CN109296112A - The assembled of frame structure detachably fills wall - Google Patents
The assembled of frame structure detachably fills wall Download PDFInfo
- Publication number
- CN109296112A CN109296112A CN201811318640.1A CN201811318640A CN109296112A CN 109296112 A CN109296112 A CN 109296112A CN 201811318640 A CN201811318640 A CN 201811318640A CN 109296112 A CN109296112 A CN 109296112A
- Authority
- CN
- China
- Prior art keywords
- wall
- type
- rib
- module
- hollow rib
- 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
- 229920000742 Cotton Polymers 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 6
- 238000003780 insertion Methods 0.000 abstract description 4
- 230000037431 insertion Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001172 regenerating effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002699 waste material Substances 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
-
- 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
- E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The assembled of frame structure of the present invention detachably fills wall, it is made of several small walls, the small wall is formed by two little modules and two big module insertion, the little module includes a T-type hollow rib and a L-type hollow rib, a T-type groove is formed between two hollow ribs, a L-type groove is arranged in the other side of T-type hollow rib；The both ends of the big module are respectively arranged with L-type groove, and two L-type grooves are symmetrical arranged, T-type hollow rib there are three settings between two L-type grooves, form T-type groove between adjacent T-type hollow rib；Prepared screw-bolt hole in big module and little module, between adjacent small wall and the concrete between the small wall and column of avris by U-bolt passes through prepared screw-bolt hole interconnection；External thin plate is arranged in small wall outer side, is concrete wall on the outside of external thin plate, is filled hollow cotton in hollow rib.Easy for construction, material lightweight of the invention, convenient disassembly greatly improve construction efficiency.
Description
Technical field
The invention belongs to technical field of buildings, detachably fill wall more particularly to the assembled of frame structure.
Background technique
Frame structure, which refers to, to be connect by beam and column with just connecing or being hinged and connected, and the structure of bearing system is constituted, i.e., by
Beam and column composition frame resists the horizontal loading and vertical load occurred in use process jointly.The major advantage of frame structure:
Space separates flexibly, from heavy and light, is conducive to antidetonation, saves material；With can more neatly cooperate the excellent of horizontal planning of building
Point needs the building structure of larger space conducive to arrangement；Beam, the column component of frame structure are easy to standardization, regularization, convenient for adopting
With cast in place and precast construction, to shorten the construction period；When using cast-in-place concrete frame, globality, the rigidity of structure are preferable, if
Meter handles the cross sectional shape that can also reach preferable anti seismic efficiency, and beam or column can be poured into various needs well.Frame
The wall of structure is filling wall, rises and goes along with sb. to guard him and compartmentation, weight are undertaken by beam column, fills wall not load-bearing.Frame structure point is complete
Frame and half frame, pure frame do not have load bearing wall, and half frame has load bearing wall, and the filling wall of general framework structure changes with time
It will appear a series of phenomenons such as crack and contraction, overcome the common quality defect occurred in frame wall filled with masonry structure, improve frame filling
The engineering of wall construction.There are various filling walls in the prior art, be concrete hollow block mostly, from great, curing cycle is long, no
High temperature resistant removes the disadvantages of castoff regenerative usability is poor, and installs trouble, long construction period.
Summary of the invention
The object of the present invention is to provide a kind of assembleds of frame structure detachably to fill wall, the filling wall good integrity,
Simple structure, safe and reliable, saving material, easy for construction and installing and dismounting are easy.
In order to solve above-mentioned technical problem, The technical solution adopted by the invention is as follows:
The assembled of frame structure detachably fills wall, is made of several small walls, and the small wall is by two little modules and two
A big module insertion forms, and the little module includes a T-type hollow rib and a L-type hollow rib, two hollow ribs it
Between form a T-type groove, a L-type groove is arranged in the other side of T-type hollow rib；The both ends of the big module are respectively arranged with
L-type groove, two L-type grooves are symmetrical arranged, and there are three T-type hollow rib, adjacent T-type hollow ribs for setting between two L-type grooves
Between formed T-type groove；Prepared screw-bolt hole in big module and little module, the small wall between adjacent small wall and positioned at avris
Concrete between column is interconnected by U-bolt across prepared screw-bolt hole；External thin plate is arranged in small wall outer side, outside
Setting is concrete wall on the outside of thin plate, fills hollow cotton in hollow rib.
Further, composition halfbody is arranged side by side with a little module in described one big module, and two halfbody interpolations exist
It is formed together a small wall, big module is opposite with the orientation of little module between two halfbodies.
Further, the U-bolt is prefabricated bolt, and radius 50mm, position is located at from wall edge 55mm.
Further, the little module, big module are made of the rib of 80mm thickness concrete wall, 80mm thickness, whole
Body thickness 240mm.
Further, a length of 950mm of small wall, a height of 1200mm, thickness 240mm.
Further, the T-type hollow rib is made of cross rib and longitudinal rib, a length of 160mm of cross rib, and the width of longitudinal rib is
40mm, the global shape and volume size of L-type hollow rib are the half of T-type hollow rib.
Compared with prior art, the invention has the benefit that
Due to being made of several small walls, the small wall is formed the present invention by two little modules and two big module insertion,
Composition halfbody is arranged side by side with a little module in the big module of described one, and two halfbody interpolations form a wallette together
Body, big module is opposite with the orientation of little module between two halfbodies.The assembly of small wall tiling setting composition frame structure
Formula detachably fills wall, the present invention due to being all made of small wall on horizontally and vertically, dismount it is very convenient,
Convenient for arbitrarily changing the thickness and height of wall according to space.
The wall that the present invention is suitable for all frame structures is filled, and for distributing and adjusting space layout, has sound insulation effect
The block size of fruit, wall can be prefabricated according to the total progress of the area filled, and size can be adjusted voluntarily, and each wallette
The link of body simply also facilitates with the link of column, it is only necessary to reserve several u row bolts hole, installation back wall is secured, disassembly side
Just, it is suitable for all frame structures.
T-type hollow rib of the present invention, L-type hollow rib form voided layer among wall, built in T-type hollow rib, L-type hollow rib
Sound-proof material can reduce wall self weight, and can increase soundproof effect.
Small wall and the small wall of surrounding include that the connection between the small wall in left and right and upper and lower small wall all arranges that concrete is pre-
Stay bolt hole, and guarantee that the position in hole all coincide, then connected with U-bolt, the small wall of avris there are also with column
Connection, is equally to be connected with U-bolt, guarantees whole stability, and finally wall arrangement thin plate is beautified on the outside.If you need to
Nut is twisted off when disassembly, removes U-bolt.
The present invention is easy for construction, speed of application is fast, convenient transportation, material lightweight, and the shortening period is short, reduces cost, disassembly
It is convenient, greatly improve construction efficiency.Novel filling wall, can be effectively solved from it is great, installation complexity, transport difficult, apply
The problem of work is cumbersome, long construction period, waste of material, the problems such as cannot recycling after dismounting, and especially disassembly recycles, frame
The feature of structure maximum is exactly that spatial distribution is flexible, and layout reasonable arrangement can adjust according to requirements.
Detailed description of the invention
Fig. 1 is that the assembled of frame structure of the present invention detachably fills wall connection elevational schematic view；
Fig. 2 is status diagram before little module and big module assembled；
Fig. 3 is the top view of small wall；
Fig. 4 is Section A-A schematic diagram in Fig. 3；
Fig. 5 is section B-B schematic diagram in Fig. 3；
Fig. 6 is that the assembled of frame structure of the present invention detachably fills wall overall top view；
Fig. 7 is that the assembled of frame structure of the present invention detachably fills wall entirety side view.
In figure: little module 1；Big module 2；T-type hollow rib 3；L-type hollow rib 4；T-type groove 5；L-type groove 6；U-bolt
7；Bolt hole 8；Concrete wall 9；Hollow cotton 10；External thin plate 11.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
As shown in Fig. 2,3,6,7, the assembled of frame structure of the present invention detachably fills wall, is made of several small walls,
Small wall tiling setting.As shown in figure 3, the small wall is formed by two little modules 1 and two 2 interpolations of big module.It is described small
Wall a length of 950mm, a height of 1200mm, thickness 240mm.
The little module 1, big module 2 are made of the rib of 80mm thickness concrete wall 9,80mm thickness, integral thickness
240mm.As shown in Fig. 2, the little module 1 includes a T-type hollow rib 3 and a L-type hollow rib 4, in two hollow ribs
Between form a T-type groove 5, a L-type groove 6 is arranged in the other side of T-type hollow rib 3.Distinguish at the both ends of the big module 2
It is provided with L-type groove 6, two L-type grooves 6 are symmetrical arranged, and there are three T-type hollow ribs 3 for setting between two L-type grooves 6, adjacent
T-type groove 5 is formed between T-type hollow rib 3.The T-type hollow rib 3 is made of cross rib and longitudinal rib, a length of 160mm of cross rib, is indulged
The width of rib is 40mm, and the global shape and volume size of L-type hollow rib 4 are the half of T-type hollow rib 3.The T-type groove 5,
The size of L-type groove 6 is identical as the size of T-type hollow rib 3, L-type hollow rib 4 respectively.T-type hollow rib 3, L-type hollow rib 4 exist
Voided layer is formed among wall, forms hollow cotton 10 built in the T-type hollow rib 3 of voided layer, L-type hollow rib 4.
As shown in figures 1,4 and 5, prepared screw-bolt hole 8 on the big module and little module 2 between adjacent small wall and is located at
Concrete between the small wall and column of avris is interconnected by U-bolt 7 across prepared screw-bolt hole 8；In small wall outer side
It arranges external thin plate 11, is concrete wall 9 on the outside of external thin plate.
As shown in Fig. 2, composition halfbody is arranged side by side with a little module in the one big module, two halfbody interpolations exist
It is formed together a small wall, big module is opposite with the orientation of little module between two halfbodies.
The U-bolt is prefabricated bolt, and radius 50mm, at from wall edge 55mm, wall is mutual for position
Between U-bolt connection will not contact, do not interfere with each other.
Column is corresponding with the concrete prefabricated bolt hole 8 of wall, and group is combined into the bolt hole of semicircular, can cooperate U-shaped spiral shell
Bolt 7 is inserted into, and is tightened after insertion with nut, external thin plate fitting.Nut can be twisted off when if you need to dismantle, and remove U-bolt 7.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (6)
1. the assembled of frame structure detachably fills wall, it is characterised in that: be made of several small walls, the small wall is by two
A little module (1) and two big module (2) interpolation form, and the little module (1) includes a T-type hollow rib (3) and a L
Type hollow rib (4), forms a T-type groove (5) between two hollow ribs, and a L is arranged in the other side of T-type hollow rib (3)
Type groove (6)；The both ends of the big module (2) are respectively arranged with L-type groove (6), and two L-type grooves (6) are symmetrical arranged, and two
Between L-type groove (6) there are three settings T-type hollow rib (3), T-type groove (5) are formed between adjacent T-type hollow rib (3)；Big mould
Prepared screw-bolt hole (8) on block and little module (2), between adjacent small wall and the coagulation between the small wall and column of avris
Soil is interconnected by U-bolt (7) across prepared screw-bolt hole (8)；External thin plate (11) is arranged in small wall outer side, it is external thin
It is concrete wall (9) to fill hollow cotton (10) in hollow rib on the outside of plate.
2. the assembled of frame structure according to claim 1 detachably fills wall, it is characterised in that: described one is big
Module and little module are arranged side by side composition halfbody, and two halfbody interpolations form a small wall together, two halfbodies it
Between big module it is opposite with the orientation of little module.
3. the assembled of frame structure according to claim 1 detachably fills wall, it is characterised in that: the U-shaped spiral shell
Bolt is prefabricated bolt, and radius 50mm, position is located at from wall edge 55mm.
4. the assembled of frame structure according to claim 1 detachably fills wall, it is characterised in that: the little module
(1), big module (2) is made of the rib of 80mm thickness concrete wall (9), 80mm thickness, integral thickness 240mm.
5. the assembled of frame structure according to claim 1 detachably fills wall, it is characterised in that: the small wall is long
For 950mm, a height of 1200mm, thickness 240mm.
6. the assembled of frame structure according to claim 1 detachably fills wall, it is characterised in that: the T-type is hollow
Rib (3) is made of cross rib and longitudinal rib, a length of 160mm of cross rib, and the width of longitudinal rib is 40mm, the global shape of L-type hollow rib (4) and
Volume size is the half of T-type hollow rib (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811318640.1A CN109296112A (en) | 2018-11-07 | 2018-11-07 | The assembled of frame structure detachably fills wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811318640.1A CN109296112A (en) | 2018-11-07 | 2018-11-07 | The assembled of frame structure detachably fills wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109296112A true CN109296112A (en) | 2019-02-01 |
Family
ID=65146035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811318640.1A Pending CN109296112A (en) | 2018-11-07 | 2018-11-07 | The assembled of frame structure detachably fills wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109296112A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130184A (en) * | 2019-06-14 | 2019-08-16 | 沈阳建筑大学 | Modular sponge urban water-through pavement |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090056259A1 (en) * | 2006-05-18 | 2009-03-05 | Ping Qu | Concrete load-bearing wall with compound heat-insulating layer |
| CN108005269A (en) * | 2017-11-24 | 2018-05-08 | 沈阳建筑大学 | Modularization haydite concrete internal partition wall and its installation method |
| CN108301615A (en) * | 2018-03-27 | 2018-07-20 | 沈阳建筑大学 | Modularization is without heat bridge Self-insulation wall plate |
| CN108643394A (en) * | 2018-07-06 | 2018-10-12 | 武汉理工大学 | A kind of assembly of shear wall structure with ribbing and its construction method |
| CN209369097U (en) * | 2018-11-07 | 2019-09-10 | 沈阳建筑大学 | The assembled of frame structure detachably fills wall |
-
2018
- 2018-11-07 CN CN201811318640.1A patent/CN109296112A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090056259A1 (en) * | 2006-05-18 | 2009-03-05 | Ping Qu | Concrete load-bearing wall with compound heat-insulating layer |
| CN108005269A (en) * | 2017-11-24 | 2018-05-08 | 沈阳建筑大学 | Modularization haydite concrete internal partition wall and its installation method |
| CN108301615A (en) * | 2018-03-27 | 2018-07-20 | 沈阳建筑大学 | Modularization is without heat bridge Self-insulation wall plate |
| CN108643394A (en) * | 2018-07-06 | 2018-10-12 | 武汉理工大学 | A kind of assembly of shear wall structure with ribbing and its construction method |
| CN209369097U (en) * | 2018-11-07 | 2019-09-10 | 沈阳建筑大学 | The assembled of frame structure detachably fills wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130184A (en) * | 2019-06-14 | 2019-08-16 | 沈阳建筑大学 | Modular sponge urban water-through pavement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106988423B (en) | Rail transit elevated station | |
| CN105888108A (en) | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall | |
| KR101026118B1 (en) | Truss structure with high bearing capacity against secondary moment at inner supports and construction method of truss bridge using it | |
| KR100964067B1 (en) | Steel girder for bridge and manufacturing method thereof | |
| CN206053131U (en) | Precast floor slab steel reinforcement cage component and floor | |
| CN104562913B (en) | The only tower oblique pull of a kind of ribbon shape-just structure composite bridge and construction technology thereof | |
| KR101030128B1 (en) | Truss structures having open box section in upper chords and construction method of truss bridges | |
| CN109779087A (en) | A kind of light gauge steel structure and wall | |
| KR20100071413A (en) | Pier with precast coping and construction method of the same | |
| KR20170032826A (en) | Precast concrete dual wall structure and construction method thereof | |
| CN209369097U (en) | The assembled of frame structure detachably fills wall | |
| CN105780989A (en) | Double beam floor structure | |
| KR20040006564A (en) | Composite Deck having Frame and Concrete | |
| CN110792028B (en) | Construction method of cable-stayed bridge without back cables | |
| CN109296112A (en) | The assembled of frame structure detachably fills wall | |
| KR101546827B1 (en) | Steel plate girder improved coner fixing capacity and rahmen or box type structure construction method using the same | |
| CN210104549U (en) | Anti-impact composite heat-insulation template | |
| CN110185158B (en) | Special-shaped column node connection structure for assembly type building | |
| CN110670475B (en) | Arch structure for reinforced concrete plate truss mixing | |
| CN209584813U (en) | Frame bridge system | |
| CN214738985U (en) | A novel concrete wall structure for building engineering | |
| WO2021209078A2 (en) | Hollow slab bridge | |
| KR20190089646A (en) | Pylon of Long Span Bridge and its Construction Method by Applying Hybrid Structure | |
| CN204385604U (en) | The only tower oblique pull of ribbon shape-just structure composite bridge | |
| CN109322411B (en) | Construction method for connecting multi-layer light steel structure building floor slab and wall surface node |
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 |