CN106223639A - A kind of supporting construction of building in the style of the ancients - Google Patents
A kind of supporting construction of building in the style of the ancients Download PDFInfo
- Publication number
- CN106223639A CN106223639A CN201610763531.5A CN201610763531A CN106223639A CN 106223639 A CN106223639 A CN 106223639A CN 201610763531 A CN201610763531 A CN 201610763531A CN 106223639 A CN106223639 A CN 106223639A
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- CN
- China
- Prior art keywords
- support
- supporting
- ancients
- building
- style
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
The invention discloses the supporting construction of a kind of building in the style of the ancients, provide a kind of supporting construction unlike the prior art, in order to building in the style of the ancients is carried out seismic hardening, its drip irrigation device is the supporting construction of a kind of building in the style of the ancients, including several support columns, one crossbeam and several are for the support beam of connecting cross beam and support column, connected by former wall between described adjacent support column, described adjacent support beam is connected by described crossbeam, it is characterized in that: described support beam connects support bar, described support bar is fixedly connected with pull bar away from one end of support beam, the fixing connection of support column that the two ends of described pull bar are relative with two respectively.
Description
Technical field
The present invention relates to the supporting construction of a kind of building in the style of the ancients.
Background technology
Qin brick and Han tile, the building Sambalion of the unique distinct Chinese characteristics such as carved beams and painted rafter, make Chinese ancient architecture in international building history
Occupy historical role and the realistic meaning of uniqueness, therefore, there are the building in the style of the ancients showing national characters, building in the style of the ancients in China
Mostly in the majority with post and panel structure form, along with improving constantly of social production and living standard, in city, building in the style of the ancients is anti-
The weak link having become urban renewal engineering is reinforced in shake.
This is accomplished by finding a kind of new supporting construction, enables these building in the style of the ancients to play the effect of seismic hardening.
Summary of the invention
The deficiency existed for prior art, the invention reside in the supporting construction providing a kind of building in the style of the ancients, by using
Support column, support beam, support bar, crossbeam and pull bar, the active force that support column is produced by support beam and crossbeam, it is possible to supported
Bar is offset with pull bar, reaches the effect to building in the style of the ancients seismic hardening.
For achieving the above object, the technical scheme is that the supporting construction of a kind of building in the style of the ancients, if including
A dry support column, a crossbeam and several are for the support beam of connecting cross beam with support column, described adjacent support column it
Between connected by former wall, described adjacent support beam is connected by described crossbeam, and described support beam connects support bar, described
Support bar is fixedly connected with pull bar away from one end of support beam, and relative with two the respectively support column in the two ends of described pull bar is solid
Fixed connection.
By using technique scheme, crossbeam applies downforce by the effect of gravity to support beam, under support beam is incited somebody to action
Pressure transmission is on support column and support bar, and produces support column toward the positive force moved away from support beam direction, meanwhile,
Downforce is delivered on pull bar by support bar, and support column is produced toward the counteracting force moved near support beam direction by pull bar, instead
The size of active force is equal to positive force, so that support column can be placed stable, has crossbeam and support beam preferably
Supporting role such that it is able to building in the style of the ancients is had the effect of good seismic hardening.
The present invention is further arranged to: described support bar includes that the first supporting section being intersected and second supports
Section, the first described supporting section and the second supporting section are fixing with two adjacent support beams respectively to be connected.
By using technique scheme, the first supporting section, the second supporting section, crossbeam form a three-legged structure, increase
The stability of support bar is not susceptible to fracture, meanwhile, it is capable to the support more stable to crossbeam.
The present invention is further arranged to: the first described supporting section and the second supporting section pass through fixing near one end of pull bar
Bar connects.
By using technique scheme, when having the support beam to damage and cannot crossbeam stably be supported, this
Support beam is connected with other support beam by fixing bar, and support bar applies active force by this support beam of fixing pole pair, it is to avoid this
Support beam produces displacement, can be prevented effectively from house and cave in while increasing the service life.
The present invention is further arranged to: described support beam include symmetrical first load-bearing section, the second load-bearing section with
And for connecting the gripper shoe of the first load-bearing section and the second load-bearing section, described the first load-bearing section, the second load-bearing Duan Jun pass through spiral shell
Bolt is connected with gripper shoe.
By using technique scheme, the crossbeam effect by gravity, support beam is applied active force so that support beam
Certain deformation can be produced, and it is integrated that support beam is divided into the first load-bearing section can be prevented effectively from support beam with the second load-bearing section
And easily there is the problem of fracture, so that the first load-bearing section, the second load-bearing section and gripper shoe can be stablized cross beam support.
The present invention is further arranged to: described gripper shoe is fixed with limiting plate, described limiting plate near the side of crossbeam
One end away from gripper shoe extends toward the direction away from support beam, and described support bar and gripper shoe, limiting plate are conflicted setting simultaneously.
By using technique scheme, form a holding tank between limiting plate and gripper shoe, support bar is placed in appearance
Receive in groove, and conflict with limiting plate, gripper shoe simultaneously, while support beam stably can being supported, it is simple to the peace to support bar
Dress.
The present invention is further arranged to: the two ends of described fixing bar are all by V shaped slab and the first supporting section, the second support
Section is fixing to be connected, and described V shaped slab is provided with locking member, and described the first supporting section, the second supporting section are by described locking
Part is fixing with V shaped slab to be connected.
By using technique scheme, it is simple to fixing bar and the first supporting section, the second supporting section are dismounted.
The present invention is further arranged to: be fixed with limited block on described V shaped slab, and described limited block is placed in a left side for pull bar
Also conflicting with pull bar and arrange in right both sides, described locking member is fixed with support bar through described limited block, V shaped slab and is connected.
By using technique scheme, pull bar can be carried out spacing by the setting of limited block, it is to avoid occurs about pull bar
Displacement and support column stably cannot be supported, limited block and V shaped slab, support bar can be fixed by locking member, compact conformation.
The present invention is further arranged to: be respectively and fixedly provided with projection in the first described load-bearing section and the second load-bearing section, described
Being provided with supporting plane on crossbeam, described projection is conflicted with supporting plane and is arranged.
By using technique scheme, it is possible to make the first load-bearing section, the second load-bearing section more stable to the support of crossbeam,
Meanwhile, make the pressure of the crossbeam that the first load-bearing section, the second load-bearing section be subject to be more uniformly distributed, thus the first load-bearing section and second are held
Weight section has good protective effect.
The present invention is further arranged to: be fixed with projection in described projection, described supporting plane offers location
Groove, described projection and detent interference fit.
By using technique scheme, projection is arranged in detent, makes crossbeam and projection fix and be connected, thus
Enable that crossbeam is more stable to be supported by support beam, make support beam the most firm with the connection of crossbeam.
The present invention is further arranged to: the two ends of described pull bar are fixed with extension rod, and described extension rod is arranged in and props up
Dagger also fixing with support column is connected.
By using technique scheme, the distance of two relative support columns, more than the length of pull bar, passes through extension rod
Setting pull bar can be made to be connected with support column, add practicality.
In sum, the method have the advantages that
Crossbeam applies downforce by the effect of gravity to support beam, and downforce is held by support beam by the first load-bearing section and second
Weight section is delivered on support column, and support column is produced positive force, meanwhile, by support bar, pull bar is applied active force, draws
The middle part of bar produces and moves down downforce, adds the counteracting force to support column, and meanwhile, bracing frame is applied to support by former wall
Power, counteracting force, support force action direction contrary with the action direction of positive force, and cancel out each other, so that support column
Can stablize cross beam support.
Accompanying drawing explanation
Fig. 1 is external structure schematic diagram of the present utility model；
Fig. 2 is the A direction view of Fig. 1；
Fig. 3 is enlarged drawing at the B of Fig. 2；
Fig. 4 is the attachment structure schematic diagram embodying support column with extension rod；
Fig. 5 is enlarged drawing at the C of Fig. 4；
Fig. 6 is the attachment structure schematic diagram embodying projection with crossbeam.
Reference: 1, crossbeam；11, supporting plane；12, detent；2, support beam；21, the first load-bearing section；22,
Two load-bearing sections；23, gripper shoe；24, limiting plate；25, holding tank；26, protruding；27, projection；3, support bar；31, first support
Section；32, the second supporting section；33, bracing piece；4, V shaped slab；41, the first connecting portion；42, the second connecting portion；5, fixing bar；6, lock
Tight part；7, limited block；81, pull bar；82, extension rod；91, Yuan Qiang；92, support column.
Detailed description of the invention
Referring to figs. 1 through Fig. 6, the present invention will be further described.
As shown in Figure 1 to Figure 3, the supporting construction of a kind of building in the style of the ancients, including 92, crossbeam 1 of 12 support columns with
And six support beams 2 being used for connecting support column 92 and crossbeam 1.
Six support columns 92 are divided into one group, and totally two groups of support columns 92 are respectively placed in the left and right sides of support beam 2.Each group of phase
Adjacent two support columns 92 connect by former wall 91 is fixing.Former wall 91 uses blue bricks to build up.Support column 92 is arranged in quadrangular, and
Short transverse is along being vertically arranged.
The V-shaped setting of support beam 2, includes gripper shoe 23 and is placed in the first load-bearing section of gripper shoe 23 left and right sides
21, the second load-bearing section 22, the first load-bearing section 21 and the second load-bearing section 22 are symmetrical set with the center line of gripper shoe 23.First holds
Weight section 21 and the second load-bearing section 22 are all in strip, and the most inclined placement, and each support beam 2 includes two gripper shoes 23, and two
Individual gripper shoe 23 is respectively placed in both sides before and after the first load-bearing section 21.
First load-bearing section the 21, the second load-bearing section 22 horizontal level near gripper shoe 23 one end is higher than the level of the other end
Position.First load-bearing section the 21, second load-bearing section 22 is fixed by cement and support column 92 away from one end of gripper shoe 23.
As shown in Figures 4 to 6, the first load-bearing section 21 and the second load-bearing section 22 are fixed with protruding 26 towards the side of crossbeam 1,
It is provided with supporting plane 11 on outer wall in cylindrical crossbeam 1, on protruding 26, is fixed with the projection 27 arranged in cuboid,
Supporting plane 11 offers detent 12, makes projection 27 and detent 12 interference fit, crossbeam 1 is fixed on support
On beam 2.
Gripper shoe 23 is arranged in cuboid, is bolted between two gripper shoes 23, and is held through first by bolt
Weight section 21 and the second load-bearing section 22.Each gripper shoe 23 is fixed with limiting plate 24 near the side of crossbeam 1, and limiting plate 24 is in rectangular
Body is arranged, and one end is connected with gripper shoe 23, and the other end extends toward the direction away from the first load-bearing section 21.Make gripper shoe 23 with
Limiting plate 24 is vertically arranged.A holding tank 25 is defined between gripper shoe 23 and limiting plate 24.
As shown in Figures 2 and 3, a support bar 3 connects adjacent two support beam 2, and support bar 3 includes being made up of wood
The first supporting section 31 and the second supporting section 32, the first supporting section 31 and the second supporting section 32 all arrange in strip, and make the
One supporting section 31 and the second supporting section 32 contact in the holding tank 25 in two support beams 2 respectively.First supporting section 31 and
Two supporting sections 32 intersect in X-shaped, and are fixed by nail the intersection of the first supporting section 31 and the second supporting section 32.
The first supporting section 31 on same support bar 3 is connected by a bracing piece 33 is fixing with the second supporting section 32.
The two ends of bracing piece 33 are all by nail and the first fixing connection of supporting section the 31, second supporting section 32.Make the first supporting section 31,
Second supporting section 32 and bracing piece 33 form a three-legged structure；First supporting section the 31, second supporting section 32 and crossbeam 1 shape
Become a three-legged structure such that it is able to make support bar 3 have stable supporting construction.
Connected by a fixing bar 5 in quadrangular between two adjacent support bars 3.Fixing bar 5 horizontal positioned.Gu
One end of fixed pole 5 is connected by V shaped slab 4 is fixing with the first supporting section 31, and the other end is also by V shaped slab 4 and the second supporting section 32
Fixing connection.V shaped slab 4 includes the first connecting portion 41 and the second connecting portion 42 of integration connection, and the first connecting portion 41 level is put
Putting and be connected with fixing bar 5, the second connecting portion 42 slant setting is in order to connect with the first supporting section 31 or the second supporting section 32.
At the first connecting portion 41 and the second connecting portion 42, the side of fixing bar 5 being provided with locking member 6, locking member 6 is excellent
Elect bolt as.To be placed with in circular limited block 7 between locking member 6 and first connecting portion the 41, second connecting portion 42.By one
Individual screw bolt passes limited block the 7, first connecting portion 41 is also screwed with fixing bar 5, and another screw bolt passes is spacing
Block the 7, second connecting portion 42 is also screwed with the first supporting section 31 or the second supporting section 32.
Pull bar 81, in cylinder, will be conflicted between 81 two limited blocks 7 of pull bar and with limited block 7.Make limited block 7, V shaped slab
4 form a triangle with the junction of pull bar 81.
As it is shown in figure 5, the two ends of a pull bar 81 are all welded with an extension rod 82, extension rod 82 is arranged in cylinder,
And will extend over bar 82 and be arranged in an axially parallel mode with pull bar 81.Extension rod 82 wears away from one end of pull bar 81 and is fixed on support column 92
On.
In sum, in use, crossbeam 1 applies downforce by the action of gravity of self to support beam 2, the first load-bearing
Section 21 and second load-bearing section 22 this downforce is delivered on support column 92, and support column 92 is produced horizontal direction and toward away from
The direction of crossbeam 1 produces thrust, and meanwhile, support beam 2 produces the active force along support bar 3 length direction to support bar 3, due to solid
Fixed pole 5 can avoid pull bar 81 to produce displacement in the horizontal direction, so making the middle part of pull bar 81 produce by the effect of active force
The trend moved down, makes the two ends of pull bar 81 support column 92 produce horizontal direction and draw toward near support bar 3 direction
Power, the size of pulling force is equal to the size of thrust such that it is able to makes support column 92 stablize and supports crossbeam 1.
The above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned enforcement
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that, for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications are also
Should be regarded as protection scope of the present invention.
Claims (10)
1. a supporting construction for building in the style of the ancients, including several support columns (92), a crossbeam (1) and several are for even
Connect the support beam (2) of crossbeam (1) and support column (92), connected by former wall (91) between described adjacent support column (92), institute
State adjacent support beam (2) to be connected by described crossbeam (1), it is characterized in that: described support beam (2) connects support bar (3),
Described support bar (3) is fixedly connected with pull bar (81) away from one end of support beam (2), the two ends of described pull bar (81) respectively with
Two fixing connections of relative support column (92).
The supporting construction of a kind of building in the style of the ancients the most according to claim 1, is characterized in that: described support bar (3) includes
The first supporting section (31) being intersected and the second supporting section (32), described the first supporting section (31) and the second supporting section
(32) connection fixing with two adjacent support beams (2) respectively.
The supporting construction of a kind of building in the style of the ancients the most according to claim 2, is characterized in that: described the first supporting section (31)
It is connected by fixing bar (5) near one end of pull bar (81) with the second supporting section (32).
The supporting construction of a kind of building in the style of the ancients the most according to claim 3, is characterized in that: described support beam (2) includes
Symmetrical first load-bearing section (21), the second load-bearing section (22) and for connecting the first load-bearing section (21) and the second load-bearing section
(22) gripper shoe (23), described the first load-bearing section (21), the second load-bearing section (22) are all connected with gripper shoe (23) by bolt
Connect.
The supporting construction of a kind of building in the style of the ancients the most according to claim 4, is characterized in that: described gripper shoe (23) is close
The side of crossbeam (1) is fixed with limiting plate (24), and described limiting plate (24) is past away from support beam away from one end of gripper shoe (23)
(2) direction extends, and described support bar (3) and gripper shoe (23), limiting plate (24) are conflicted setting simultaneously.
The supporting construction of a kind of building in the style of the ancients the most according to claim 3, is characterized in that: the two of described fixing bar (5)
End all by V shaped slab (4) and the first supporting section (31), the second supporting section (32) is fixing is connected, described V shaped slab (4) goes up setting
Having locking member (6), described the first supporting section (31), the second supporting section (32) are solid with V shaped slab (4) by described locking member (6)
Fixed connection.
The supporting construction of a kind of building in the style of the ancients the most according to claim 6, is characterized in that: described V shaped slab (4) is upper fixing
Limited location block (7), described limited block (7) is placed in the left and right sides of pull bar (81) and arranges with pull bar (81) conflict, described
Locking member (6) is fixed be connected through described limited block (7), V shaped slab (4) and support bar (3).
The supporting construction of a kind of building in the style of the ancients the most according to claim 4, is characterized in that: the first described load-bearing section (21)
Be respectively and fixedly provided with projection (26) in the second load-bearing section (22), described crossbeam (1) is provided with supporting plane (11), described is convex
Play (26) to arrange with supporting plane (11) conflict.
The supporting construction of a kind of building in the style of the ancients the most according to claim 8, is characterized in that: described projection (26) is upper fixing
There is projection (27), described supporting plane (11) offers detent (12), described projection (27) and detent
(12) interference fit.
10. according to the supporting construction of a kind of building in the style of the ancients described in claim 1-9 any one, it is characterized in that: described draws
The two ends of bar (81) are fixed with extension rod (82), and described extension rod (82) is arranged in support column (92) and consolidates with support column (92)
Fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610763531.5A CN106223639B (en) | 2016-08-29 | 2016-08-29 | A kind of support construction of pseudo-classic architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610763531.5A CN106223639B (en) | 2016-08-29 | 2016-08-29 | A kind of support construction of pseudo-classic architecture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106223639A true CN106223639A (en) | 2016-12-14 |
| CN106223639B CN106223639B (en) | 2018-08-07 |
Family
ID=58071827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610763531.5A Active CN106223639B (en) | 2016-08-29 | 2016-08-29 | A kind of support construction of pseudo-classic architecture |
Country Status (1)
| Country | Link |
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Citations (9)
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|---|---|---|---|---|
| BE1013797A3 (en) * | 1999-02-16 | 2002-09-03 | Mc Coy Martin | Replacement anchor head plate for reinforcing rods, which retain old walls of building |
| CN2622286Y (en) * | 2003-05-16 | 2004-06-30 | 尹遵智 | Steel/wood building (house) frame |
| CN1752366A (en) * | 2004-09-23 | 2006-03-29 | 万平华 | Method for assembling building |
| CN2778915Y (en) * | 2005-03-17 | 2006-05-10 | 黄华龙 | Detachable combination house |
| CN101054856A (en) * | 2007-05-22 | 2007-10-17 | 佛山市工程承包总公司 | Rehabilitation method for ancient architecture wall |
| CN101457552A (en) * | 2009-01-07 | 2009-06-17 | 南京大学 | Composite hollow slab house and building method thereof |
| CN102498979A (en) * | 2011-11-11 | 2012-06-20 | 向荣斌 | Roughcast house type greenhouse |
| CN103233593A (en) * | 2013-04-03 | 2013-08-07 | 大连民族学院 | Rural compositional residential structure |
| KR101611820B1 (en) * | 2015-10-08 | 2016-04-12 | 문종기 | Construction Method for Building Seismic Reinforcement and Building Remodeling Construction Method |
-
2016
- 2016-08-29 CN CN201610763531.5A patent/CN106223639B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1013797A3 (en) * | 1999-02-16 | 2002-09-03 | Mc Coy Martin | Replacement anchor head plate for reinforcing rods, which retain old walls of building |
| CN2622286Y (en) * | 2003-05-16 | 2004-06-30 | 尹遵智 | Steel/wood building (house) frame |
| CN1752366A (en) * | 2004-09-23 | 2006-03-29 | 万平华 | Method for assembling building |
| CN2778915Y (en) * | 2005-03-17 | 2006-05-10 | 黄华龙 | Detachable combination house |
| CN101054856A (en) * | 2007-05-22 | 2007-10-17 | 佛山市工程承包总公司 | Rehabilitation method for ancient architecture wall |
| CN101457552A (en) * | 2009-01-07 | 2009-06-17 | 南京大学 | Composite hollow slab house and building method thereof |
| CN102498979A (en) * | 2011-11-11 | 2012-06-20 | 向荣斌 | Roughcast house type greenhouse |
| CN103233593A (en) * | 2013-04-03 | 2013-08-07 | 大连民族学院 | Rural compositional residential structure |
| KR101611820B1 (en) * | 2015-10-08 | 2016-04-12 | 문종기 | Construction Method for Building Seismic Reinforcement and Building Remodeling Construction Method |
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| Publication number | Publication date |
|---|---|
| CN106223639B (en) | 2018-08-07 |
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Denomination of invention: Support structure of antique building Effective date of registration: 20220428 Granted publication date: 20180807 Pledgee: Zhejiang Tailong Commercial Bank Co.,Ltd. Jiaxing Haining sub branch Pledgor: ZHEJIANG LIUZENG ANCIENT GARDEN ENGINEERING CO.,LTD. Registration number: Y2022330000621 |
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Date of cancellation: 20230628 Granted publication date: 20180807 Pledgee: Zhejiang Tailong Commercial Bank Co.,Ltd. Jiaxing Haining sub branch Pledgor: ZHEJIANG LIUZENG ANCIENT GARDEN ENGINEERING CO.,LTD. Registration number: Y2022330000621 |
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Denomination of invention: A Support Structure for Antique Architecture Effective date of registration: 20230810 Granted publication date: 20180807 Pledgee: Zhejiang Tailong Commercial Bank Co.,Ltd. Jiaxing Haining sub branch Pledgor: ZHEJIANG LIUZENG ANCIENT GARDEN ENGINEERING CO.,LTD. Registration number: Y2023980051711 |