CN107740516A - Compound precast concrete filled wall - Google Patents
Compound precast concrete filled wall Download PDFInfo
- Publication number
- CN107740516A CN107740516A CN201710853495.6A CN201710853495A CN107740516A CN 107740516 A CN107740516 A CN 107740516A CN 201710853495 A CN201710853495 A CN 201710853495A CN 107740516 A CN107740516 A CN 107740516A
- Authority
- CN
- China
- Prior art keywords
- wall
- filled wall
- concrete
- precast concrete
- compound precast
- 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.)
- Pending
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 27
- 150000001875 compounds Chemical class 0.000 title claims abstract description 25
- 239000004567 concrete Substances 0.000 claims abstract description 43
- 239000002131 composite material Substances 0.000 claims abstract description 28
- 206010058109 Hangnail Diseases 0.000 claims abstract description 8
- 238000005266 casting Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 5
- 239000011159 matrix material Substances 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 claims description 11
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 238000009434 installation Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000003750 conditioning effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000010025 steaming Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of compound precast concrete filled wall, including concrete structured beam, composite filled wall, hang nail and built-in fitting, wherein, concrete structured beam is located at the top of composite filled wall, nail is hung to be installed on concrete structured beam, built-in fitting is located on composite filled wall, and concrete structured beam is made up of normal concrete and reinforcing bar, and composite filled wall is that normal concrete and steam pressurized light lath formed by integrally casting form.Compound precast concrete filled wall proposed by the present invention, improve the efficiency of construction of filling wall.
Description
Technical field
The present invention relates to concrete panel technical field, more particularly to a kind of compound precast concrete filled wall.
Background technology
China's building industrialization is quickly grown, and domestic house is more based on shear wall structure, mainly precast facade, and
The supporting part of interior wall uses precast concrete internal partition wall, and other parts are filled also according to traditional architecture using concrete block masonry
Wall, construction period can so be affected, while it is the secondary construction after the completion of structure to fill wall, technique is multiple
It is miscellaneous, materials'use amount increase, do not meet present Green Development theory yet.
The content of the invention
It is a primary object of the present invention to provide a kind of compound precast concrete filled wall, it is intended to improve applying for filling wall
Work efficiency rate.
To achieve the above object, a kind of compound precast concrete filled wall of present invention offer, including concrete structured beam,
Composite filled wall, nail and built-in fitting are hung, wherein,
The concrete structured beam is located at the top of composite filled wall, hangs nail and is installed on concrete structured beam, built-in fitting is located at
On composite filled wall, concrete structured beam is made up of normal concrete and reinforcing bar, and composite filled wall is normal concrete and steam pressure
Aerated light batten formed by integrally casting forms.
Preferably, the composite filled wall includes the matrix wall of normal concrete composition and the steaming embedded in the matrix within the walls
Press aerated light batten.
Preferably, each composite filled wall is provided with the steam pressurized light lath of polylith.
Preferably, it is arranged at intervals between the steam pressurized light lath of polylith.
Preferably, four side walls of the steam pressurized light lath are surrounded by matrix wall.
Preferably, the concrete structured beam is composite beam or full precast beam.
Preferably, the concrete structured beam is connected with composite filled wall one-piece casting.
Preferably, it is described hang nail be provided with it is multiple.
Preferably, the composite filled portion within the walls is provided with bar-mat reinforcement.
Compound precast concrete filled wall proposed by the present invention, do not have to carry out two using brick filling wall relative to tradition
Secondary construction, construction period and labour cost are reduced, improve the efficiency of construction of filling wall, it is relative to fill wall with lightweight concrete
Manufacture craft is more simple, because steam pressurized light lath is matured product on the market now, reduces cost again.Separately
Outside, its structure and filling wall integrally ensure that globality, and for external wall protection body, its water resistance greatly reinforces.
Brief description of the drawings
Fig. 1 is the main structure diagram of the compound precast concrete filled wall first embodiment of the present invention；
Fig. 2 is the side structure schematic view of the compound precast concrete filled wall first embodiment of the present invention；
Fig. 3 is Fig. 1 arrangement of reinforcement；
Fig. 4 is Fig. 2 arrangement of reinforcement；
Fig. 5 is the main structure diagram of the compound precast concrete filled wall second embodiment of the present invention；
Fig. 6 is the side structure schematic view of the compound precast concrete filled wall second embodiment of the present invention；
Fig. 7 is Fig. 5 arrangement of reinforcement；
Fig. 8 is Fig. 6 arrangement of reinforcement.
In figure, 1- matrix walls, 2- beam portion reinforcing bars, 3- concrete structured beams, 4- hangs nail, 5- construction set aside pre-embedded parts, 6- machines
Electric set aside pre-embedded part, the steam pressurized light laths of 7-, 8- shear walls.
The realization, functional characteristics and advantage of the object of the invention will be described further referring to the drawings in conjunction with the embodiments.
Embodiment
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
It should be noted that in the description of the invention, term " transverse direction ", " longitudinal direction ", " on ", " under ", "front", "rear",
The orientation or position relationship of the instruction such as "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " is based on accompanying drawing institutes
The orientation or position relationship shown, it is for only for ease of the description present invention and simplifies description, is not instruction or implies signified dress
Put or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limit of the invention
System.
Referring to figs. 1 to Fig. 4, in the first implementation column of compound precast concrete filled wall proposed by the present invention, Yi Zhongfu
Close precast concrete filled wall, including concrete structured beam 3, composite filled wall, hang nail 4 and built-in fitting, wherein,
Concrete structured beam 3 is located at the top of composite filled wall, hangs nail 4 and is installed on concrete structured beam 3, built-in fitting is positioned at multiple
Close on filling wall, concrete structured beam 3 is made up of normal concrete and reinforcing bar, and composite filled wall is that normal concrete and steam pressure add
The formed by integrally casting of gas light lath 7 forms（I.e. steam pressurized light lath 7 is installed on composite filled wall forming panel, is poured general
Normal concrete and steam pressurized light lath 7 are connected as a single entity after logical concrete）.
The arrangement of reinforcement of concrete structured beam 3 according to structural requirement calculate arrangement of reinforcement, and meet connection anchoring require arrangement of reinforcement according to
Structural requirement calculates arrangement of reinforcement, and meets that connection anchoring requires.
Specifically, composite filled wall includes the matrix wall 1 of normal concrete composition and the steam pressure in the matrix wall 1
Aerated light batten 7.In the present embodiment, steam pressurized light lath 7 is located at the side of matrix wall 1, i.e., steam pressurized lightweight bar
Plate 7 is filled in concrete walls body, but is not penetrated, and now the thickness of matrix wall 1 is more than the thickness of steam pressurized light lath 7.
Further, each composite filled wall is provided with the steam pressurized light lath 7 of polylith.The steam pressurized lightweight bar of polylith
It is arranged at intervals between plate 7, so steam pressurized light lath 7 preferably can be fixed in concrete, and is mixed between being spaced
Solidifying soil is used for installation and electromechanical set aside pre-embedded part.It is spaced between every two adjacent steam pressurized light lath 7 certain thickness
Matrix wall 1.Four side walls of steam pressurized light lath 7 are surrounded by matrix wall 1, are added so as to improve matrix wall 1 with steam pressure
The bond strength of gas light lath 7, and then improve the structural strength of compound precast concrete filled wall.
In the present embodiment, concrete structured beam 3 is composite beam or full precast beam.Concrete structured beam 3 and composite filled wall
One-piece casting connects.Hang nail 4 be provided with it is multiple.Composite filled portion within the walls is provided with bar-mat reinforcement.In the present embodiment, hang nail 4 and be provided with
Two, it is symmetrically placed at the top of structural beams to hang nail 4.Built-in fitting includes being used for structure wall auxiliary construction（Fixed including template, outside
Hanger installation, temporary support, construction elevator installation and tower crane are fixed）Construction set aside pre-embedded part 5 and applied for subsequent conditioning circuit
The electromechanical set aside pre-embedded part 6 of work.It realizes decoration construction one according to the relevant position that prefabricated components are placed on using functional requirement
Body.
The compound precast concrete filled wall that the present embodiment proposes, do not have to carry out using brick filling wall relative to tradition
Secondary construction, construction period and labour cost are reduced, improve the efficiency of construction of filling wall, it is relative to fill wall with lightweight concrete
Manufacture craft it is more simple because steam pressurized light lath is matured product on the market now, reduce cost again.
In addition, its structure and filling wall integrally ensure that globality, for external wall protection body, its water resistance greatly reinforces.
For reference picture 5 to Fig. 8, the present invention proposes the second embodiment of compound precast concrete filled wall.The present embodiment with
Unlike above-mentioned, in the present embodiment, steam pressurized light lath 7 is filled in concrete walls and through on matrix wall 1, steamed
The left and right sides of pressure aerated light batten 7 are concordant with the side of matrix wall 1, and matrix wall 1 is identical with steam pressurized light lath 7
Thickness, so as to reduce the thickness of wall, save material and add building usable floor area.
The preferred embodiments of the present invention are these are only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure transformation that bright specification and accompanying drawing content are made, or other related technical areas are directly or indirectly used in,
Similarly it is included within the scope of the present invention.
Claims (9)
1. a kind of compound precast concrete filled wall, it is characterised in that including concrete structured beam, composite filled wall, hang nail
And built-in fitting, wherein,
The concrete structured beam is located at the top of composite filled wall, hangs nail and is installed on concrete structured beam, built-in fitting is located at
On composite filled wall, concrete structured beam is made up of normal concrete and reinforcing bar, and composite filled wall is normal concrete and steam pressure
Aerated light batten formed by integrally casting forms.
2. compound precast concrete filled wall as claimed in claim 1, it is characterised in that the composite filled wall includes general
Logical coagulation local soil type into matrix wall and steam pressurized light lath embedded in the matrix within the walls.
3. compound precast concrete filled wall as claimed in claim 1, it is characterised in that each composite filled wall is provided with
The steam pressurized light lath of polylith.
4. compound precast concrete filled wall as claimed in claim 1, it is characterised in that the steam pressurized light lath of polylith
Between be arranged at intervals.
5. compound precast concrete filled wall as claimed in claim 1, it is characterised in that the steam pressurized light lath
Four side walls surrounded by matrix wall.
6. compound precast concrete filled wall as claimed in claim 1, it is characterised in that the concrete structured beam is folded
Close beam or full precast beam.
7. compound precast concrete filled wall as claimed in claim 1, it is characterised in that the concrete structured beam is with answering
Close the one-piece casting connection of filling wall.
8. compound precast concrete filled wall as claimed in claim 1, it is characterised in that it is described hang nail be provided with it is multiple.
9. compound precast concrete filled wall as claimed in any of claims 1 to 8 in one of claims, it is characterised in that described multiple
Closing filling, portion is provided with bar-mat reinforcement within the walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710853495.6A CN107740516A (en) | 2017-09-20 | 2017-09-20 | Compound precast concrete filled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710853495.6A CN107740516A (en) | 2017-09-20 | 2017-09-20 | Compound precast concrete filled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107740516A true CN107740516A (en) | 2018-02-27 |
Family
ID=61235207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710853495.6A Pending CN107740516A (en) | 2017-09-20 | 2017-09-20 | Compound precast concrete filled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107740516A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108394004A (en) * | 2018-03-24 | 2018-08-14 | 裴庭胜 | Mixing wallboard of assembled architecture plate and preparation method thereof |
| CN112160491A (en) * | 2019-12-11 | 2021-01-01 | 中建科技有限公司 | Assembled integral wall board |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB205204A (en) * | 1922-07-14 | 1923-10-15 | Edward Law | Improvements in concrete wall construction |
| CN202627256U (en) * | 2011-11-28 | 2012-12-26 | 张剑 | Wallboard body formed by compositing prefabricated beam and prefabricated plate |
| CN204001409U (en) * | 2014-08-06 | 2014-12-10 | 四川省建筑科学研究院 | Precast composite slab |
| CN105756238A (en) * | 2015-04-02 | 2016-07-13 | 张波 | Beam-wall composite component |
| CN107130733A (en) * | 2017-05-31 | 2017-09-05 | 施晓微 | A kind of compound prefabricated panel and preparation method thereof |
-
2017
- 2017-09-20 CN CN201710853495.6A patent/CN107740516A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB205204A (en) * | 1922-07-14 | 1923-10-15 | Edward Law | Improvements in concrete wall construction |
| CN202627256U (en) * | 2011-11-28 | 2012-12-26 | 张剑 | Wallboard body formed by compositing prefabricated beam and prefabricated plate |
| CN204001409U (en) * | 2014-08-06 | 2014-12-10 | 四川省建筑科学研究院 | Precast composite slab |
| CN105756238A (en) * | 2015-04-02 | 2016-07-13 | 张波 | Beam-wall composite component |
| CN107130733A (en) * | 2017-05-31 | 2017-09-05 | 施晓微 | A kind of compound prefabricated panel and preparation method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108394004A (en) * | 2018-03-24 | 2018-08-14 | 裴庭胜 | Mixing wallboard of assembled architecture plate and preparation method thereof |
| CN112160491A (en) * | 2019-12-11 | 2021-01-01 | 中建科技有限公司 | Assembled integral wall board |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8079189B2 (en) | Structure system of concrete building for self-heat insulation | |
| US7913469B2 (en) | Concrete load-bearing wall with compound heat-insulating layer | |
| CN107299699A (en) | Assembled cavity shear wall horizontal joint Alveolus type dry type attachment structure | |
| CN105781010B (en) | A kind of combined wall board and its cast in place and precast construction | |
| CN202248499U (en) | Outer wall prefabricated slab in framework structure | |
| CN109944335A (en) | Frame and the combination assembled structural system of shear wall Core Walls Structure | |
| CN104695662B (en) | Stone facing prefabricated outer wall panel and its production method and external wall system | |
| CN106760029A (en) | A kind of Assembled self-insulating wall is counter to beat preparation technology | |
| CN107740516A (en) | Compound precast concrete filled wall | |
| CN113719005A (en) | Prefabricated wallboard of assembled, floor and connection structure thereof | |
| CN207829207U (en) | Steel construction assembled architecture unit combined wall | |
| CN209585413U (en) | A kind of compound superimposed sheet | |
| CN207553505U (en) | Assembled wall anchoring assembly | |
| CN209874148U (en) | Assembled aerogel foam concrete thermal insulation wallboard | |
| CN208830530U (en) | A kind of industrialization light gauge cold-formed steel shape combined wall | |
| CN207568062U (en) | Partial precast sandwich type wall panel and its wall body structure and building | |
| CN206829345U (en) | A kind of house floor wall-panel assembled structure based on light gauge cold-formed steel shape | |
| CN206220303U (en) | A kind of assembled architecture outer wall light insulating wall | |
| CN114658141A (en) | Connecting structure and method for T-shaped constructional column and independent foundation of assembled composite wallboard | |
| CN210530067U (en) | Outer decorative structure wall and assembled cladding | |
| CN211286151U (en) | Peripheral revetment body of assembled building | |
| CN207419834U (en) | Prefabricated lightweight concrete combined wall board component | |
| CN207892081U (en) | One body composite board T shape walls of Fast Installation heat insulation decorative load-bearing | |
| CN209227863U (en) | Assembled height superimposed sheet dislocation lap joint structure | |
| CN202099926U (en) | Concrete densifying column gypsum cement composite interior wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180227 |
|
| RJ01 | Rejection of invention patent application after publication |