CN112576055A - Pier connection structure for reinforcing ancient building wood column - Google Patents
Pier connection structure for reinforcing ancient building wood column Download PDFInfo
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- CN112576055A CN112576055A CN202011340183.3A CN202011340183A CN112576055A CN 112576055 A CN112576055 A CN 112576055A CN 202011340183 A CN202011340183 A CN 202011340183A CN 112576055 A CN112576055 A CN 112576055A
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/644—Damp-proof courses
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- 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
- E04G23/0225—Increasing or restoring the load-bearing capacity of building construction elements of circular building elements, e.g. by circular bracing
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- 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
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- Architecture (AREA)
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- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention provides a pier connection structure for reinforcing an ancient building wood column, which comprises: the first tray assembly is detachably connected with the original wood column; the second tray assembly is detachably connected with the original column foundation; the two ends of the connecting component are respectively connected with the first tray component and the second tray component, and the length of the connecting component can be adjusted; wherein, first tray subassembly, second tray subassembly with coupling assembling is the steel structure spare. According to the pier connection structure for reinforcing the wooden columns of the historic building, the original wooden columns are supported by the steel structural members, so that the original wooden columns are separated from the ground, the erosion of moisture and rainwater directly from the ground is avoided, and the service life of the pier connection structure is longer than that of the traditional wooden structure. Meanwhile, the pier connection structure for reinforcing the historic building wood column provided by the embodiment of the invention is reversible, is convenient to replace and maintain, and is more practical than the traditional pier connection structure.
Description
Technical Field
The invention relates to the technical field of wood column pier connection, in particular to a pier connection structure for reinforcing an ancient building wood column.
Background
In the ancient traditional wood structure building of China, when the root of a column is rotten seriously (the rotten area occupies 1/2 of the section of the column, or the core of the column is rotten and the rotten height is 1/5-1/3), a pier connection method is generally adopted. The pier connection is to cut off the rotten part of the column and replace the column with new material. The concept is mostly used in the maintenance of ancient buildings for hundreds of years, and the replaced new materials are new woods.
After the timber is replaced by the timber pier-connected timber of the wooden column, because the wooden column of the ancient building is contacted with the ground, under the invasion and attack of moisture and rainwater, the possibility that new timber at the bottom of the wooden column is rotten still exists, the existing pier-connected method has the traditional method and various improved methods for changing the rabbet form, but the problem that the bottom of the column root is still attacked by moisture and rainwater is not solved, the column bottom after pier-connected can still be repaired or even replaced, the resource waste of materials, time and the like is caused, and the ancient building is also in the risk of further damage.
Based on the above, the problem to be solved in the industry is to provide a durable pier-connecting structure.
Disclosure of Invention
The invention provides a pier connection structure for reinforcing an ancient building wood column, which is used for solving the defect that the bottom of the pier connection structure of the ancient building wood structure in the prior art is still rotten and realizing the durability of the pier connection structure.
The invention provides a pier connection structure for reinforcing an ancient building wood column, which comprises: the first tray assembly is detachably connected with the original wood column; the second tray assembly is detachably connected with the original column foundation; the two ends of the connecting component are respectively connected with the first tray component and the second tray component, and the length of the connecting component can be adjusted; wherein, first tray subassembly, second tray subassembly with coupling assembling is the steel structure spare.
According to the present invention, there is provided a pier structure for reinforcing an ancient building wooden column, the first tray assembly comprising: a wood screw; the first tray, first tray pass through the wood screw with original post is connected, the bottom surface of first tray with coupling assembling connects.
According to the present invention, there is provided a pier structure for reinforcing an ancient building wooden column, the second tray assembly comprising: a screw; the second tray, the second tray passes through the screw rod with original column foundation is connected, the top surface of second tray with coupling assembling connects.
According to the present invention, there is provided a pier connection structure for reinforcing an ancient building wooden column, the connection assembly including: a first support rod, a first end of the first support rod being connected with the first tray; a second support bar, a first end of the second support bar being connected to the second tray; adjusting nut, adjusting nut's first end with the second end screw-thread fit of first bracing piece, in order to adjust first bracing piece stretches out adjusting nut's length, adjusting nut's second end with the second end connection of second bracing piece.
According to the present invention, there is provided a pier connection structure for reinforcing an ancient building wooden column, the connection assembly including: a third support bar, a first end of the third support bar being connected to the second tray; and the first end of the fourth supporting rod is connected with the first tray, and the second end of the fourth supporting rod is telescopically arranged in the second end of the third supporting rod.
According to the invention, the pier connection structure for reinforcing the ancient building wood column is provided, the connecting assembly further comprises a plurality of reinforcing ribs, the first ends of the reinforcing ribs are connected with at least one of the first tray and the second tray, and the second ends of the reinforcing ribs are connected with the connecting assembly.
According to the present invention, there is provided a pier structure for reinforcing an ancient building wooden pillar, the reinforcing rib including: the two ends of the first reinforcing rib are respectively connected with the first tray and the first supporting rod; and two ends of the second reinforcing rib are respectively connected with the second tray and the second supporting rod.
According to the pier connection structure for reinforcing the historic building wood column, two ends of the first reinforcing rib are respectively connected with the first tray and the third supporting rod; and two ends of the second reinforcing rib are respectively connected with the second tray and the fourth supporting rod.
According to the invention, the pier connection structure for reinforcing the wooden column of the ancient building is provided, and the diameter of the first tray and the diameter of the second tray are smaller than that of the original wooden column.
The invention provides a pier connection structure for reinforcing an ancient building wood column, which further comprises an outer-coated decorative wood shell, wherein the outer-coated decorative wood shell is sleeved outside the first tray component and the second tray component, and the diameter of the outer-coated decorative wood shell is matched with that of the original wood column.
According to the pier connection structure for reinforcing the wooden column of the ancient building, provided by the embodiment of the invention, the original wooden column is supported by the steel structural member, so that the original wooden column is away from the ground, the erosion of moisture and rainwater directly from the ground is avoided, and compared with the traditional timber pier connection method, the pier connection structure can bear larger load and is not easy to deform; the steel members are easy to machine, can be produced in batches, and compared with the traditional mode, the manual wood processing is more labor-saving and material-saving, and the cost is low; meanwhile, the steel is an ecological environment-friendly material, can be conveniently replaced in special conditions, can be recycled, and has good reversibility. The service life is longer, and the method is more practical than the traditional pier connection method.
Drawings
In order to more clearly illustrate the technical solutions of the present invention or the prior art, the drawings needed for the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and those skilled in the art can also obtain other drawings according to the drawings without creative efforts.
FIG. 1 is a schematic structural view of a pier joint structure for reinforcing an ancient building wood column provided by the invention;
FIG. 2 is a bottom view A shown in FIG. 1;
fig. 3 is a top view from B shown in fig. 1.
Reference numerals:
1: original wooden columns; 2: a wood screw; 3: a first preformed hole;
4: a first tray; 5: a first reinforcing rib; 6: a first support bar;
7: a second support bar; 8: a second tray; 9: adjusting the nut;
10: wrapping a decorative wood shell; 11: a second reinforcing rib; 12: a second preformed hole;
13: a screw; 14: original column foundations.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The present invention will be described with reference to fig. 1 to 3, in which the pier structure for reinforcing the wooden pillar of the ancient building is constructed.
The traditional ancient building wood column pier connection structures all adopt wood structures, and after the wood structures repair and reinforce wood columns, the pier connection structures still have the problem of decay due to the fact that the wood structures still need to be subjected to erosion of moisture and rainwater for a long time, so that the pier connection structures of the wood structures are short in service life and frequent in repair and reinforcement times. And the timber column restoration process engineering volume is big, needs heavy equipment supplementary, and is consuming time, consume worker, is great loss to financial resources and manpower, also can cause the harm to the ancient building simultaneously. Based on the structure, the invention provides a pier connection structure of a steel structure, which breaks through the inertial thinking that only wood can be used for pier connection repair of the wooden columns of the ancient buildings for hundreds of years. Modern building materials, namely steel, are introduced in the process of pier connection, the material advantages of a steel structure are applied to repair of ancient buildings, and the effect that the timber pier connection structure is difficult to achieve is achieved.
As shown in fig. 1, in one embodiment of the present invention, a pier structure for reinforcing an ancient building wood pillar comprises: first tray subassembly, second tray subassembly and coupling assembling. First tray subassembly is connected with original post 1, and the second tray subassembly is connected with original column foundation 14, and coupling assembling's both ends are connected with first tray subassembly and second tray subassembly respectively to couple together original post 1 and original column foundation 14, wherein first tray subassembly, second tray subassembly and coupling assembling are steel construction spare.
Specifically, when repairing and reinforcing an original wood structure, firstly, the rotten part of the bottom end of the original wood column 1 is cut off, two ends of the connecting component are firstly connected with the first tray component and the second tray component respectively, then the first tray component is connected with the original wood column 1, and the second tray component is connected with the original column foundation 14.
Further, in an embodiment of the present invention, the length of the connecting assembly can be adjusted, in an actual installation process, the first tray assembly is connected to the original wood column 1, the first tray assembly is tightly abutted to the original wood column 1, the second tray assembly is tightly abutted to the original column foundation 14 by adjusting the length of the connecting assembly, and then the second tray assembly is connected to the original column foundation 14 to support the original wood column 1.
Further, in one embodiment of the invention, the connection assembly is an integral part of a plurality of removable components. During actual installation, the first and third parts of the connector assembly are connected together by the second part, and actuation of the second part increases the length of the first part extending beyond the second part. The first part of the connecting assembly is connected with the first tray assembly, the third part of the connecting assembly is connected with the second tray assembly, the second part is driven, the length of the first part extending out of the second part is increased, the first tray assembly is abutted to the original wood column 1, the second tray assembly is abutted to the original column foundation 14, and then the second tray assembly is installed on the original column foundation 14.
In an embodiment of the present invention, the connecting assembly may also be a telescopic rod structure, and in an actual installation process, the length of the telescopic rod is adjusted to make the first tray assembly tightly abut against the original wood column 1, the second tray assembly tightly abut against the original column foundation 14, and then the second tray assembly is installed on the original column foundation 14.
It should be noted that: in the above-mentioned embodiment, the first tray assembly is detachably connected to the original wooden column 1, and the second tray assembly is detachably connected to the original column foundation 14, so as to facilitate repair and replacement.
According to the pier connection structure for reinforcing the wooden column of the ancient building, provided by the embodiment of the invention, the original wooden column is supported by the steel structural member, so that the original wooden column is away from the ground, the erosion of moisture and rainwater directly from the ground is avoided, and compared with the traditional timber pier connection method, the pier connection structure can bear larger load and is not easy to deform; the steel members are easy to machine, can be produced in batches, and compared with the traditional mode, the manual wood processing is more labor-saving and material-saving, and the cost is low; meanwhile, the steel is an ecological environment-friendly material, can be conveniently replaced in special conditions, can be recycled, and has good reversibility. The service life is longer, and the method is more practical than the traditional pier connection method.
As shown in fig. 1 and 2, in one embodiment of the present invention, the first tray assembly includes: wood screw 2 and first tray 4. Specifically, a plurality of first prepared holes 3 are reserved on the first tray 4, and the wood screws 2 penetrate through the first prepared holes 3 to install the first tray 4 on the original wood column 1.
Specifically, because first tray 4 is the steel construction, when being connected with original post 1, because the attribute of the two is different, adopt wood screw 2 to connect, wood screw 2's advantage is rigid coupling ability reinforce, and can take off and change, does not hinder the wooden face and use, and is comparatively convenient. Wood screw 2 is established threaded one section and is connected with original post 1, and non-threaded one section is connected with first tray 4, can exert its connection performance well.
In an embodiment of the present invention, optionally, the number of the first prepared holes 3 reserved on the first tray 4 is 6, the diameter of the first prepared holes 3 is 14mm, the diameter of the wood screw 2 is 10mm, and the length is 100 mm.
It should be noted that: in an embodiment of the present invention, the diameter and the number of the first prepared holes 3 may be specifically set according to the diameter of the first tray 4, and are not limited to the diameter and the number defined in an embodiment of the present invention.
As shown in fig. 1 and 3, in one embodiment of the present invention, the second tray assembly includes: a screw 13 and a second tray 8. Specifically, a plurality of second preformed holes 12 are reserved in the second tray 8, and the screw 13 penetrates through the second preformed holes 12 to install the second tray 8 on the original column foundation 14.
Specifically, in one embodiment of the present invention, optionally, the number of the second preformed holes 12 reserved on the second tray 8 is 3, the diameter of the second preformed holes 12 is 20mm, the diameter of the screw 13 is 16mm, and the length is 250 mm.
In the actual installation process, the length of the screw 13 screwed into the original column foundation 14 is 190mm, and the top of the screw 13 is fixed by a nut.
It should be noted that: in an embodiment of the present invention, the diameter and the number of the second prepared holes 12 may be specifically set according to the diameter of the second tray 8, and are not limited to the diameter and the number defined in an embodiment of the present invention.
In one embodiment of the present invention, the diameter of the first tray 4 and the second tray 8 can be adjusted according to the diameter of the original wooden pillar 1, and in principle, the diameter of the first tray 4 and the second tray 8 is 400mm smaller than the diameter of the original wooden pillar 1. In addition, the height of the pier connection structure can be determined according to the bottom decay condition of the original wood column 1, and is not less than 600mm in principle.
As shown in fig. 1, in one embodiment of the present invention, a connecting assembly includes: a first support bar 6, a second support bar 7 and an adjusting nut 9. The first end of the first supporting rod 6 is connected with the first tray 4, the second end is connected with one end of the adjusting nut 9, the other end of the adjusting nut 9 is connected with the second end of the second supporting rod 7, and the first end of the second supporting rod 7 is connected with the second tray 8.
In particular, the second end of the first support rod 6 is provided with a thread. When repairing and reinforcing original wood columns 1, the first end of the first supporting rod 6 is fixedly connected with the first tray 4, the first end of the second supporting rod 7 is fixedly connected with the second tray 8, the adjusting nut 9 is installed at the second end of the second supporting rod 7, the second end of the first supporting rod 6 is installed in the adjusting nut 9, the adjusting nut 9 is screwed to adjust the length of the first supporting rod 6 extending out of the adjusting nut 9, the first tray 4 is tightly abutted to the original wood columns 1, the second tray 8 is tightly abutted to the original column foundations 14, and then the second tray 8 is connected with the original column foundations 14.
Further, in an embodiment of the present invention, the connection assembly further includes a plurality of reinforcing ribs, and the reinforcing ribs may be installed between the first tray 4 and the first support bar 6 to support the first tray 4, between the second tray 8 and the second support bar 7 to support the second tray 8, and at the same time, installed at the two positions to support the first tray 4 and the second tray 8. Optionally, in one embodiment of the invention, the reinforcing rib comprises: the tray comprises a first reinforcing rib 5 and a second reinforcing rib 11, wherein two ends of the first reinforcing rib 5 are respectively connected with the first tray 4 and the first supporting rod 6, and two ends of the second reinforcing rib 11 are respectively connected with the second tray 8 and the second supporting rod 7 so as to support the first tray 4 and the second tray 8.
In one embodiment of the present invention, optionally, the number of the first reinforcing ribs 5 and the second reinforcing ribs 11 is 3 each.
In another embodiment of the present invention, a connection assembly includes: third bracing piece and fourth bracing piece, the first end and the 8 fixed connection of second tray of third bracing piece, the first end and the 4 fixed connection of first tray of fourth bracing piece, the second end is installed in the second end of third bracing piece telescopically to adjust the length of fourth bracing piece, and then make first tray 4 support tightly with original post 1, second tray 8 supports tightly with original column foundation 14, then is connected second tray 8 and original column foundation 14 again.
Further, one end of the first reinforcing rib 5 is connected with the first tray 4, the other end is connected with the fourth supporting rod, one end of the second reinforcing rib 11 is connected with the second tray 8, and the other end is connected with the third supporting rod.
As shown in fig. 1, in an embodiment of the present invention, the pier structure for reinforcing a wood column further includes an outer decorative wood shell 10, the outer decorative wood shell 10 is sleeved outside the first tray 4 and the second tray 8, and the diameter of the outer decorative wood shell 10 matches the diameter of the original wood column 1, specifically, the diameter of the outer decorative wood shell 10 should be equal to the diameter of the original wood column 1, so as to complete the appearance of the wood column.
It should be noted that: the pier connection structure for reinforcing the wood column provided by the embodiment of the invention is not only suitable for a round wood column, but also suitable for a square wood column, and the specific design size of the pier connection structure can be adjusted correspondingly according to the design size of the round wood column.
The following describes in detail the installation process of the pier structure for reinforcing the wooden pillar of the historic building according to the embodiment of the present invention, taking the embodiment shown in fig. 1 as an example.
Firstly, the beam frame is lifted by an oil jack to disassemble the ancient building wooden column to be repaired, and the rotten part at the bottom end of the original wooden column 1 is vertically cut off.
3 holes with the diameter of 24mm and the depth of about 200mm are drilled on the surface of the original column foundation 14 by electric drills. And (3) injecting building glue into the hole, inserting the screw 13 into the hole, keeping the length of the screw 13 extending out of the hole not less than 30mm, standing, and waiting for firm bonding of the glue.
Then, pass 6 wood screws 2 and reserve first preformed hole 3 on first tray 4, be connected fixedly first tray 4 and original post 1 bottom surface. The screw 13 passes through a second preformed hole 12 on the second tray 8, the adjusting nut 9 is adjusted to increase the length of the first supporting rod 6, the first tray 4 is tightly abutted to the bottom surface of the original wood column 1, the second tray is tightly abutted to the top surface of the original column foundation 14, and the screw 13 is fixed by the nut so as to fixedly connect the second tray 8 with the original column foundation 14.
Finally, the cylindrical hollow outer decorative wood shell 10 is wrapped to ensure that the surface appearance of the wood column is complete. And leveling gaps among the outer decorative wooden shell 10, the original wooden column 1 and the original column foundation 14 by using putty, and then integrally repairing the column according to a traditional column repairing method.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (10)
1. The utility model provides a pier connects structure for strengthening ancient building post, its characterized in that includes:
the first tray assembly is detachably connected with the original wood column;
the second tray assembly is detachably connected with the original column foundation;
the two ends of the connecting component are respectively connected with the first tray component and the second tray component, and the length of the connecting component can be adjusted;
wherein, first tray subassembly, second tray subassembly with coupling assembling is the steel structure spare.
2. The stump connection structure for strengthening an ancient building wood pillar according to claim 1, wherein the first tray assembly comprises:
a wood screw;
the first tray, first tray pass through the wood screw with original post is connected, the bottom surface of first tray with coupling assembling connects.
3. The stump connection structure for strengthening an ancient building wood pillar according to claim 2, wherein the second tray assembly comprises:
a screw;
the second tray, the second tray passes through the screw rod with original column foundation is connected, the top surface of second tray with coupling assembling connects.
4. The stump connection structure for reinforcing ancient building wood pillars according to claim 3, wherein said connection assembly comprises:
a first support rod, a first end of the first support rod being connected with the first tray;
a second support bar, a first end of the second support bar being connected to the second tray;
adjusting nut, adjusting nut's first end with the second end screw-thread fit of first bracing piece, in order to adjust first bracing piece stretches out adjusting nut's length, adjusting nut's second end with the second end connection of second bracing piece.
5. The stump connection structure for reinforcing ancient building wood pillars according to claim 3, wherein said connection assembly comprises:
a third support bar, a first end of the third support bar being connected to the second tray;
and the first end of the fourth supporting rod is connected with the first tray, and the second end of the fourth supporting rod is telescopically arranged in the second end of the third supporting rod.
6. The stump connection structure for reinforcing ancient building wood pillars according to claim 4 or 5, wherein the connection assembly further includes a plurality of reinforcing ribs, a first end of the reinforcing rib being connected to at least one of the first tray and the second tray, and a second end of the reinforcing rib being connected to the connection assembly.
7. The pier structure for reinforcing the wooden pillar of an ancient building according to claim 6, wherein said reinforcing rib comprises:
the two ends of the first reinforcing rib are respectively connected with the first tray and the first supporting rod;
and two ends of the second reinforcing rib are respectively connected with the second tray and the second supporting rod.
8. The pier structure for reinforcing the ancient building wood column according to claim 6, wherein both ends of the first reinforcing rib are connected with the first tray and the third supporting rod, respectively; and two ends of the second reinforcing rib are respectively connected with the second tray and the fourth supporting rod.
9. The stump connection structure for reinforcing ancient building wood pillar according to claim 3, wherein the first tray and the second tray have a diameter smaller than that of the original wood pillar.
10. The pier structure for reinforcing wooden columns of ancient buildings according to claim 1, further comprising an outer decorative wooden shell sleeved outside the first tray assembly and the second tray assembly, wherein the diameter of the outer decorative wooden shell is matched with that of the original wooden columns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011340183.3A CN112576055A (en) | 2020-11-25 | 2020-11-25 | Pier connection structure for reinforcing ancient building wood column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011340183.3A CN112576055A (en) | 2020-11-25 | 2020-11-25 | Pier connection structure for reinforcing ancient building wood column |
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| Publication Number | Publication Date |
|---|---|
| CN112576055A true CN112576055A (en) | 2021-03-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011340183.3A Pending CN112576055A (en) | 2020-11-25 | 2020-11-25 | Pier connection structure for reinforcing ancient building wood column |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2235009A (en) * | 1989-08-18 | 1991-02-20 | Channelwood Preservations Ltd | Renovation of structures |
| CN205990701U (en) * | 2016-06-17 | 2017-03-01 | 杭州赛石园林集团有限公司 | A kind of wooden pillar base structure |
| CN107675899A (en) * | 2017-11-21 | 2018-02-09 | 南京林业大学 | A kind of connecting elements and its construction method of the displacement of existing building pin |
| CN207934211U (en) * | 2018-01-18 | 2018-10-02 | 宜昌天宏建筑工程有限公司 | A kind of building pillar anticorrosion finished product support leg |
| US20190127977A1 (en) * | 2016-09-29 | 2019-05-02 | SWS Innovations, LLC | Reinforcement devices, systems and methods for constructing and reinforcing the foundation of a structure |
-
2020
- 2020-11-25 CN CN202011340183.3A patent/CN112576055A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2235009A (en) * | 1989-08-18 | 1991-02-20 | Channelwood Preservations Ltd | Renovation of structures |
| CN205990701U (en) * | 2016-06-17 | 2017-03-01 | 杭州赛石园林集团有限公司 | A kind of wooden pillar base structure |
| US20190127977A1 (en) * | 2016-09-29 | 2019-05-02 | SWS Innovations, LLC | Reinforcement devices, systems and methods for constructing and reinforcing the foundation of a structure |
| CN107675899A (en) * | 2017-11-21 | 2018-02-09 | 南京林业大学 | A kind of connecting elements and its construction method of the displacement of existing building pin |
| CN207934211U (en) * | 2018-01-18 | 2018-10-02 | 宜昌天宏建筑工程有限公司 | A kind of building pillar anticorrosion finished product support leg |
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Application publication date: 20210330 |