) composition template,
Concreting is carried out again, make heat preservation module (plate) be integrally formed heat-preserving wall or sandwich heat preserving wall body with concrete formation.But
It is either the former or the latter, heat preservation module (plate) will carry out live splicing, and its site operation spillage of material amount is big, easily applies
Work is poor, causes energy saving building integral constructing speed low, long construction period, and construction cost is high.
In many buildings, particularly high-rise, concrete frame structure group is built filling wall and is pasted outside inorganic board
Heat-insulation system has been widely adopted.The building masonry wall of this kind of structure is typically first poured in place concrete frame structure, then mixed
In-filled block in solidifying soil framework, finally outside wall of building blocks by crab-bolt adhesive insulating layer, smear protective layer and constitute building block group and build
Filled wall.
Although concrete frame structure itself has higher intensity, shock resistance is strong, the advantage of long service life,
It is：1st, its building block group builds filled wall and Structure Beam-column without being connected outside plane, once affected by earthquake, filled wall plane
Meeting unstable failure, building block build the impaired even casualties that causes any property loss that comes off of filled wall；2nd, masonry shearwalls body is general
All adopt strength grade and build for the building block group of MU5.0 or MU7.5, the durability of its material can not be with the concrete frame structure same longevity
Life, causes the whole service life of building to reduce.3rd, masonry shearwalls body does not bond ability to crab-bolt, in such basic unit's wall
Cement foam board external thermal insulation affixing system is adopted on body, although fire safety sexual satisfaction standard is required, but durability and thermal insulation separation
Hot difference.
The content of the invention
It is an object of the invention to provide it is a kind of easy to use, architecture construction progress can be improved, makes building overall strong
Degree is improved, the assembled cast-in-place concrete frame insulating wall body construction that shock resistance strengthens, service life extends.
The object of the present invention is achieved like this：
Including wallboard, column and side column,
Wallboard, column and side column include steel skeleton, heat-insulation layer and concrete shield,
Wallboard steel skeleton be connected by the truss arranged according to a determining deviation and with the vertically arranged truss of truss reinforcing bar constitute, truss
Connection reinforcing bar is connected at joint with truss,
Column steel skeleton by the load-bearing reinforcing bar and load-bearing reinforcing bar according to square distribution it is vertically arranged connection reinforcing bar and be connected steel
The spaced apart connector of muscle fixes angle bar composition, and connection reinforcing bar and connector are fixed angle bar and connected at joint with load-bearing reinforcing bar
It is integral,
Side column steel skeleton is identical with the structure of column steel skeleton,
Wallboard, column are identical with the composition of concrete shield with the heat-insulation layer of side column, and heat-insulation layer is by heat preservation module or plate tongue and groove
Inlaying grafting assembly is constituted, and every piece of heat preservation module or plate are fixed on truss or connector fixation angle bar by connector, the coagulation
Native overcoat by the steel wire being fixed on connector and the coagulation local soil type for pouring into,
The heat-insulation layer and concrete shield of wallboard is located at the side of wallboard steel skeleton, the heat-insulation layer and concrete shield of column
Positioned at the side of column steel skeleton, the heat-insulation layer and concrete shield of side column are located at the adjacent both sides of side column steel skeleton,
Wallboard is arranged on two columns or is between a column and a side column, the connection reinforcing bar in wallboard steel skeleton
Two ends are mutually overlapped and are linked into an integrated entity with the connection reinforcing bar in column or side column steel skeleton.
The present invention can also include：
1st, two sides of the heat-insulation layer and concrete shield of wallboard, wallboard steel are stretched out in the two ends of the connection reinforcing bar of wallboard steel skeleton
The layout pitch of the connection reinforcing bar of skeleton is equal with the layout pitch of the connection reinforcing bar in column steel skeleton and side column steel skeleton.
2nd, its heat-insulation layer and concrete shield are stretched out in the upper end of the load-bearing reinforcing bar in column steel skeleton and side column steel skeleton
Top.
3rd, the top of the heat-insulation layer and concrete shield of wallboard stretch out wallboard steel skeleton, column and side column heat-insulation layer and
Reinforcing bar connect together higher than most being gone up in the top of concrete shield.
4th, the opposite side of wallboard steel skeleton is provided with cement plate by screw.
5th, sealed adhesive slot is set in the edge of concrete shield.
6th, hoisting ring is set on the concrete cover of wallboard.
7th, described truss is truss of angle steel or C-type steel truss, and the truss of angle steel is by two parallel angle steel and is connected to
The strip steel composition of two parallel angle steel.
8th, described connector includes bolt and fixed cover, and fixed cover is enclosed within bolt, the bottom surface positioning insulation of fixed cover
Layer, the front end of fixed cover are provided with for fixing the "+" gap of steel wire.
The present invention be directed to need the concrete frame structure of site operation, refill building block, sticking heat-preservation plate and smear anti-
The improvement of the construction technology of the concrete frame heat-preserving wall that sheath is constituted.The present invention adopts modularized design thinking, will be whole
Body of wall resolves into wallboard, three unit modules of column and side column, each unit module can in ground level assembling, pour and build up
Type, integral hoisting combination, scene only need to carry out load-bearing pillar, metope concrete and pour, and make concrete frame heat-preserving wall
Speed of application is increased substantially.
The wallboard of the present invention is arranged between two columns or a column and a side column, in wallboard steel skeleton
The two ends of connection reinforcing bar are mutually overlapped and are linked into an integrated entity with the connection reinforcing bar in column or side column steel skeleton, and load-bearing pillar and metope are mixed
Solidifying soil is poured the rear wall plate for completing and is connected with framework, and the bulk strength and antidetonation, wind loading rating for making building is greatly enhanced,
Will not also occur to cause building damage, property loss and personnel wound because wallboard comes off when earthquake and violent typhoon is run into
Die.
The heat-insulation layer of the present invention is connected with steel skeleton by connector, and the steel wire in concrete shield is fixed on connection
On part, the concrete of concrete shield is cast on steel wire by the way of level is poured.Therefore it is the heat-insulation layer of the present invention, mixed
Interconnected by connector between solidifying soil overcoat and wall skeleton, will not also be sent out when earthquake and violent typhoon is run into
Life is because heat-insulation layer is separated with Wallboard-framework, concrete shield is separated with heat-insulation layer and come off.
The present invention will be to realize building industrialization, job site assembling, and optimization construction industry structure is played a supporting role.
Description of the drawings
Fig. 1 is the front schematic view of the overall assembling structure of the present invention.
Fig. 2 is the sectional view of Fig. 1.
Fig. 3 is the schematic rear view using overall assembling structure during C-type steel truss.
Fig. 4 is the schematic rear view using overall assembling structure during truss of angle steel.
Fig. 5 is the structural representation of column.
Fig. 6 is the structural representation of side column.
Fig. 7 is the structural representation using wallboard during truss of angle steel.
Fig. 8 is the structural representation using wallboard during C-type steel truss.
Fig. 9 is the sectional view using wallboard during truss of angle steel.
Figure 10 is the sectional view using wallboard during C-type steel truss.
Figure 11 is the structural representation of connector.
Specific embodiment
Illustrate below for a more detailed description to the present invention.
With reference to Fig. 1 and Fig. 2, the first embodiment of the present invention mainly includes wallboard 3,2 three part of column 1 and side column,
The erection of doors and windows hole of installation door window 4 can be remained for as needed on wallboard 3 in advance.
With reference to Fig. 4, Fig. 7 and Fig. 9, the composition of wallboard includes steel skeleton, heat-insulation layer 3-1-4 and concrete shield 3-1-3,
Wallboard steel skeleton is connected reinforcing bar 3-1- by truss of angle steel 3-1-1 arranged according to a determining deviation and with the vertically arranged truss of truss
2 compositions, truss connection reinforcing bar are connected at joint with truss, and the heat-insulation layer and concrete shield of wallboard are located at wallboard
The side of steel skeleton.In order to lift conveniently, hoisting ring 3-1-5 just can be set on wallboard.Heat-insulation layer is looked forward to by heat preservation module or plate
Mouthful inlaying grafting assembly composition, every block of heat preservation module plate are fixed on truss by connection, 3-1-7, and concrete shield is by being fixed on
Steel wire on connector and the coagulation local soil type for pouring into.
Include steel skeleton, heat-insulation layer 1-4 and concrete shield 1-6 with reference to the composition of Fig. 5 columns, column steel skeleton is by pressing
The vertically arranged connection reinforcing bar 1-2 of load-bearing reinforcing bar 1-1 and load-bearing reinforcing bar according to square distribution and be connected spacing of reinforcement arrangement
Connector fixes angle bar 1-3 compositions, and connection reinforcing bar and connector are fixed angle bar and are connected at joint with load-bearing reinforcing bar, stood
The heat-insulation layer and concrete shield of post is located at the side of column steel skeleton.Heat-insulation layer is by heat preservation module or plate tongue and groove inlaying grafting assembly
Composition, every block of heat preservation module plate by connector 1-5 be fixed on connector fixation angle bar 1-3 on, the concrete shield by
The steel wire being fixed on connector and the coagulation local soil type for pouring into.
Include steel skeleton, heat-insulation layer 2-4 and concrete shield 2-6 with reference to the composition of Fig. 6 side columns, side column steel skeleton is by pressing
The vertically arranged connection reinforcing bar 2-2 of load-bearing reinforcing bar 2-1 and load-bearing reinforcing bar according to square distribution and be connected spacing of reinforcement arrangement
Connector fixes angle bar 2-3 compositions, and connection reinforcing bar and connector are fixed angle bar and be connected at joint with load-bearing reinforcing bar, side
The heat-insulation layer and concrete shield of post is located at the adjacent both sides of side column steel skeleton.Heat-insulation layer is inserted by heat preservation module or plate tongue and groove
Connect and be assemblied to form, every block of heat preservation module plate is fixed on connector by connector 2-5 and fixes on angle bar, and concrete shield is by solid
The steel wire being scheduled on connector and the coagulation local soil type for pouring into.
With reference to Fig. 3, Fig. 8 and Figure 10, second embodiment of the present invention be in second embodiment be will be therein
Wallboard steel skeleton changes C-type steel truss into by truss of angle steel.The composition of wallboard includes that steel skeleton, heat-insulation layer 3-2-4 and concrete are prevented
Sheath 3-2-3, wallboard steel skeleton by the C-type steel truss 3-2-1 arranged according to a determining deviation and with the vertically arranged truss of truss
Connection reinforcing bar composition, truss connection reinforcing bar are connected at joint with truss, the heat-insulation layer and concrete shield of wallboard
Positioned at the side of wallboard steel skeleton.
The third embodiment of the present invention is on the basis of first or two kind of embodiment, by the company of wallboard steel skeleton
Connect reinforcing bar two ends stretch out wallboard heat-insulation layer and concrete shield two sides, wallboard steel skeleton connection reinforcing bar distribution
It is spaced equal with the layout pitch of the connection reinforcing bar in column steel skeleton and side column steel skeleton.The major advantage of the embodiment exists
In the connection being easy between wallboard and column or side column.
The 4th kind of embodiment of the present invention is column steel skeleton and side on the basis of a kind of any of the above described embodiment
Stretch out the top of its heat-insulation layer and concrete shield in the upper end of the load-bearing reinforcing bar in post steel skeleton.The load-bearing reinforcing bar of extension
For the connection with the load-bearing reinforcing bar of last layer.
The present invention the 5th kind of embodiment be on the basis of a kind of any of the above described embodiment, the heat-insulation layer of wallboard and
The top of the heat-insulation layer and concrete shield of wallboard steel skeleton, column and side column is stretched out higher than most in the top of concrete shield
Upper connection reinforcing bar together.For the ease of the fixation of heat-insulation layer, the upper end of column steel skeleton is arranged to be fixed with most last layer connector
The connector that angle bar 1-3 is vertically connected fixes angle bar 1-7, and the upper end of side column steel skeleton is arranged and most last layer connector fixed angles
The connector that ferrum 2-3 is vertically connected fixes angle bar 2-7.The advantage of the embodiment is the heat-insulation layer in wallboard, column and side column
With floor mounting distance is all left in concrete shield, treat after floor installation in the outside of floor also with insulation
Layer and concrete shield.
The 6th kind of embodiment of the present invention is on the basis of a kind of any of the above described embodiment, in wallboard steel skeleton
Opposite side is provided with cement plate 3-1-6 or 3-2-6 by screw 3-1-8 or 3-2-8.The advantage of the embodiment be cement plate with
Heat-insulation layer defines wallboard concrete pouring space so that construction is convenient.
The 7th kind of embodiment of the present invention is on the basis of a kind of any of the above described embodiment, in concrete shield
Edge arrange sealed adhesive slot.After being completed, the filling with sealant bar in sealed adhesive slot can both beautify exterior wall
Face, again being capable of pre- rainwater-proof infiltration heat-insulation layer.
With reference to Figure 11, the composition of the connector in the respective embodiments described above includes bolt 11 and fixed cover 10, fixed cover set
On bolt, the bottom surface of fixed cover positioning heat-insulation layer, the front end of fixed cover are provided with for fixing the "+" gap 13 of steel wire, spiral shell
It is nut 15 that the end of bolt is screw 12, front end, and pad 14 is arranged between nut and fixed cover.
Claims (9)
1. a kind of assembled cast-in-place concrete frame insulating wall body construction, including wallboard, column and side column, is characterized in that：
Wallboard, column and side column include steel skeleton, heat-insulation layer and concrete shield,
Wallboard steel skeleton be connected by the truss arranged according to a determining deviation and with the vertically arranged truss of truss reinforcing bar constitute, truss
Connection reinforcing bar is connected at joint with truss,
Column steel skeleton by the load-bearing reinforcing bar and load-bearing reinforcing bar according to square distribution it is vertically arranged connection reinforcing bar and be connected steel
The spaced apart connector of muscle fixes angle bar composition, and connection reinforcing bar and connector are fixed angle bar and connected at joint with load-bearing reinforcing bar
It is integral,
Side column steel skeleton is identical with the structure of column steel skeleton,
Wallboard, column are identical with the composition of concrete shield with the heat-insulation layer of side column, and heat-insulation layer is by heat preservation module or plate tongue and groove
Inlaying grafting assembly is constituted, and every piece of heat preservation module or plate are fixed on truss or connector fixation angle bar by connector, the coagulation
Native overcoat by the steel wire being fixed on connector and the coagulation local soil type for pouring into,
The heat-insulation layer and concrete shield of wallboard is located at the side of wallboard steel skeleton, the heat-insulation layer and concrete shield of column
Positioned at the side of column steel skeleton, the heat-insulation layer and concrete shield of side column are located at the adjacent both sides of side column steel skeleton,
Wallboard is arranged on two columns or is between a column and a side column, the connection reinforcing bar in wallboard steel skeleton
Two ends are mutually overlapped and are linked into an integrated entity with the connection reinforcing bar in column or side column steel skeleton.
2. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：Wallboard steel skeleton
Connection reinforcing bar two ends stretch out wallboard heat-insulation layer and concrete shield two sides, the connection reinforcing bar of wallboard steel skeleton
Layout pitch is equal with the layout pitch of the connection reinforcing bar in column steel skeleton and side column steel skeleton.
3. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：Column steel skeleton
The top of its heat-insulation layer and concrete shield is stretched out with the upper end of the load-bearing reinforcing bar in side column steel skeleton.
4. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：The insulation of wallboard
The top that the heat-insulation layer and concrete shield of wallboard steel skeleton, column and side column is stretched out in the top of layer and concrete shield is high
Reinforcing bar connect together in most being gone up.
5. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：Wallboard steel skeleton
Opposite side cement plate is provided with by screw.
6. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：It is anti-in concrete
The edge of sheath arranges sealed adhesive slot.
7. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：In the mixed of wallboard
On solidifying protective soil layer, hoisting ring is set.
8. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：Described truss
For truss of angle steel or C-type steel truss, strip steel group of the truss of angle steel by two parallel angle steel angle steel parallel with being connected to two
Into.
9. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, is characterized in that：Described connection
Part includes bolt and fixing head, and fixing head is enclosed within bolt, the terrestrial positioning heat-insulation layer of fixing head, and the front end of fixing head is provided with use
In the "+" gap of fixed steel wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611055113.7A CN106522408A (en) | 2016-11-25 | 2016-11-25 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611055113.7A CN106522408A (en) | 2016-11-25 | 2016-11-25 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
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| Publication Number | Publication Date |
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| CN106522408A true CN106522408A (en) | 2017-03-22 |
Family
ID=58357251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611055113.7A Pending CN106522408A (en) | 2016-11-25 | 2016-11-25 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379224A (en) * | 2017-07-28 | 2017-11-24 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
| CN108425444A (en) * | 2018-04-28 | 2018-08-21 | 朱万银 | A kind of integrated wallboard of assembled heat insulation decoration maintenance |
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| CN107379224A (en) * | 2017-07-28 | 2017-11-24 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
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Application publication date: 20170322 |