CN102943570B - A kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse - Google Patents
A kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse Download PDFInfo
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- CN102943570B CN102943570B CN201210508577.4A CN201210508577A CN102943570B CN 102943570 B CN102943570 B CN 102943570B CN 201210508577 A CN201210508577 A CN 201210508577A CN 102943570 B CN102943570 B CN 102943570B
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- coating member
- curved plate
- intercolumniation
- ancient building
- steel plates
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Abstract
The invention discloses a kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse, comprising multiple for encasing the coating member of pin and being connected the steel wire of coating member; Described coating member is made up of two symmetrical components, each component is made up of one piece of curved plate and two pieces of rectangular steel plates, described curved plate is semicircle, connects the diameter that diameter is post in it, described rectangular steel plates at curved plate edge arcuately steel plate normal direction arrange.The present invention contacts by what strengthen ancient building center pillar and post the raising realizing whole structural stability.The present invention when pillar generation larger displacement, can be imposed restriction to it by adjacent pillars, prevents it from destroying, thus effectively strengthen the resistance to overturning of structure.The present invention simultaneously has detachably, simple to operate, and application is convenient, to building itself without advantages such as destructions, has a wide range of applications in ancient building reinforcing.
Description
Technical field
The present invention relates to building reinforcement technique field, being specifically related to a kind of intercolumniation ruggedized construction for strengthening ancient building resistance to overturning.
Background technology
Along with the development in epoch, modern more and more focuses on the protection of ancient building, and ancient building represents the evolution of Chinese long history, represents ancient Chinese people crystallization of wisdom.Have a lot of colonies settlement disjunctor symbiotic structure in ancient building, this whole structural stability is poor, and in structure, between component, impact is remarkable, and the destruction of important component can cause integrally-built collapsing.In general ancient building house, pillar is one of of paramount importance bearing carrier in total, the load of whole roofing can be delivered to basis by it, but contacting between ancient building center pillar and post is fragile material, the collapse of an independent pillar, chain-react possibly, directly causes collapsing of total.Strengthen the stability of pillar, the monolithic stability for whole building can increase significantly.Therefore, applicating modern times technology is strengthened contacting important in inhibiting between ancient building center pillar and post.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, a kind of intercolumniation ruggedized construction for strengthening ancient building resistance to overturning is provided, all styletables can be connected, separately during certain root pillar generation Large travel range, contiguous pillar can provide effective constraint, thus strengthens the resistance to overturning of structure.
The technical solution used in the present invention is: a kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse, comprises multiple for encasing the coating member of post and being connected the steel wire of coating member;
Described coating member is made up of two symmetrical components, each component is made up of one piece of curved plate and two pieces of rectangular steel plates, described curved plate is semicircle, connects the diameter that diameter is post in it, described rectangular steel plates at curved plate edge arcuately steel plate normal direction arrange.
As preferably, described rectangular steel plates center position is provided with bolt hole, and two symmetrical components of described coating member are with bolts.
As preferably, described curved plate and two pieces of rectangular steel plates adopt and are welded to connect.
As preferably, described coating member and steel wire adopt colligation to be connected.
As preferably, described curved plate and rectangular steel plates all adopt Q345--B steel, and curved plate thickness is 5mm, and be highly 50mm, rectangular steel plates is of a size of 70mm × 50mm × 5mm.
As preferably, the opening diameter of described bolt hole is 22mm, and described bolt adopts M20 plain bolt.
As preferably, described steel wire adopts the steel wire that eliminates stress of band indentation, and its diameter is 5mm, and length is that intercolumniation adds 200mm again.
Beneficial effect: the present invention contacts by what strengthen ancient building center pillar and post the raising realizing whole structural stability.The present invention when local pillar generation larger displacement, can be applied with force constraint by adjacent pillars to it, prevents it from destroying, thus effectively strengthen the resistance to overturning of structure.The present invention simultaneously has detachably, simple to operate, and application is convenient, to building itself without advantages such as destructions, has a wide range of applications in ancient building reinforcing.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of the intercolumniation reinforcement means for strengthening ancient building resistance to overturning of the present invention;
Fig. 2 is the schematic perspective view of coating member in the present invention;
Fig. 3 is the front elevational schematic of the intercolumniation bracing means for strengthening ancient building resistance to overturning of the present invention;
Fig. 4 is the schematic top plan view of the intercolumniation bracing means for strengthening ancient building resistance to overturning of the present invention;
Fig. 5 is the amplification schematic perspective view of part shown in A in Fig. 4.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
As Fig. 1,2,3, shown in 4 and 5: a kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse, comprise multiple for encasing the coating member 1 of post and being connected the steel wire 2 of coating member;
Described coating member 1 is made up of two symmetrical components, each component is made up of one piece of curved plate 3 and two pieces of rectangular steel plates 4, described curved plate 3 is semicircle, connects the diameter that diameter is post in it, described rectangular steel plates 4 at curved plate 3 edge arcuately steel plate 3 normal direction arrange.
Described rectangular steel plates 4 center position is provided with bolt hole 5, and two symmetrical components of described coating member 1 adopt bolt 6 to connect.Described curved plate 3 and two pieces of rectangular steel plates 4 adopt and are welded to connect.Described coating member 1 adopts colligation to be connected with steel wire 2.Described curved plate 3 and rectangular steel plates 4 all adopt Q345 steel, and curved plate 3 thickness is 5mm, and be highly 50mm, rectangular steel plates 4 is of a size of 70mm × 50mm × 5mm.The opening diameter of described bolt hole 5 is 22mm, and described bolt 6 adopts M20 plain bolt.Described steel wire 2 adopts the steel wire that eliminates stress of band indentation, and its diameter is 5mm, and length is that intercolumniation adds 200mm again.
Implementation method of the present invention is as follows:
1. prefabricated curved plate 3: the diameter of first in-site measurement pillar, chooses Q345 steel, thickness 5mm, height 500mm, and prefabrication becomes semicircle, makes its inscribed circle diameter identical with column diameter.
2. prefabricated rectangle steel plate 4: choose Q345 steel, is of a size of 70mm × 50mm × 5mm, in the perforate of steel plate center position, and opening diameter 22mm.
3. prefabricated coating member 1: one piece of curved plate 3 and two pieces of rectangular steel plates 4 are placed by shown in Fig. 2, adopts welding method, makes it connect, repeat above-mentioned steps, can obtain two identical components, two components are symmetrical as shown in Figure 2 places composition coating member 1, carries out rust cleaning to spray paint process to coating member 1.
4. prefabricated steel wire 2: measure each intercolumniation in building, adopt the steel wire that eliminates stress of band indentation, its diameter is 5mm, and length is that intercolumniation adds 200mm again.
5. integral installation: from corner post, it is good with coating member 1 colligation first to be pressed by steel wire 2 shown in Fig. 5, coating member 1 is pressed shown in Fig. 3 and Fig. 4, be placed in beam a tree, used in making timber for boats lower end, steel wire is arranged along beam a tree, used in making timber for boats direction, coating member bolt link position and beam a tree, used in making timber for boats angle at 45 ° are arranged, with bolt 6 by coating member and post compact siro spinning technology, prevent its landing, then adjacent pillar is installed, between post and post, steel wire will be strained, but larger stress can not be had, this requires that the colligation length of steel wire will be measured accurately, continuous repetition above-mentioned steps, until all pillar coating member installations, as shown in Figure 1.
6. landscaping treatment: carry out pseudo-classic decoration to bracing means, makes it not be emerging in outside, ensures the history aesthetic feeling of ancient building.
It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.The all available prior art of each ingredient not clear and definite in the present embodiment is realized.
Claims (4)
1. for preventing an intercolumniation ruggedized construction for ancient building continuous collapse, it is characterized in that: comprise multiple for encasing the coating member of post and being connected the steel wire of coating member;
Described coating member is made up of two symmetrical components, each component is made up of one piece of curved plate and two pieces of rectangular steel plates, described curved plate is semicircle, connects the diameter that diameter is post in it, described rectangular steel plates at curved plate edge arcuately steel plate normal direction arrange;
Described rectangular steel plates center position is provided with bolt hole, and two symmetrical components of described coating member are with bolts;
Described curved plate and two pieces of rectangular steel plates adopt and are welded to connect;
Described coating member and steel wire adopt colligation to be connected.
2. according to claim 1 a kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse, it is characterized in that: described curved plate and rectangular steel plates all adopt Q345 steel, curved plate thickness is 5mm, and be highly 50mm, rectangular steel plates is of a size of 70mm × 50mm × 5mm.
3. according to claim 1 a kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse, it is characterized in that: the opening diameter of described bolt hole is 22mm, described bolt adopts M20 plain bolt.
4. according to claim 1 a kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse, it is characterized in that: described steel wire adopts the steel wire that eliminates stress of band indentation, and its diameter is 5mm, and length is that intercolumniation adds 200mm again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210508577.4A CN102943570B (en) | 2012-12-03 | 2012-12-03 | A kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210508577.4A CN102943570B (en) | 2012-12-03 | 2012-12-03 | A kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102943570A CN102943570A (en) | 2013-02-27 |
| CN102943570B true CN102943570B (en) | 2015-10-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210508577.4A Expired - Fee Related CN102943570B (en) | 2012-12-03 | 2012-12-03 | A kind of for preventing the intercolumniation ruggedized construction of ancient building continuous collapse |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726672B (en) * | 2014-01-02 | 2015-08-26 | 东南大学 | A kind of intercolumniation ruggedized construction and method preventing ancient building continuous collapse |
| CN103993751B (en) * | 2014-05-20 | 2016-01-13 | 东南大学 | A kind of wall reinforcement structure and method strengthening ancient building globality |
| CN104806032B (en) * | 2015-02-28 | 2017-02-22 | 同济大学 | Steel strand mesh device with adjustable external resistance for preventing reinforced concrete structure from continuous collapsing |
| CN104727568B (en) * | 2015-02-28 | 2017-02-01 | 同济大学 | External steel strand net device preventing structure continuous collapse through tensile strength of steel rods |
| CN106049688A (en) * | 2016-07-19 | 2016-10-26 | 同济大学 | Connecting unit capable of preventing structure progressive collapse after corner post failure and using method thereof |
| CN106088635B (en) * | 2016-08-19 | 2019-03-05 | 南京工大桥隧与轨道交通研究院有限公司 | Build the protective device vibrated in under-traverse tunnel blast working in artifact upright stone tablet building |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06288004A (en) * | 1993-03-31 | 1994-10-11 | Asahi Chem Ind Co Ltd | Junction structure of column and beam of steel skeleton framework |
| CN101025145A (en) * | 2006-02-20 | 2007-08-29 | 张志远 | Wind-driven generating apparatus |
| CN201437643U (en) * | 2009-05-26 | 2010-04-14 | 故宫博物院 | Reinforcing device for internal mortise-tenon joints on wooden-structural ceiling of ancient building |
| CN201439645U (en) * | 2009-05-26 | 2010-04-21 | 故宫博物院 | Reinforcing device for tenon-mortise crossing node in middle of wood structure of antique building |
| CN201460250U (en) * | 2009-05-26 | 2010-05-12 | 故宫博物院 | Reinforcing device used for historic building timber structure side span mortise and tenon joint |
| WO2012099072A1 (en) * | 2011-01-21 | 2012-07-26 | 株式会社住軽日軽エンジニアリング | Support column for protective fence |
| CN102277979A (en) * | 2011-05-04 | 2011-12-14 | 南京工业大学 | Wood-structure mortise and tenon joint reinforced by energy-intensive arc-shaped steel plate |
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