CN110469139A - A kind of construction method that ancient architecture pin pier connects - Google Patents
A kind of construction method that ancient architecture pin pier connects Download PDFInfo
- Publication number
- CN110469139A CN110469139A CN201910734694.4A CN201910734694A CN110469139A CN 110469139 A CN110469139 A CN 110469139A CN 201910734694 A CN201910734694 A CN 201910734694A CN 110469139 A CN110469139 A CN 110469139A
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- CN
- China
- Prior art keywords
- column
- pin
- pier
- tenon
- log
- 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
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000000725 suspension Substances 0.000 claims abstract description 14
- 239000003292 glue Substances 0.000 claims abstract description 12
- 239000011248 coating agent Substances 0.000 claims abstract description 8
- 238000000576 coating method Methods 0.000 claims abstract description 8
- 238000005553 drilling Methods 0.000 claims abstract description 4
- 238000002271 resection Methods 0.000 claims abstract description 4
- 238000001035 drying Methods 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 7
- 229910052742 iron Inorganic materials 0.000 abstract description 5
- 238000005452 bending Methods 0.000 description 3
- 238000011084 recovery Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- 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
- E04G2023/0248—Increasing or restoring the load-bearing capacity of building construction elements of elements made of wood
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of construction methods that ancient architecture pin pier connects, which comprises the following steps: S1, reconnoitres record；S2, the rotten suspension column of excision；The selection of the new pin of S3, joggle；The joggle of S4, timber；The length of new pin is accordingly sawed out according to log column suspension column resection length, tenon is inwardly sawed out along end at the top of new pin, the tongue-and-groove conduct that pier corresponding with tenon connects is dug out on log column to try to gain, new pin and log column are carried out pier to connect, pier connect before tenon external coating glue, when construction notices that the overlap joint in joggle face is tight, it is parched to glue, along the direction drilling in vertical joggle face through log column and new pin, dowel is made according to the diameter in hole, is inserted in the hole after dowel external coating glue；S5, jack or support column are removed.The present invention is different from the method that traditional half tenon adds iron hoop to encircle, and changing the structure that tenon is tried to gain ensure that the structural strength of pin so that the appearance globality after pin pier connects is stronger, meets the principle of historical relic " restoring the old as the old ".
Description
Technical field
The invention belongs to heritage buildings recovery technique fields, and in particular to a kind of construction method that ancient architecture pin pier connects.
Background technique
Historical relic is the important witness of national historical development, its own contains history, artistic content and science letter abundant
Breath is soul and the marrow of country and traditional national culture, with the continuous development of social economy and city, ancient building historical relic
It repairs and the protection work gradually attention by society and country.Pillar is the vertical main structure for bearing upper load in ancient building
Part, it is one of the component for constituting one of the main component of building, and being easiest to damage, covers block in pin within the walls because of tide
It is rotten that the reasons such as wet, improper ventilation are easier grain.Pin is rotten to mostly occur in root, just needs the portion rotten to grain in this case
Point do local reparative processing such as column root plate, pier connection.Now in industry pin pier connects and mostly uses half tenon of end to add iron hoop greatly
The method encircled, the lateral displacement between the new and old pillar in such method pin pier place of connecing mainly receive iron hoop constraint, affect appearance
Globality, iron hoop are easy corrosion, and the bending tensile strength of pin itself is impacted, and restorative procedure does not also meet historical relic " restoring the old as the old "
Principle.
Summary of the invention
Aiming at the problems existing in the prior art, the present invention provides a kind of construction method that ancient architecture pin pier connects, the present invention
It can restore the vertical load ability to bear of pin itself, while strengthen wood in principle do not influence pin appearance globality
The bending tensile strength of column, achievees the purpose that repairerment.
To achieve the above object, the invention adopts the following technical scheme:
The present invention provides a kind of construction method that ancient architecture pin pier connects, comprising the following steps:
S1, record is reconnoitred；Organizing construction personnel check log column rotten log column occur to suspension column and be marked,
Record the length of the rotten part of log column and the diameter of log column；
S2, the rotten suspension column of excision；The two sides of the log column marked in S1 set up jack or support column is used to support top beam, will
The rotten part of the suspension column of log column is cut off and is cleared up sawdust, and the length records of cut-out are H1, the diameter of log column is remembered
Record is D1；
The selection of the new pin of S3, joggle；When choosing new pin, selection is consistent with original damage pin kind, diameter is close, dry journey
The timber spent；
The joggle of S4, timber；
4.1, according to log column suspension column resection length H1, diameter D1, the length of new pin is accordingly sawed out, the length H2 of new pin=
H1+D1*1.2；
4.2, tenon is inwardly sawed out along end at the top of new pin, height H3=D1*1.2 of tenon, length H4=D1*2/3 of tenon,
The width H4 of tenon is between D1*1/4 between D1*1/3；
4.3, the tongue-and-groove conduct that pier corresponding with tenon connects is dug out on log column to try to gain；
4.4, new pin and log column pier is carried out to connect, pier connect before tenon external coating glue, when construction pays attention to joggle face
Overlap joint is tight；
4.5, it is parched to glue, along the direction drilling in vertical joggle face through log column and new pin, according to the diameter system in hole
Make dowel, inserts in the hole after dowel external coating glue；
S5, jack or support column are removed.
As a preferred technical solution, in described 4.4, new pin and log column need to new pin before pier connects
It is repeated and is tried to guarantee that overlap joint is tight with log column.
The diameter of 4.5 mesoporous is 1-1.5 centimetres as a preferred technical solution, and hole is vertically set as 2.
It described 4.5 is planished later using woodworking plane edge to pier seam as a preferred technical solution, there is appearance
Globality.
Tenon edge as a preferred technical solution, in described 4.4, when new pin and log column carry out pier and connect, on new pin
Trying to gain on laterally inserted log column.
Compared with prior art, the invention has the benefit that the present invention in such a way that pin pier connects to ancient architecture pin
It is repaired, is different from the method that traditional half tenon adds iron hoop to encircle, the present invention changes the structure that tenon is tried to gain, so that after pin pier connects
Appearance globality is stronger, ensure that the structural strength and bending tensile strength of pin, while reducing difficulty of construction, accelerates construction
Speed meets the principle of historical relic " restoring the old as the old ".
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the main view of pin pier binding structure of the present invention.
Fig. 2 is the longitudinal sectional view of pin pier binding structure of the present invention.
Fig. 3 is the transverse sectional view of pin pier binding structure of the present invention.
Fig. 4 is the structural schematic diagram of log column in pin pier binding structure of the present invention.
Wherein, appended drawing reference is described as follows: log column 1, dowel 3, tenon 4, tries to gain 5 at new pin 2.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under that premise of not paying creative labor
Embodiment shall fall within the protection scope of the present invention.
The present embodiment is used for ancestral hall recovery project, and the Qing Dynasty has built the Jin Shi justice village with controlling between year (1862~1874).The Republic of China
On the basis of the Jin Shi justice village, Jin Shi ancestral hall has been built within 7 years.Register Immovable Cultural Relics, knot in Jin Shi ancestral hall system Minxing District
Structure is one layer of post and panel structure, undergoes more than 140 years, and building is long neglected and in disrepair, in view of its current actual state, is carried out to Jin Shi ancestral hall
Rescue repairerment, repairing principle is " restoring the old as the old ".
The present embodiment provides a kind of construction methods that ancient architecture pin pier connects, comprising the following steps:
S1, record is reconnoitred；Organizing construction personnel check log column 1 rotten log column 1 occur to suspension column and mark
Note records the length of the rotten part of log column 1 and the diameter of log column 1.
S2, the rotten suspension column of excision；The two sides of the log column 1 marked in S1 set up jack or support column is used to support top
The rotten part of the suspension column of log column 1 is cut off and is cleared up sawdust by beam, and the length records of cut-out are H1, log column 1
Diameter is recorded as D1.
The selection of the new pin 2 of S3, joggle；When choosing new pin 2, selection is consistent with original damage pin kind, diameter is close,
The good timber of degree of drying.
The joggle of S4, timber.
4.1, according to 1 suspension column resection length H1 of log column, diameter D1, the length of new pin 2 is accordingly sawed out, new pin 2
Length H2=H1+D1*1.2.
4.2, tenon 4 is inwardly sawed out along end at the top of new pin 2, height H3=D1*1.2 of tenon 4, the length H4 of tenon 4=
D1*2/3, the width H4 of tenon 4 is between D1*1/4 between D1*1/3.
4.3, the tongue-and-groove conduct that pier corresponding with tenon 4 connects is dug out on log column 1 tries to gain 5.
4.4, new pin 2 and log column 1 pier is carried out to connect, pier connect before tenon 4 external coating glue, on new pin 2
Tenon 4 is transversely inserted on log column 1 and tries to gain 5, and when construction notices that the overlap joint in joggle face is tight, and new pin 2 is carried out with log column 1
Before pier connects, needs that new pin 2 is repeated with log column 1 and try to guarantee that overlap joint is tight.
4.5, it is parched to glue, along the direction drilling in vertical joggle face through log column 1 and new pin 2, according to hole
Diameter makes dowel 3, inserts in the hole after 3 external coating glue of dowel, and the diameter in hole is 1-1.5 centimetres, and hole is vertically arranged
It is 2.
4.6, it is planished using woodworking plane edge to pier seam, makes appearance that there is globality.
S5, jack or support column are removed.
Claims (5)
1. a kind of construction method that ancient architecture pin pier connects, which comprises the following steps:
S1, record is reconnoitred；Organizing construction personnel check log column (1) rotten log column (1) progress occur to suspension column
Label records the length of log column (1) rotten part and the diameter of log column (1)；
S2, the rotten suspension column of excision；The two sides of the log column (1) marked in S1 set up jack or support column is used to support top
The rotten part of suspension column of log column (1) is cut off and is cleared up sawdust by beam, and the length records of cut-out are H1, log column
(1) diameter is recorded as D1；
The selection of the new pin of S3, joggle (2)；When choosing new pin (2), selection is consistent with original damage pin kind, diameter is close,
The good timber of degree of drying；
The joggle of S4, timber；
4.1, according to log column (1) suspension column resection length H1, diameter D1, the length of new pin (2), new pin (2) are accordingly sawed out
Length H2=H1+D1*1.2；
4.2, tenon (4) are inwardly sawed out along end at the top of new pin (2), height H3=D1*1.2 of tenon (4), the length of tenon (4)
H4=D1*2/3, the width H4 of tenon (4) is between D1*1/4 between D1*1/3；
4.3, the tongue-and-groove conduct that pier corresponding with tenon (4) connects is dug out on log column (1) tries to gain (5)；
4.4, new pin (2) and log column (1) pier is carried out to connect, pier connect before tenon (4) external coating glue, when construction pays attention to
The overlap joint in joggle face is tight；
4.5, it is parched to glue, along the direction drilling in vertical joggle face through log column and new pin (2), according to the diameter in hole
It makes dowel (3), inserts in the hole after dowel (3) external coating glue；
S5, jack or support column are removed.
2. a kind of construction method that ancient architecture pin pier connects as described in claim 1, which is characterized in that in described 4.4, by new wood
Before column (2) and log column (1) progress pier connect, needs that new pin (2) and log column (1) are repeated and try to guarantee that overlap joint is tight
It is close.
3. a kind of construction method that ancient architecture pin pier connects as described in claim 1, which is characterized in that 4.5 mesoporous it is straight
Diameter is 1-1.5 centimetres, and hole is vertically set as 2.
4. a kind of construction method that ancient architecture pin pier connects as described in claim 1, which is characterized in that used after described 4.5
Woodworking plane edge planishes to pier seam, and appearance is made to have globality.
5. a kind of construction method that ancient architecture pin pier connects as described in claim 1, which is characterized in that in described 4.4, new pin
(2) when connecing with log column (1) progress pier, the tenon (4) on new pin (2), which is transversely inserted on log column (1), tries to gain (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910734694.4A CN110469139A (en) | 2019-08-09 | 2019-08-09 | A kind of construction method that ancient architecture pin pier connects |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910734694.4A CN110469139A (en) | 2019-08-09 | 2019-08-09 | A kind of construction method that ancient architecture pin pier connects |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110469139A true CN110469139A (en) | 2019-11-19 |
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ID=68510559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910734694.4A Pending CN110469139A (en) | 2019-08-09 | 2019-08-09 | A kind of construction method that ancient architecture pin pier connects |
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| Country | Link |
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| CN (1) | CN110469139A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119510A (en) * | 2020-01-16 | 2020-05-08 | 东南大学 | Ancient building water-mixing paint surface wood beam end part pier connection method |
| CN111425005A (en) * | 2020-04-14 | 2020-07-17 | 东南大学 | Method for connecting end parts of wooden beams on clear water surface of historic building in pier mode |
| CN113279599A (en) * | 2021-05-24 | 2021-08-20 | 福州大学 | Damaged wood column flat-head pier connection reinforcing method based on FRP (fiber reinforced plastic) ribs |
| CN114562131A (en) * | 2022-04-06 | 2022-05-31 | 西安建筑科技大学 | Spliced type dismantling-free repair ancient building wood column and repair construction process thereof |
| CN114562130A (en) * | 2022-04-06 | 2022-05-31 | 西安建筑科技大学 | Straight tenon splicing type wooden pin fastening and repairing ancient building wooden column and repairing construction process |
| CN116044198A (en) * | 2022-12-15 | 2023-05-02 | 安徽省徽州古典园林建设有限公司 | Ancient building wood column pier connection structure |
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|---|---|---|---|---|
| US4137115A (en) * | 1977-11-07 | 1979-01-30 | Patrick Lambert | Joining structure |
| JP2000240173A (en) * | 1999-02-18 | 2000-09-05 | Dantani Plywood Co Ltd | Connecting fittings for fittings method |
| CN2571895Y (en) * | 2002-08-22 | 2003-09-10 | 张启发 | Solid wood pinned straight floor |
| CN203834968U (en) * | 2014-03-13 | 2014-09-17 | 洛阳理工学院 | Steel-wood combined strengthening device for historic building timer frame |
| CN104863384A (en) * | 2015-06-09 | 2015-08-26 | 洛阳理工学院 | Historic building column root pier connection structure |
| CN208534089U (en) * | 2018-06-15 | 2019-02-22 | 上海市园林工程有限公司 | A kind of ancient building pin pier connects reinforcing and repairs structure |
-
2019
- 2019-08-09 CN CN201910734694.4A patent/CN110469139A/en active Pending
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| US4137115A (en) * | 1977-11-07 | 1979-01-30 | Patrick Lambert | Joining structure |
| JP2000240173A (en) * | 1999-02-18 | 2000-09-05 | Dantani Plywood Co Ltd | Connecting fittings for fittings method |
| CN2571895Y (en) * | 2002-08-22 | 2003-09-10 | 张启发 | Solid wood pinned straight floor |
| CN203834968U (en) * | 2014-03-13 | 2014-09-17 | 洛阳理工学院 | Steel-wood combined strengthening device for historic building timer frame |
| CN104863384A (en) * | 2015-06-09 | 2015-08-26 | 洛阳理工学院 | Historic building column root pier connection structure |
| CN208534089U (en) * | 2018-06-15 | 2019-02-22 | 上海市园林工程有限公司 | A kind of ancient building pin pier connects reinforcing and repairs structure |
Non-Patent Citations (2)
| Title |
|---|
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119510A (en) * | 2020-01-16 | 2020-05-08 | 东南大学 | Ancient building water-mixing paint surface wood beam end part pier connection method |
| CN111425005A (en) * | 2020-04-14 | 2020-07-17 | 东南大学 | Method for connecting end parts of wooden beams on clear water surface of historic building in pier mode |
| CN113279599A (en) * | 2021-05-24 | 2021-08-20 | 福州大学 | Damaged wood column flat-head pier connection reinforcing method based on FRP (fiber reinforced plastic) ribs |
| CN113279599B (en) * | 2021-05-24 | 2022-05-03 | 福州大学 | Damaged wood column flat-head pier connection reinforcing method based on FRP (fiber reinforced Plastic) ribs |
| CN114562131A (en) * | 2022-04-06 | 2022-05-31 | 西安建筑科技大学 | Spliced type dismantling-free repair ancient building wood column and repair construction process thereof |
| CN114562130A (en) * | 2022-04-06 | 2022-05-31 | 西安建筑科技大学 | Straight tenon splicing type wooden pin fastening and repairing ancient building wooden column and repairing construction process |
| CN116044198A (en) * | 2022-12-15 | 2023-05-02 | 安徽省徽州古典园林建设有限公司 | Ancient building wood column pier connection structure |
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Application publication date: 20191119 |