CN206233401U - Assembled cast-in-place concrete frame insulating wall body construction - Google Patents
Assembled cast-in-place concrete frame insulating wall body construction Download PDFInfo
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- CN206233401U CN206233401U CN201621275865.XU CN201621275865U CN206233401U CN 206233401 U CN206233401 U CN 206233401U CN 201621275865 U CN201621275865 U CN 201621275865U CN 206233401 U CN206233401 U CN 206233401U
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- column
- wallboard
- steel skeleton
- reinforcing bar
- heat
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Abstract
The utility model relates to a kind of assembled cast-in-place concrete frame insulating wall body construction.Including wallboard, column and side column, wallboard, column and side column include steel skeleton, heat-insulation layer and concrete shield, wallboard is arranged on two columns or is that between a column and a side column, the two ends of the connection reinforcing bar in wallboard steel skeleton mutually overlap and link into an integrated entity with the connection reinforcing bar in column or side column steel skeleton.The utility model uses modularized design thinking, whole wall is resolved into wallboard, three unit modules of column and side column, each unit module can be assembled in ground level, pour shaping, integral hoisting is combined, scene only needs to carry out load-bearing pillar, metope concrete and pours, and increases substantially the speed of application of concrete frame heat-preserving wall.The utility model will be to realize building industrialization, job site assembling, and optimization construction industry structure is played a supporting role.
Description
Technical field
The utility model relates to a kind of construction material, specifically one kind is built for constructional concrete frame structure
Build the component of thing 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 wall for having constructed shaping surface formed heat-insulation layer, or with heat preservation module (plate) composition template,
Concreting is carried out again, heat preservation module (plate) is 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, its site operation spillage of material amount is big, easily applies
Work is poor, causes that energy saving building integral constructing speed is low, and long construction period, 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, is finally constituted building block group and is built outside wall of building blocks by crab-bolt adhesive insulating layer, smearing protective layer
Filled wall.
Although concrete frame structure has intensity higher in itself, 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 influenceed by earthquake, filled wall plane
Can unstable failure, the impaired even casualties that causes any property loss that comes off of building block block filled wall；2nd, masonry shearwalls body is general
Strength grade is all used to be built 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, causing the whole service life of building reduces.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 used on body, although the requirement of fire safety sexual satisfaction standard, but durability and thermal insulation separation
Hot difference.
The content of the invention
The purpose of this utility model is to provide a kind of easy to use, can improve architecture construction progress, makes building whole
Body intensity is improved, shock resistance strengthens, the assembled cast-in-place concrete frame insulating wall body construction of service life extension.
What the purpose of this utility model was realized in：
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 that is arranged according to a determining deviation and with the vertically arranged truss of truss reinforcing bar constitute,
Truss connection reinforcing bar is connected with truss at joint,
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 with even
The connector for connecing spacing of reinforcement arrangement fixes angle bar composition, and connection reinforcing bar and connector fix angle bar with load-bearing reinforcing bar in joint
Place is connected,
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, described
Concrete shield 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 are located at the side of wallboard steel skeleton, and the heat-insulation layer and concrete of column are prevented
Sheath is located at the side of column steel skeleton, and the heat-insulation layer and concrete shield of side column are located at adjacent two of side column steel skeleton
Side,
Wallboard is arranged on two columns or is the connection steel in wallboard steel skeleton between a column and a side column
The two ends of muscle mutually overlap and link into an integrated entity with the connection reinforcing bar in column or side column steel skeleton.
The utility model can also include：
1st, the heat-insulation layer of wallboard and two sides of concrete shield, wall are stretched out in the two ends of the connection reinforcing bar of wallboard steel skeleton
The layout pitch phase for connecting reinforcing bar in layout pitch and the column steel skeleton and side column steel skeleton of the connection reinforcing bar of slab skeleton
Deng.
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, wallboard steel skeleton is stretched out in the heat-insulation layer of wallboard and the top of concrete shield, the heat-insulation layer of column and side column and
The top of concrete shield connects reinforcing bar higher than most going up one.
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
Two strip compositions of 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 is provided with the "+" gap for fixing steel wire.
The utility model is directed to needs the concrete frame structure of site operation, refill building block, sticking heat-preservation plate applies
Smear the improvement of the construction technology of the concrete frame heat-preserving wall of overcoat composition.The utility model is thought using modularized design
Road, wallboard, three unit modules of column and side column are resolved into by whole wall, and each unit module can be in ground level group
Fill, pour shaping, integral hoisting combination, scene only needs to carry out load-bearing pillar, metope concrete and pours, and protects concrete frame
The speed of application of warm wall is increased substantially.
Wallboard of the present utility model is arranged between two columns or a column and a side column, wallboard steel skeleton
In the two ends of connection reinforcing bar mutually overlap and link into an integrated entity with the connection reinforcing bar in column or side column steel skeleton, load-bearing pillar and wall
The rear wall plate that surface concrete pours completion is connected with framework, makes the bulk strength of building with antidetonation, wind loading rating significantly
Enhancing, will not also occur to cause building damage, property loss and people because wallboard comes off when earthquake and violent typhoon is run into
Member's injures and deaths.
Heat-insulation layer of the present utility model is connected by connector with steel skeleton, and the steel wire in concrete shield is fixed on
On connector, the concrete of concrete shield is cast on steel wire by the way of level is poured.Therefore it is of the present utility model
Interconnected by connector between heat-insulation layer, concrete shield and wall skeleton, running into earthquake and violent typhoon
When will not also occur because heat-insulation layer is separated with Wallboard-framework, concrete shield is separated with heat-insulation layer and come off.
The utility model will be to realize building industrialization, job site assembling, and optimization construction industry structure plays support
Effect.
Brief description of the drawings
Fig. 1 is the front schematic view of overall assembling structure of the present utility model.
Fig. 2 is the sectional view of Fig. 1.
The schematic rear view of overall assembling structure when Fig. 3 is using C-type steel truss.
The schematic rear view of overall assembling structure when Fig. 4 is using truss of angle steel.
Fig. 5 is the structural representation of column.
Fig. 6 is the structural representation of side column.
The structural representation of wallboard when Fig. 7 is using truss of angle steel.
The structural representation of wallboard when Fig. 8 is using C-type steel truss.
The sectional view of wallboard when Fig. 9 is using truss of angle steel.
The sectional view of wallboard when Figure 10 is using C-type steel truss.
Figure 11 is the structural representation of connector.
Specific embodiment
Illustrate below for a more detailed description to the utility model.
With reference to Fig. 1 and Fig. 2, the first implementation method of the present utility model mainly includes wallboard 3, column 1 and side column 2 three
Point, can in advance remain for the erection of doors and windows hole of installation door window 4 on wallboard 3 as needed.
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 the truss of angle steel 3-1-1 that is arranged according to a determining deviation and with the vertically arranged truss of truss
2 compositions, truss connection reinforcing bar are connected with truss at joint, 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
Mouth inlaying grafting assembly composition, every block of heat preservation module plate is 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, stand
The heat-insulation layer and concrete shield of post are 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 is fixed on connector fixation angle bar 1-3 by connector 1-5, 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 are 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 and fixes on angle bar by connector 2-5, 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, it in second implementation method is by it that second implementation method of the present utility model is
In wallboard steel skeleton C-type steel truss is changed into by truss of angle steel.The composition of wallboard includes steel skeleton, heat-insulation layer 3-2-4 and coagulation
Native overcoat 3-2-3, wallboard steel skeleton is by the C-type steel truss 3-2-1 that is arranged according to a determining deviation and vertically arranged with truss
Truss connection reinforcing bar composition, truss connection reinforcing bar are connected with truss at joint, and the heat-insulation layer and concrete of wallboard are prevented
Sheath is located at the side of wallboard steel skeleton.
The third implementation method of the present utility model is on the basis of first or two kind of implementation method, by wallboard steel skeleton
The two ends of connection reinforcing bar stretch out the heat-insulation layer of wallboard and two sides of concrete shield, 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.The implementation method it is main excellent
Point is the connection being easy between wallboard and column or side column.
4th kind of implementation method of the present utility model is the column steel skeleton on the basis of a kind of any of the above described implementation method
With the top that its heat-insulation layer and concrete shield are stretched out in the upper end of the load-bearing reinforcing bar in side column steel skeleton.The load-bearing of extension
Reinforcing bar is used for the connection with the load-bearing reinforcing bar of last layer.
5th kind of implementation method of the present utility model is the insulation of wallboard on the basis of a kind of any of the above described implementation method
Wallboard steel skeleton is stretched out in the top of layer and concrete shield, and the top of the heat-insulation layer and concrete shield of column and side column is high
Reinforcing bar is connected together in most going up.For the ease of the fixation of heat-insulation layer, the upper end of column steel skeleton is set and most last layer connector
The connector that fixed angle bar 1-3 is vertically connected fixes angle bar 1-7, and the upper end of side column steel skeleton is set to be consolidated with most last layer connector
Determine the connector fixation angle bar 2-7 that angle bar 2-3 is vertically connected.The advantage of the implementation method is the guarantor in wallboard, column and side column
All leave floor mounting distance in warm layer and concrete shield, treat after floor installation the outside of floor with
Heat-insulation layer and concrete shield.
6th kind of implementation method of the present utility model is on the basis of a kind of any of the above described implementation method, in wallboard reinforcing bar
The opposite side of frame 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 implementation method is cement
Plate forms wallboard concrete pouring space with heat-insulation layer so that construction more facilitates.
7th kind of implementation method of the present utility model is on the basis of a kind of any of the above described implementation method, to prevent in concrete
The edge of sheath sets sealed adhesive slot.After being completed, the filling with sealant bar in sealed adhesive slot can both beautify outer
Metope, 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 positioning heat-insulation layer of fixed cover, the front end of fixed cover is provided with the "+" gap 13 for fixing steel wire, spiral shell
The end of bolt is that screw 12, front end is nut 15, and pad 14 is set 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, it 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 that is arranged according to a determining deviation and with the vertically arranged truss of truss reinforcing bar constitute, truss
Connection reinforcing bar is connected with truss at joint,
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
Integrally,
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 are 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 mutually overlap and link 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, it is characterized in that：Wallboard steel skeleton
The two ends of connection reinforcing bar stretch out the heat-insulation layer of wallboard and two sides of concrete shield, 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, it is characterized in that：Column steel skeleton
With the top that its heat-insulation layer and concrete shield are stretched out in 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, it is characterized in that：The insulation of wallboard
Wallboard steel skeleton is stretched out in the top of layer and concrete shield, and the top of the heat-insulation layer and concrete shield of column and side column is high
Reinforcing bar is connected together in most going up.
5. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, it 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, it is characterized in that：It is anti-in concrete
The edge of sheath sets sealed adhesive slot.
7. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, it is characterized in that：In the mixed of wallboard
Hoisting ring is set on solidifying protective soil layer.
8. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, it is characterized in that：Described truss
Be truss of angle steel or C-type steel truss, the truss of angle steel by two parallel angle steel angle steel parallel with being connected to two strip group
Into.
9. assembled cast-in-place concrete frame insulating wall body construction according to claim 1, it is characterized in that：Described connection
Part includes bolt and gland, and gland is enclosed within bolt, the terrestrial positioning heat-insulation layer of gland, and the front end of gland is provided with use
In the "+" gap of fixed steel wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621275865.XU CN206233401U (en) | 2016-11-25 | 2016-11-25 | Assembled cast-in-place concrete frame insulating wall body construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621275865.XU CN206233401U (en) | 2016-11-25 | 2016-11-25 | Assembled cast-in-place concrete frame insulating wall body construction |
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| Publication Number | Publication Date |
|---|---|
| CN206233401U true CN206233401U (en) | 2017-06-09 |
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ID=58980102
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621275865.XU Active CN206233401U (en) | 2016-11-25 | 2016-11-25 | Assembled cast-in-place concrete frame insulating wall body construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
| CN107119827A (en) * | 2017-07-10 | 2017-09-01 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
| 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 |
| CN108005240A (en) * | 2018-01-11 | 2018-05-08 | 张家口绿汇建筑科技有限公司 | A kind of new integrated wall plate of assembled and its production method |
-
2016
- 2016-11-25 CN CN201621275865.XU patent/CN206233401U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
| CN107119827A (en) * | 2017-07-10 | 2017-09-01 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
| 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 |
| CN108005240A (en) * | 2018-01-11 | 2018-05-08 | 张家口绿汇建筑科技有限公司 | A kind of new integrated wall plate of assembled and its production method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170728 Address after: 150036 Xiangfang street, Xiangfang District, Heilongjiang, No. 145, No. Co-patentee after: Harbin Hongsheng building material manufacturing Limited by Share Ltd Patentee after: Hongsheng Room Energy Saving System Research Dev. Centre, Harbin Address before: 150036 Xiangfang street, Xiangfang District, Heilongjiang, No. 145, No. Patentee before: Hongsheng Room Energy Saving System Research Dev. Centre, Harbin |
|
| TR01 | Transfer of patent right |