CN109505374A - A kind of sunk panel structure and its construction method that stability is high - Google Patents
A kind of sunk panel structure and its construction method that stability is high Download PDFInfo
- Publication number
- CN109505374A CN109505374A CN201811583113.3A CN201811583113A CN109505374A CN 109505374 A CN109505374 A CN 109505374A CN 201811583113 A CN201811583113 A CN 201811583113A CN 109505374 A CN109505374 A CN 109505374A
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- CN
- China
- Prior art keywords
- fulcra
- layer
- sunk panel
- fixedly connected
- strut
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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
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/005—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation composed of imitation beams or beam coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
- E04B9/12—Connections between non-parallel members of the supporting construction
- E04B9/16—Connections between non-parallel members of the supporting construction the members lying in different planes
Abstract
The present invention discloses a kind of sunk panel structure and its construction method that stability is high, including house beam and sunk panel ontology, sunk panel ontology lower end is equipped with the first bracketing layer, the first bracketing layer includes the first support plate, first sets of brackets on top of the columns structure, first perpendicular fulcra, first support plate is hollow structure, the first sets of brackets on top of the columns structure is fixedly connected with the first lower end face of support plate, it is uniformly distributed in the first support plate surface surrounding, the first sets of brackets on top of the columns structure includes bucket block and arch bar, the bucket block is fixed to each other with arch bar to be superimposed, the outer end of the arch bar is fixedly connected with the first perpendicular fulcra, the first perpendicular fulcra are fixedly connected with house beam, first, draw up sunk panel small sample, expand by small sample, separately production, every layer of height is really calculated with real calibration with width；Steel construction is reserved at roof cement structures, calculates each impetus；The sunk panel structural stability is high, and provides a kind of construction method of sunk panel, and method practicability and safety are higher.
Description
Technical field
The present invention relates to ancient building construction applications, specially a kind of sunk panel structure and its construction method that stability is high.
Background technique
In recent years, as the recovery in present ancient building is decorated in woodcarving, the sunk panel technology with Chinese national culture characteristic
Also it is more applied in newly-built temple shrine again, sunk panel is unique woodcarving dress of indoor canopy in Chinese traditional architecture
Part is adornd, is usually located above the indoor middle Room, is in canopy shape, generally takes the mode of timber structure to make rectangular, round, octagonal
Shape, it is protruding upward with different levels, by the lofty of the fine and closely woven sets of brackets on top of the columns support symbol sky.
But current sunk panel structural stability is an important problem, since structure is complicated for sunk panel, weight is larger, surely
Qualitative to determine its safety, what sunk panel was most difficult to is how it is vacantly hung in the center of main hall, and difficulty of construction is larger, promotes me
Studied and invented.
Summary of the invention
What the present invention designed is a kind of sunk panel structure that stability is high, and the sunk panel structural stability is high, and provides
A kind of construction method of sunk panel, method practicability and safety are higher.
A kind of sunk panel structure that stability is high, including house beam and sunk panel ontology, sunk panel ontology lower end is equipped with first
Bracketing layer, the first bracketing layer include the first support plate, the first sets of brackets on top of the columns structure, the first perpendicular fulcra, and first support plate is
Hollow structure, the first sets of brackets on top of the columns structure are fixedly connected with the first lower end face of support plate, uniform in the first support plate surface surrounding
Distribution, the first sets of brackets on top of the columns structure include bucket block and arch bar, and the bucket block is fixed to each other with arch bar to be superimposed, the outer end of the arch bar
It is fixedly connected with the first perpendicular fulcra, the first perpendicular fulcra are fixedly connected with house beam.
Preferably, the arch bar is fixedly connected with the first horizontal fulcra close to perpendicular fulcra one end, the first horizontal fulcra and the
One perpendicular fulcra cross-fixing connects, and is fixedly connected with first connecting rod, the first perpendicular fulcra, first between the first horizontal fulcra
Horizontal fulcra and first connecting rod are interconnected to form a closed stable frame, and the first horizontal fulcra, which are fixed with house beam, to be connected
It connects.
Preferably, the first bracketing layer surface has been sequentially overlapped the second bracketing layer, center rest, round bracketing layer, the
One flower window layer and the second flower window layer, the second bracketing layer are quadrilateral structure, the second bracketing layer structure and the first bracketing layer knot
Structure is identical.
Preferably, the center rest includes the second support plate, the first strut, the second strut and third strut, and described the
Two support plates are hollow structure, and first strut, the second strut, third strut and the second support plate intersect fixed connect
It connects.
Preferably, third strut both ends are fixedly connected on the first strut middle-end, and connection is formed just between third strut
Quadrilateral structure, second strut are fixedly connected to form approximate octagon structure with the second support plate.
Preferably, the second flower window layer outer ring annular is equipped with arc fulcra, arc fulcra one end and the first flower window
Layer connection, the other end are mutually permanently connected.
Preferably, the second flower window layer cross sectional shape is semicircle.
A kind of construction method for the sunk panel structure that stability is high, which is characterized in that specific step is as follows:
Step 1: drawing up sunk panel small sample, expands by small sample, separately produces, and every layer of height is really counted with real calibration with width
It calculates.
Step 2: steel construction is reserved at roof cement structures, calculates each impetus.
Step 3: matching twelve earthly branches 5x10 angle steel in four sides periphery, in circular portion Cheng Shiliu pin point, with 16 3x3 circle spiral shells
Silk matches 16 4x10 angle steel in illiciumverum point.
Step 4: be welded with roof house beam connecting portion, be welded and perpendicular fulcra and first connecting rod connecting portion.
Step 5: it behind auger shell silk hole, is fixed with screw and wooden unit, is installed layer by layer from top to bottom.
Step 6: passing through screw from bottom to top by different level, by the every layer of distance calculated, fixes screw, bottom branch
Column bracket is lived.
Preferably, the nut that the screw in the step 6 is connected is placed in timber, then fills wood chip.
Preferably, after installing entire sunk panel structure, entire sunk panel structure japanning is given.
The utility model has the advantages that the sunk panel structure that the present invention designs, is connect by perpendicular fulcra with sets of brackets on top of the columns, the gravity that sets of brackets on top of the columns is born
In indirect branch to roof house beam, so that the ability to bear of sets of brackets on top of the columns is higher, it is connect by horizontal fulcra with perpendicular fulcra cross-fixing, respectively
A stable frame is formed between horizontal fulcra, so that more stable and secured between each sets of brackets on top of the columns；The construction method of offer makes
Sunk panel structure can more steadily vacantly be hung in main hall.
Detailed description of the invention
In order to clearly demonstrate the technical solution of the embodiment of the present invention or the prior art, make below to required in embodiment
Attached drawing is briefly described, it should be apparent that, drawings discussed below is only the embodiment of the present invention, general for this field
For logical technical staff, without creative efforts, structure other accompanying drawings can also be obtained according to these attached drawings.
Fig. 1 is sunk panel internal structure chart of the present invention；
Fig. 2 is sunk panel external structure of the present invention；
Fig. 3 is sets of brackets on top of the columns structure chart of the present invention；
Fig. 4 is center rest structure chart of the present invention；
1 first bracketing layer, 2 second bracketing layers, 3 center rests, 31 second support plates, 32 first struts, 33 second struts,
34 third struts, 4 round bracketing layers, 5 first flower window layer, 6 second flower window layer, 7 first perpendicular fulcra, 8 first connecting rods, 9 first buckets
Arch structure, 91 arch bars, 92 bucket blocks, 10 first support plates, 11 first horizontal fulcra, 12 arc fulcra.
Specific embodiment
Embodiments of the present invention are described in further detail with reference to the accompanying drawings and examples, following embodiment is used for
Illustrate the present invention, but cannot be used to limit the scope of the invention.
As shown in Figure 1-3, a kind of sunk panel structure that stability is high, including house beam and sunk panel ontology, the sunk panel ontology
Lower end is equipped with the first bracketing layer 1, and the first bracketing layer 1 includes the first support plate 10, the first sets of brackets on top of the columns structure 9, the first perpendicular fulcra
7, first support plate 10 is hollow structure, and the first sets of brackets on top of the columns structure 9 is fixedly connected with 10 lower end surface of the first support plate,
First support plate, 10 surface surrounding is uniformly distributed, and the first sets of brackets on top of the columns structure 9 includes bucket block 92 and arch bar 91, the bucket block 92 and
Arch bar 91 is fixed to each other superposition, and the outer end of the arch bar 91 is fixedly connected with the first perpendicular fulcra 7, the first perpendicular fulcra 7 with
House beam is fixedly connected；First sets of brackets on top of the columns structure 9 is used to support the first support plate 10, passes through 91 one end of arch bar of the first sets of brackets on top of the columns structure 9
It is fixedly connected with the first perpendicular fulcra 7, the first perpendicular fulcra 7 are fixedly connected with house beam, and the power that the first sets of brackets on top of the columns structure 9 is born is led to
It crosses in the first perpendicular 7 indirect branch to house beam of fulcra, so that total is more stable, the ability to bear of the first sets of brackets on top of the columns structure 9 is more
Greatly.
As shown in Figs. 1-2, the arch bar 91 is fixedly connected with the first horizontal fulcra 11 close to perpendicular fulcra one end, and described first is horizontal
Fulcra 11 are connect with the first perpendicular 7 cross-fixing of fulcra, are fixedly connected with first connecting rod 8 between the first horizontal fulcra 11, described
First perpendicular fulcra 7, the first horizontal fulcra 11 and first connecting rod 8 are interconnected to form a closed stable frame, and described first is horizontal
Fulcra 11 are fixedly connected with house beam；It is connect by the first horizontal fulcra 11 with the first perpendicular 7 cross-fixing of fulcra, the first horizontal fulcra 11
Between form a stable frame again so that more stable between sets of brackets on top of the columns, be not easy to loosen, improve whole stability.
As shown in Figs. 1-2,1 surface of the first bracketing layer has been sequentially overlapped the second bracketing layer 2, center rest 3, round support
Hold in the palm the flower window layer 5 of layer 4, first and the second flower window layer 6, the second bracketing layer 2 is quadrilateral structure, 2 structure of the second bracketing layer with
First bracketing layer, 1 structure is identical；By being superimposed different shape and structure, it can show different sunk panel art, pass through difference
Structure is stacked layer by layer, and whole impetus is assigned to each layer, so that structure is more stable, the second bracketing layer 2 is by with first
The structure of bracketing layer 1 is identical, in the force of gravity to house beam that equally sets of brackets on top of the columns is born, improves its ability to bear.
As shown in figure 3, the center rest 3 includes the second support plate 314, the first strut 32, the second strut 33 and third
Strut 34, second support plate 314 are hollow structure, first strut 32, the second strut 33, third strut 34 and second
Support plate 314, which intersects, to be fixedly connected；Pass through the first strut 32 of center rest 3, the second strut 33, third strut 34 and
Two support plates 314, which intersect, to be fixedly connected, and the round flower of bracketing layer 4, first window layer 5 and the second flower window layer 6 are used to support, so that
Its gravity can be evenly distributed in above center rest 3, and cross-fixing connection also improves the stability of center rest 3 and holds
By ability.
As shown in figure 3,34 both ends of third strut are fixedly connected on 32 middle-end of the first strut, connect between third strut 34
It connects to form regular quadrangle structure, second strut 33 is fixedly connected to form approximate octagon structure with the second support plate 314；
It is overlapped mutually by regular quadrangle structure and octagon structure, so that each angle junction forms the rock-steady structure of triangle, is made
It is higher to obtain 3 stability of center rest.
As shown in Figure 1, it is described second flower 6 outer ring annular of window layer be equipped with arc fulcra 12, described 12 one end of arc fulcra with
First flower window layer 5 connects, and the other end is mutually permanently connected；It is mutually permanently connected by 12 other end of arc fulcra, so that second
Pulling force suffered by flower window layer 6 concentrates on a point, so that stability is higher, and arc fulcra 12 can be different by carving
Pattern is more beautiful to increase sunk panel.
As shown in Figure 1, the second flower 6 cross sectional shape of window layer is semicircle；So that after sunk panel is constructed, the second flower window
Layer 6 will not generate irregular contact with roof, avoid bringing more difficulty to construction.
A kind of construction method for the sunk panel structure that stability is high, which is characterized in that specific step is as follows:
Step 1: drawing up sunk panel small sample, expands by small sample, separately produces, and every layer of height is really counted with real calibration with width
It calculates.
Step 2: steel construction is reserved at roof cement structures, calculates each impetus.
Step 3: matching twelve earthly branches 5x10 angle steel in four sides periphery, in circular portion Cheng Shiliu pin point, with 16 3x3 circle spiral shells
Silk matches 16 4x10 angle steel in illiciumverum point.
Step 4: be welded with roof house beam connecting portion, be welded and 8 connecting portion of perpendicular fulcra and first connecting rod.
Step 5: it behind auger shell silk hole, is fixed with screw and wooden unit, is installed layer by layer from top to bottom.
Step 6: passing through screw from bottom to top by different level, by the every layer of distance calculated, fixes screw, bottom branch
Column bracket is lived.
Since structure is complicated for sunk panel, volume, weight are larger, it is necessary to by the connection with roof, part force of gravity be arrived
Roof calculates each impetus on roof, and entire sunk panel leads to by tenon connection, but in order to enhance its stability originally
It crosses and is fixed layer by layer in each impetus by screw, so that entire sunk panel structure is more stable.
The nut that screw in the step 6 is connected is placed in timber, then fills wood chip；It is characterized in that, when peace
After installing entire sunk panel structure, entire sunk panel structure japanning is given；Nut is placed in timber, nut is avoided directly to contact with the external world
There is phenomenon of getting rusty, on the one hand avoids getting rusty to entire sunk panel structure japanning, on the other hand make more beautiful.
It is enlightenment with above-mentioned desirable embodiment according to the present invention, through the above description, relevant staff is complete
The change and modification of multiplicity, the technology model of this invention can be carried out without departing from the scope of the technological thought of the present invention' entirely
It encloses and is not limited to the contents of the specification, it is necessary to determine its technical scope according to scope of the claims.
Claims (10)
1. a kind of sunk panel structure that stability is high, which is characterized in that including house beam and sunk panel ontology, sunk panel ontology lower end
Equipped with the first bracketing layer, the first bracketing layer include the first support plate, the first sets of brackets on top of the columns structure, the first perpendicular fulcra, described first
Support plate is hollow structure, and the first sets of brackets on top of the columns structure is fixedly connected with the first lower end face of support plate, supports plate surface first
Surrounding is uniformly distributed, and the first sets of brackets on top of the columns structure includes bucket block and arch bar, and the bucket block is fixed to each other with arch bar to be superimposed, the arch
The outer end of bar is fixedly connected with the first perpendicular fulcra, and the first perpendicular fulcra are fixedly connected with house beam.
2. a kind of high sunk panel structure of stability according to claim 1, which is characterized in that the arch bar is close to perpendicular branch
Bone one end is fixedly connected with the first horizontal fulcra, and the first horizontal fulcra are connect with the first perpendicular fulcra cross-fixing, and described first is horizontal
First connecting rod is fixedly connected between fulcra, the first perpendicular fulcra, the first horizontal fulcra and first connecting rod are interconnected to form one
A closed stable frame, the first horizontal fulcra are fixedly connected with house beam.
3. a kind of high sunk panel structure of stability according to claim 1, which is characterized in that the first bracketing layer table
Face has been sequentially overlapped the second bracketing layer, center rest, round bracketing layer, the first flower window layer and the second flower window layer, second support
Support layer is quadrilateral structure, and the second bracketing layer structure is identical as the first bracketing layer structure.
4. a kind of high sunk panel structure of stability according to claim 3, which is characterized in that the center rest includes
Second support plate, the first strut, the second strut and third strut, second support plate be hollow structure, first strut,
Second strut, third strut intersect with the second support plate and are fixedly connected.
5. a kind of high sunk panel structure of stability according to claim 4, which is characterized in that third strut both ends
It is fixedly connected on the first strut middle-end, connection forms regular quadrangle structure between third strut, second strut and second
Fagging is fixedly connected to form approximate octagon structure.
6. a kind of high sunk panel structure of stability according to claim 3, which is characterized in that outside the second flower window layer
Ring shape is equipped with arc fulcra, and arc fulcra one end is connect with the first flower window layer, and the other end is mutually permanently connected.
7. a kind of sunk panel structure that stability is high according to claim 3 or 6, which is characterized in that the second flower window
Layer cross section shape is semicircle.
8. a kind of construction method for the sunk panel structure that stability is high, which is characterized in that specific step is as follows:
Step 1: drawing up sunk panel small sample, expands by small sample, separately produces, and every layer of height is really calculated with real calibration with width.
Step 2: steel construction is reserved at roof cement structures, calculates each impetus.
Step 3: matching twelve earthly branches 5x10 angle steel in four sides periphery, in circular portion Cheng Shiliu pin point, matches 16 3x3 circle screws,
Illiciumverum point matches 16 4x10 angle steel.
Step 4: be welded with roof house beam connecting portion, be welded and perpendicular fulcra and first connecting rod connecting portion.
Step 5: it behind auger shell silk hole, is fixed with screw and wooden unit, is installed layer by layer from top to bottom.
Step 6: screw is passed through from bottom to top by different level by the every layer of distance calculated and fixes screw, bottom branch column bracket
Firmly.
9. a kind of construction method of the high sunk panel structure of stability according to claim 8, which is characterized in that the step
The nut that screw in rapid six is connected is placed in timber, then fills wood chip.
10. a kind of construction method of the high sunk panel structure of stability according to claim 8, which is characterized in that work as peace
After installing entire sunk panel structure, entire sunk panel structure japanning is given.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811583113.3A CN109505374A (en) | 2018-12-24 | 2018-12-24 | A kind of sunk panel structure and its construction method that stability is high |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811583113.3A CN109505374A (en) | 2018-12-24 | 2018-12-24 | A kind of sunk panel structure and its construction method that stability is high |
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| Publication Number | Publication Date |
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| CN109505374A true CN109505374A (en) | 2019-03-22 |
Family
ID=65754447
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811583113.3A Pending CN109505374A (en) | 2018-12-24 | 2018-12-24 | A kind of sunk panel structure and its construction method that stability is high |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331809A (en) * | 2019-06-27 | 2019-10-15 | 福建惠安县洛阳庆达石雕艺术有限公司 | A kind of stability sunk panel and its installation method being easily installed |
| CN110424612A (en) * | 2019-06-28 | 2019-11-08 | 福建惠安县洛阳庆达石雕艺术有限公司 | A kind of stronger sunk panel structure of stability |
| CN110331809B (en) * | 2019-06-27 | 2024-04-26 | 庄金标 | Stability caisson ceiling convenient to install and installation method thereof |
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| CN209482563U (en) * | 2018-12-24 | 2019-10-11 | 庄金标 | A kind of sunk panel structure that stability is high |
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| CN204965908U (en) * | 2015-08-26 | 2016-01-13 | 漳州图特文教用品开发有限公司 | China's ancient pavilion of building model |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110331809A (en) * | 2019-06-27 | 2019-10-15 | 福建惠安县洛阳庆达石雕艺术有限公司 | A kind of stability sunk panel and its installation method being easily installed |
| CN110331809B (en) * | 2019-06-27 | 2024-04-26 | 庄金标 | Stability caisson ceiling convenient to install and installation method thereof |
| CN110424612A (en) * | 2019-06-28 | 2019-11-08 | 福建惠安县洛阳庆达石雕艺术有限公司 | A kind of stronger sunk panel structure of stability |
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