CN204691303U - A kind of system of saving wood pagoda - Google Patents
A kind of system of saving wood pagoda Download PDFInfo
- Publication number
- CN204691303U CN204691303U CN201520320472.5U CN201520320472U CN204691303U CN 204691303 U CN204691303 U CN 204691303U CN 201520320472 U CN201520320472 U CN 201520320472U CN 204691303 U CN204691303 U CN 204691303U
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- layer
- steel frame
- tower
- space
- multilayer
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- 239000002023 wood Substances 0.000 title claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 48
- 239000010959 steel Substances 0.000 claims abstract description 48
- 238000005516 engineering process Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
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- Emergency Lowering Means (AREA)
Abstract
本实用新型公开了一种拯救木塔的系统，包括若干层多层空间钢架梁、若干根多层空间钢架外柱和若干根多层空间钢架内柱，位于塔顶部上方的多层空间钢架梁由多层空间钢架外柱支撑，位于塔每层的多层空间钢架梁由多层空间钢架外柱和塔内部设置的多层空间钢架内柱来支撑，每层多层空间钢架梁上吊有提升设备，在塔的每层底部安装有托梁，托梁连接提升设备，提升设备通过托梁对塔的每一层进行提升和位置矫正。
The utility model discloses a system for rescuing wooden towers, which comprises several layers of multi-layer space steel frame beams, several multi-layer space steel frame outer columns and several multi-layer space steel frame inner columns, and the multi-layer space steel frame inner columns located above the top of the tower The space steel frame beam is supported by the outer columns of the multi-layer space steel frame. The hoisting equipment is hoisted on the multi-storey space steel frame beam, and joists are installed at the bottom of each floor of the tower. The joists are connected to the hoisting equipment, and the hoisting equipment lifts and corrects the position of each floor of the tower through the joists.
Description
Technical field
The utility model belongs to historical relic life-saving technology field, relates to a kind of system of saving wood pagoda.
Background technology
For Ying County, Shanxi wood pagoda in thousand, it belongs to dangerous structure thing at present, how to save this ancient architectures culture, there is no final conclusion at present.One says that frame recovers again, then from then on the wood pagoda after recovering becomes the duplicate of log tower, and its original architectural culture exhausts; One says and to repair under the condition that current condition is constant, but suffer from and there is no ripe technology path, namely how to rectify only 4 layers ~ 6 layers tower body existing " 3 is askew " state righting by 1 layer ~ 2 layers? how about the component lost efficacy of existing for tower body local is pulled down and is replaced with new component? etc..Just because above-mentioned reason, this honor wooden construction art work in thousand still belongs to dangerous structure.
Utility model content
The purpose of this utility model is to provide a kind of system of saving wood pagoda, can implement the multiple rescue methods such as layering reinforcing, Slant Rectify, be conducive to historical relic's protection to existing ancient tower.
The technical scheme that the utility model adopts comprises some layer multi-layer Steel Spaces to set a roof beam in place, some root multi-layer space steel frame column jackets and some root multi-layer space steel frame inner props, the multilayer Steel Space be positioned at above top of tower is set a roof beam in place and to be supported by multilayer space steel frame column jacket, the multilayer Steel Space being positioned at every layer, the tower multilayer space steel frame inner prop arranged by multilayer space steel frame column jacket and tower inside of setting a roof beam in place supports, every layer multi-layer Steel Space is set a roof beam in place lifting means of having hung oneself, in every layer of bottom of tower, joist is installed, joist connects lifting means, lifting means is promoted and aligning by joist every one deck to tower.
Accompanying drawing explanation
Fig. 1 is rescue object tower schematic diagram;
Fig. 2 is the utility model one rescue wood pagoda system architecture schematic diagram;
Fig. 3 saves the system top view of wood pagoda.
In figure, 1. multilayer Steel Space is set a roof beam in place, 2. multilayer space steel frame column jacket, 3. lifting means, 4. joist, 5. tower, 6. multilayer space steel frame inner prop.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the utility model is described in detail.
The utility model rescue wood pagoda system as shown in Figure 1 to Figure 3, comprise some layer multi-layer Steel Spaces and set a roof beam in place 1, some root multi-layer space steel frame column jackets 2 and some root multi-layer space steel frame inner props 6, the multilayer Steel Space being positioned at tower 5 over top is set a roof beam in place and 1 to be supported by multilayer space steel frame column jacket 2, be positioned at the tower 5 multilayer Steel Space of the every layer 1 multilayer space steel frame inner prop 6 arranged by multilayer space steel frame column jacket 2 and tower 5 inside of setting a roof beam in place to support, every layer multi-layer Steel Space is set a roof beam in place and 1 have been hung oneself lifting means 3, in every layer of bottom of tower 5, joist 4 is installed, joist 4 connects lifting means 3, lifting means 3 is promoted and aligning by every one deck of joist 4 pairs of towers 5.
The utility model system be wood pagoda do not fall frame prerequisite under wood pagoda structure carried out to the structure technology of unsettled rectification and reinforcement of building.Its using method is as follows:
1) being set a roof beam in place double-deck steelframe inside and outside 1 and the steel work space that forms of multilayer space steel frame column jacket 2 by multilayer Steel Space of a multilayer is built along the periphery of tower 5, be equivalent to rescue object tower 5 to be interted inside and outside steel work space among double-deck steelframe, the deadweight of whole rescue object is by multilayer space steel frame column jacket 2 and multilayer space steel frame inner prop 6 shared;
2) set a roof beam in place on 1 at the last layer multilayer Steel Space of rescue object tower 5 lifting means 3 is installed;
3) inside and outside lower one deck of rescue object, the clad steel end of setting a roof beam in place, arranges joist 4, is connected with lifting means 3;
4) the multilayer Steel Space respective layer weight of tower 5 being underpined to upper strata according to design lifting weight and hoisting depth is set a roof beam in place on 1, namely promotes the entirety of the structure of certain layer or local;
5) from top to bottom, the 4th is repeated respectively according to designing requirement successively) step, hangs structural stratification;
6) iterative cycles like this, till reaching purpose of design.
Being also advantageous in that of technology of the present utility model: 1) tower structure do not fall frame prerequisite under save ancient building culture, 2) weight of rescue object 5 successively being underpined clad steel inside and outside steel work space sets a roof beam in place on 1, off-load is carried out to lower floor, 3) effectively prevent the danger of rescue object 5 total Collapse, 4) can ensure to save the original appearance of object 5.
The above is only to better embodiment of the present utility model, not any pro forma restriction is done to the utility model, every according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and modification, all belong in the scope of technical solutions of the utility model.
Claims (1)
1. save the system of wood pagoda for one kind, it is characterized in that: comprise some layer multi-layer Steel Spaces and set a roof beam in place (1), some root multi-layer space steel frame column jackets (2) and some root multi-layer space steel frame inner props (6), the multilayer Steel Space being positioned at tower (5) over top set a roof beam in place (1) supported by multilayer space steel frame column jacket (2), the multilayer Steel Space being positioned at every layer, tower (5) the multilayer space steel frame inner prop (6) that (1) arranged by multilayer space steel frame column jacket (2) and tower (5) inside of setting a roof beam in place supports, every layer multi-layer Steel Space set a roof beam in place (1) to have hung oneself lifting means (3), in every layer of bottom of tower (5), joist (4) is installed, joist (4) connects lifting means (3), lifting means (3) is promoted and aligning by joist (4) every one deck to tower (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520320472.5U CN204691303U (en) | 2015-05-18 | 2015-05-18 | A kind of system of saving wood pagoda |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520320472.5U CN204691303U (en) | 2015-05-18 | 2015-05-18 | A kind of system of saving wood pagoda |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204691303U true CN204691303U (en) | 2015-10-07 |
Family
ID=54231612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520320472.5U Expired - Fee Related CN204691303U (en) | 2015-05-18 | 2015-05-18 | A kind of system of saving wood pagoda |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204691303U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482822A (en) * | 2020-11-13 | 2021-03-12 | 广州市园林建筑工程公司 | In-situ repairing construction method for ancient building beam frame |
| CN112922382A (en) * | 2021-01-28 | 2021-06-08 | 西南科技大学 | Flexible reinforcing apparatus of house part of encorbelmenting |
| 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 |
-
2015
- 2015-05-18 CN CN201520320472.5U patent/CN204691303U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482822A (en) * | 2020-11-13 | 2021-03-12 | 广州市园林建筑工程公司 | In-situ repairing construction method for ancient building beam frame |
| CN112922382A (en) * | 2021-01-28 | 2021-06-08 | 西南科技大学 | Flexible reinforcing apparatus of house part of encorbelmenting |
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 Termination date: 20160518 |