CN103291083A - Repair method for old wooden tower - Google Patents
Repair method for old wooden tower Download PDFInfo
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- CN103291083A CN103291083A CN2012100536946A CN201210053694A CN103291083A CN 103291083 A CN103291083 A CN 103291083A CN 2012100536946 A CN2012100536946 A CN 2012100536946A CN 201210053694 A CN201210053694 A CN 201210053694A CN 103291083 A CN103291083 A CN 103291083A
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- door frame
- wood pagoda
- ancient wood
- old wooden
- pagoda
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Abstract
A repair method for an old wooden tower comprises the following steps: (1), building a multilayer steel structure space gantry formed by a gantry beam (1) and pillars (2) at the periphery of the old wooden tower (5), and placing the old wooden tower (5) in the steel structure space gantry alternately; (2), mounting lifting equipment (3 )at an upper-story gantry beam (1)of the old wooden tower (5); (3) arranging a trimmer (4) at the bottom of the lower-story gantry beam of the old wooden tower (5) and connecting the trimmer (4) with the lifting equipment (3); (4), changing the weight of corresponding layer of the old wooden tower (5) to the steel structure space gantry beam (1) at the upper layer according to the designed lifting weight and lifting height, namely, lifting the structure of one layer wholly or partially; (5), repeating the step (4) according to the design requirements from the top down, and suspending the structure in a layered manner; and (6), repeating the steps until the design purpose is achieved.
Description
Technical field
The present invention relates to ancient wood pagoda building recovery technique.
Background technology
Be example with Ying County, Shanxi wood pagoda in thousand, it belongs to the dangerous structure thing at present, how to save this ancient architecture culture, does not still have final conclusion at present.One says that frame recovers again, and from then on the wood pagoda after then recovering has become the duplicate of former wood pagoda, and its original architectural culture exhausts; One says under the constant condition of existing situation and repairs, there is not the mature technique route but suffer from, namely how 1 layer～2 layers proper only 4 layers～6 layers body of the tower existing " 3 is askew " state are set upright? how about the member that had lost efficacy of the existing part of body of the tower is pulled down and is replaced with new member?
Summary of the invention
The objective of the invention is to keep ancient wood pagoda not fall repairs the wood pagoda structure under the prerequisite of frame.
The present invention is the restorative procedure of ancient wood pagoda, the steps include:
(1) builds the steel work space door frame of being formed by door frame beam 1 and post 2 of a multilayer along the periphery of ancient wood pagoda 5, ancient wood pagoda 5 is interted in door frame inside, steel work space;
(2) at the last layer door frame beam 1 of ancient wood pagoda 5 lifting means 3 is installed;
(3) at the bottom of following one deck door frame beam of ancient wood pagoda 5, joist 4 is set, is connected with lifting means 3;
(4) underpin on the steel work space door frame beam 1 on upper strata according to design lifting weight and the hoisting depth respective layer weight with ancient wood pagoda 5, namely integral body or the part to certain layer structure promotes;
(5) from top to bottom, repeated for (4) step respectively according to designing requirement successively, structural stratification is hung;
(6) circulation so repeatedly is till reaching purpose of design.
Usefulness of the present invention is: (1) is the culture of rescue ancient building under tower structure does not fall the prerequisite of frame, (2) weight with ancient wood pagoda successively underpins on the door frame beam of steel work space, lower floor is carried out off-load, (3) prevented the danger that ancient wood pagoda integral body is collapsed effectively, (4) can guarantee the original appearance of ancient wood pagoda.
Description of drawings
Fig. 1 is solid wood pagoda overall structure schematic diagram, and Fig. 2 is general frame schematic diagram of the present invention, and Fig. 3 is for building steel work space door frame schematic diagram, and Fig. 4 installs lifting means 3 schematic diagrames, and Fig. 5 arranges joist 4 schematic diagrames, and Fig. 6 promotes down one deck schematic diagram.
The specific embodiment
The present invention is the restorative procedure of ancient wood pagoda, the steps include:
(1) as shown in Figure 2, build the steel work space door frame of being formed by door frame beam 1 and post 2 of a multilayer along the periphery of ancient wood pagoda 5, ancient wood pagoda 5 is interted in door frame inside, steel work space;
(2) at the last layer door frame beam 1 of ancient wood pagoda 5 lifting means 3 is installed;
(3) at the bottom of following one deck door frame beam of ancient wood pagoda 5, joist 4 is set, is connected with lifting means 3;
(4) underpin on the steel work space door frame beam 1 on upper strata according to design lifting weight and the hoisting depth respective layer weight with ancient wood pagoda 5, namely integral body or the part to certain layer structure promotes;
(5) from top to bottom, repeated for (4) step respectively according to designing requirement successively, structural stratification is hung;
(6) circulation so repeatedly is till reaching purpose of design.
The process that ancient wood pagoda is repaired such as Fig. 3～shown in Figure 6, two kinds are hung or supportted to the mode that the weight of each layer of tower is married again respectively on steel work space each layer of door frame beam 1 as required, hang more reliable than support.Be that Fig. 3～Fig. 6 only illustrates the process of hanging.
Claims (1)
1. the restorative procedure of ancient wood pagoda the steps include:
(1) builds the steel work space door frame of being formed by door frame beam (1) and post (2) of a multilayer along the periphery of ancient wood pagoda (5), ancient wood pagoda (5) is interted in door frame inside, steel work space;
(2) at the last layer door frame beam 1 of ancient wood pagoda (5) lifting means 3 is installed;
(3) at the bottom of following one deck door frame beam of ancient wood pagoda (5), joist (4) is set, is connected with lifting means (3);
(4) underpin on the steel work space door frame beam (1) on upper strata according to design lifting weight and the hoisting depth respective layer weight with ancient wood pagoda (5), namely integral body or the part to certain layer structure promotes;
(5) from top to bottom, repeated for (4) step respectively according to designing requirement successively, structural stratification is hung;
(6) circulation so repeatedly is till reaching purpose of design.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100536946A CN103291083A (en) | 2012-03-03 | 2012-03-03 | Repair method for old wooden tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100536946A CN103291083A (en) | 2012-03-03 | 2012-03-03 | Repair method for old wooden tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103291083A true CN103291083A (en) | 2013-09-11 |
Family
ID=49092564
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012100536946A Pending CN103291083A (en) | 2012-03-03 | 2012-03-03 | Repair method for old wooden tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103291083A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234445A (en) * | 2014-09-25 | 2014-12-24 | 扬州大学 | Restoration-security multifunctional bracket of deformed wooden structure building |
| CN106285039A (en) * | 2015-06-02 | 2017-01-04 | 五冶集团上海有限公司 | Desulfurizing tower moulding bed load-bearing carries out bottom replacing options |
| CN109838112A (en) * | 2017-11-29 | 2019-06-04 | 中冶宝钢技术服务有限公司 | A kind of tower class equipment lower section local replacing construction technology |
| CN114263368A (en) * | 2021-12-22 | 2022-04-01 | 上海建工二建集团有限公司 | Suspension translation system and method for existing building |
| CN114293812A (en) * | 2021-12-22 | 2022-04-08 | 上海建工二建集团有限公司 | Suspension underpinning system and underpinning method for existing building |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10299025A (en) * | 1997-05-02 | 1998-11-10 | Kajima Corp | Seismic isolation method for existing building |
| CN1769630A (en) * | 2005-11-08 | 2006-05-10 | 扬州大学 | Tension reset method for twisted and tilted loft type wood tower |
-
2012
- 2012-03-03 CN CN2012100536946A patent/CN103291083A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10299025A (en) * | 1997-05-02 | 1998-11-10 | Kajima Corp | Seismic isolation method for existing building |
| CN1769630A (en) * | 2005-11-08 | 2006-05-10 | 扬州大学 | Tension reset method for twisted and tilted loft type wood tower |
Non-Patent Citations (1)
| Title |
|---|
| 肖毓恺: "试论应县木塔不落地（架）维修的可行性", 《太原工业大学学报》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234445A (en) * | 2014-09-25 | 2014-12-24 | 扬州大学 | Restoration-security multifunctional bracket of deformed wooden structure building |
| CN104234445B (en) * | 2014-09-25 | 2016-04-27 | 扬州大学 | Reset-security the multiple bay of distortion timber-framed building |
| CN106285039A (en) * | 2015-06-02 | 2017-01-04 | 五冶集团上海有限公司 | Desulfurizing tower moulding bed load-bearing carries out bottom replacing options |
| CN106285039B (en) * | 2015-06-02 | 2018-09-14 | 五冶集团上海有限公司 | Desulfurizing tower carries out bottom replacing options with moulding bed load-bearing |
| CN109838112A (en) * | 2017-11-29 | 2019-06-04 | 中冶宝钢技术服务有限公司 | A kind of tower class equipment lower section local replacing construction technology |
| CN114263368A (en) * | 2021-12-22 | 2022-04-01 | 上海建工二建集团有限公司 | Suspension translation system and method for existing building |
| CN114293812A (en) * | 2021-12-22 | 2022-04-08 | 上海建工二建集团有限公司 | Suspension underpinning system and underpinning method for existing building |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130911 |