CN209384447U - A kind of dark skeleton rubble wall building structure - Google Patents
A kind of dark skeleton rubble wall building structure Download PDFInfo
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- CN209384447U CN209384447U CN201821608510.7U CN201821608510U CN209384447U CN 209384447 U CN209384447 U CN 209384447U CN 201821608510 U CN201821608510 U CN 201821608510U CN 209384447 U CN209384447 U CN 209384447U
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- wall
- constructional column
- rubble
- building structure
- skeleton
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Abstract
The utility model relates to a kind of dark skeleton rubble wall building structure, including ground beam, roof collar tie beam, constructional column, constructional column steel reinforcement cage, constructional column steel reinforcement cage is placed in when newly-built stone-made house pours ground beam, the wall internal reservation of rubble building wall pours the duct of constructional column, roof collar tie beam is identical as geosphere beam constructional column, reserving hole channel simultaneously places horizontal reinforcement cage, casting concrete.Dark skeleton rubble wall building structure provided by the utility model can significantly increase globality on the basis of guaranteeing barnacle architectural tradition characteristic, and construction method is simple, be not necessarily to template support, gather materials on the spot, low cost.
Description
Technical field
The utility model patent is related to barnacle body building structure field more particularly to a kind of dark skeleton rubble wall building knot
Structure.
Background technique
Barnacle local-style dwelling houses is in areas such as mountain areas in middle Shandong, Wild jujube in Taihang Mountain Area, Da Bie Mountain area, the Northeast, southeastern coast, the Yunnan-Guizhou Plateau
It is widely distributed, is had been favored by people with the architectural scene that its is exclusive.Under rural strategy to revitalize background, barnacle local-style dwelling houses
Upsurge in construction is welcome again.However, improving its anti-seismic performance as one how under the premise of guaranteeing traditional barnacle local-style dwelling houses style and features
A new project.For this purpose, the present invention proposes a kind of dark skeleton rubble wall building structure.
Summary of the invention
The purpose of this utility model is that proposing that one kind can be improved under the premise of retaining barnacle local-style dwelling houses entirety style and features
The building structure of rubble wall anti-seismic performance, and the building structure construction simple process proposed, construction cost are low.
To achieve the goals above, the technical scheme adopted by the utility model is
A kind of dark skeleton rubble wall building structure, it is characterised in that: including ground beam, roof collar tie beam, constructional column, constructional column
Steel reinforcement cage is placed in constructional column steel reinforcement cage, the wall internal reservation of rubble building wall when newly-built stone-made house pours ground beam
The duct of constructional column is poured, roof collar tie beam is identical as geosphere beam constructional column, and reserving hole channel simultaneously places horizontal reinforcement cage, pours coagulation
Soil；Collar tie beam, constructional column collectively constitute dark skeleton；Beard muscle, dark skeleton and hair is arranged in the constructional column of wall junction in length and breadth
The common stress of barnacle body forms confined masonry structure, i.e., dark skeleton rubble wall building structure.
The utility model is in the middle part of the tall and big wall length in 4m, door opening or window opening greater than 2.4m of wall or meets hole on hole side
If constructional column；In wall corner, the different-thickness wall junction of rimless trestle sets constructional column.
The utility model rubble wall thickness >=400mm, in wall internal reservation constructional column in rubble wall building process
Pour duct；After being placed in steel reinforcement cage, casting concrete, Formation cross-section size is not less than the built-in constructional column of 200mm × 200mm.
When the utility model pours constructional column, casting concrete is primary in duct when every masonry about 1m high, placement layer by layer
Constructional column is formed to wall height.
The utility model is implanted into the beard muscle of 4 1m long on the constructional column of wall junction in length and breadth, and beard muscle uses
HPB300 grades of diameter 8mm reinforcing bars.
When the utility model pours roof collar tie beam, reserve width be 200mm horizontal direction duct, inside and outside rubble building block
It is placed in steel reinforcement cage, casting concrete.
The utility model constructional column and ground beam, roof collar tie beam are connected to form dark skeleton, and dark skeleton and ashlar are common
Stress forms confined masonry structure.
The utility model has the beneficial effects that:
(1) the dark skeleton rubble wall building structure that the utility model is proposed is retaining the same of barnacle local-style dwelling houses traditional characteristics
When can improve the anti-seismic performance of building structure.
(2) the dark skeleton rubble wall building structure that the utility model is proposed, solving rubble wall, wall shortage has in length and breadth
The problem of effect connection, enhance the globality of wall.
(3) the dark skeleton rubble wall building structure that the utility model is proposed pours duct in wall internal reservation, and two
Supporting molding is played the role of in side rubble building block, without using template, simplifies operational procedure, and constructional column, ground beam, roof circle
Combination between beam and rubble building block is even closer, enhances wall integrity.
(4) the rubble wall building structure that the utility model is proposed, constructional column and roof collar tie beam, ground beam collectively constitute secretly
Skeleton system can significantly improve rubble wall anti-seismic performance.
(5) the rubble wall building structure that the utility model is proposed is gathered materials on the spot, construction method is simple, economic performance is prominent
Out.
Detailed description of the invention
Fig. 1 is dark skeleton rubble wall sectional view described in the utility model；
Fig. 2 is constructional column schematic diagram within the walls described in the utility model；
Fig. 3 is dark skeleton rubble wall described in the utility model wall connection schematic diagram in length and breadth；
Fig. 4 is built-in collar tie beam schematic diagram described in the utility model.
Fig. 5 is the floor plan of the utility model barnacle local-style dwelling houses.
Wherein 1 is constructional column；2 be rubble building block；3 be beard muscle；4 be roof collar tie beam；5 be ground beam.
Specific embodiment
For the present invention is described in further detail, specific embodiment is as follows:
The steel reinforcement cage of constructional column 1 is placed in when pouring ground beam 5 first, then pours construction in rubble wall body internal reservation
The duct of column 1, casting concrete is primary in duct when the every masonry about 1m high of rubble wall, the rubble inside and outside surface of wall
Template action is played in building block 2；Roof collar tie beam 4 uses method identical with constructional column 1, and reserving hole channel simultaneously places horizontal reinforcement cage,
Casting concrete；Collar tie beam 4,5 and constructional column 1 collectively constitute dark skeleton.To guarantee building structure globality, wall connects in length and breadth
Beard muscle 3, dark skeleton and the common stress of ashlar need to be arranged in the constructional column at the place of connecing, and form confined masonry structure, i.e., dark skeleton
Rubble wall building structure.
(hole should be met on hole side) when wall is tall and big in the middle part of wall is long when 4m, door opening or window opening are greater than 2.4m and set construction
Column 1；When the rimless trestle in wall corner, different-thickness wall junction should set constructional column 1.When pouring ground beam 5, needing to be arranged
The steel reinforcement cage of the position merging constructional column 1 of constructional column 1, steel reinforcement cage are connected with ground beam 5.
General rubble wall thickness >=400mm, thickness is larger, can be in rubble wall building process in wall internal reservation structure
Make column and pour duct, inside and outside rubble building block 2 play template action；It, can Formation cross-section after being placed in steel reinforcement cage, casting concrete
Size is not less than the built-in constructional column 1 of 200mm × 200mm, to retain mountain area while improving wall antidetonation globality and pass
System dwelling houses.
Casting concrete is primary in duct when pouring constructional column 1, when every masonry about 1m high, and placement layer by layer to wall height is formed
Constructional column 1.
In length and breadth on the constructional column 1 of wall junction, it need to be implanted into the beard muscle 3 of 4 1m long, beard muscle 3 also uses HPB300
Grade diameter 8mm reinforcing bar is advisable.
When pouring roof collar tie beam 4, reserve width be 200mm horizontal direction duct, inside and outside rubble building block 2 play supporting
Molding effect, is placed in steel reinforcement cage, casting concrete.
Constructional column 1 and ground beam 5, roof collar tie beam 4 are connected to form dark skeleton, dark skeleton and the common stress of ashlar, shape
At confined masonry structure.
The dark skeleton rubble wall building structure that the utility model is proposed significantly improves the anti-seismic performance of building, dark skeleton
The shearing strength and ductility factor comparison of rubble wall and traditional rubble wall are shown in Table 1.
1 two kinds of building structure performance tables of comparisons of table
| Building construction types | The shearing strength of wallf(MPa) | Wall ductility coefficient |
| Traditional rubble wall | 0.14 | 1.13 |
| Dark skeleton rubble wall | 0.78 | 2.96 |
Embodiment:
Now by taking mountain areas in middle Shandong village creates barnacle local-style dwelling houses as an example, Fig. 5 is the floor plan of the barnacle local-style dwelling houses.According to this
The invention constructional column method for arranging, constructional column arrangement is carried out to it, and emphasis is arranged in the handover of wall in length and breadth of barnacle local-style dwelling houses
Place, span are more than door opening and the window opening two sides of 2.4m, as shown in Figure 5,1 are constructional column in figure, 4 are roof collar tie beam.Constructional column
Embodiment is for example described in the utility model.
Claims (6)
1. a kind of dark skeleton rubble wall building structure, it is characterised in that: including ground beam, roof collar tie beam, constructional column, constructional column steel
Muscle cage, constructional column steel reinforcement cage is placed in when newly-built stone-made house pours ground beam, and the wall internal reservation of rubble building wall pours
The duct of constructional column is built, roof collar tie beam is identical as geosphere beam constructional column, and reserving hole channel simultaneously places horizontal reinforcement cage, casting concrete
?；Collar tie beam, constructional column collectively constitute dark skeleton；Beard muscle, dark skeleton and rubble is arranged in the constructional column of wall junction in length and breadth
The common stress of masonry forms confined masonry structure, i.e., dark skeleton rubble wall building structure.
2. a kind of dark skeleton rubble wall building structure according to claim 1, it is characterised in that: tall and big in 4m, door in wall
Hole or window opening, which are greater than the long middle part of wall of 2.4m or meet hole, sets constructional column on hole side；In wall corner, rimless trestle is not
Stack pile wall junction sets constructional column.
3. a kind of dark skeleton rubble wall building structure according to claim 1 or 2, it is characterised in that: rubble wall thickness >=
400mm pours duct in wall internal reservation constructional column in rubble wall building process；It is placed in steel reinforcement cage, casting concrete
Afterwards, Formation cross-section size is not less than the built-in constructional column of 200mm × 200mm.
4. a kind of dark skeleton rubble wall building structure according to claim 1 or 2, it is characterised in that: when pouring constructional column,
Casting concrete is primary in duct when every masonry about 1m high, and placement layer by layer to wall height forms constructional column.
5. a kind of dark skeleton rubble wall building structure according to claim 1 or 2, it is characterised in that: connect in wall in length and breadth
It connects on the constructional column at place, is implanted into the beard muscle of 4 1m long, beard muscle uses HPB300 grades of diameter 8mm reinforcing bars.
6. a kind of dark skeleton rubble wall building structure according to claim 1, it is characterised in that: when pouring roof collar tie beam,
Reserved width is the horizontal direction duct of 200mm, inside and outside rubble building block be placed in steel reinforcement cage, casting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821608510.7U CN209384447U (en) | 2018-09-30 | 2018-09-30 | A kind of dark skeleton rubble wall building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821608510.7U CN209384447U (en) | 2018-09-30 | 2018-09-30 | A kind of dark skeleton rubble wall building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209384447U true CN209384447U (en) | 2019-09-13 |
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ID=67866238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821608510.7U Expired - Fee Related CN209384447U (en) | 2018-09-30 | 2018-09-30 | A kind of dark skeleton rubble wall building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209384447U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113250461A (en) * | 2021-06-22 | 2021-08-13 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
| CN113565205A (en) * | 2021-08-24 | 2021-10-29 | 中建四局华南建设有限公司 | One-time pouring forming method for interlayer beam |
-
2018
- 2018-09-30 CN CN201821608510.7U patent/CN209384447U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113250461A (en) * | 2021-06-22 | 2021-08-13 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
| CN113565205A (en) * | 2021-08-24 | 2021-10-29 | 中建四局华南建设有限公司 | One-time pouring forming method for interlayer beam |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190913 Termination date: 20210930 |
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| CF01 | Termination of patent right due to non-payment of annual fee |