Brickwork structure wooden column reinforced by newly added reinforced concrete frame

Abstract

The utility model relates to a masonry structure wooden column reinforced by adopting a newly-added reinforced concrete frame. The masonry structure wooden column reinforced by adopting the newly-added reinforced concrete frame comprises a log column, a newly-added reinforced concrete window frame, U-shaped steel tie bars, stirrups, longitudinal steel bars and a newly-added reinforced concrete door frame, the newly-added reinforced concrete window frames are arranged on the two sides of the log column respectively and wrap the log column. The newly-added reinforced concrete window frame is connected with the log columns through U-shaped steel tie bars; a log column is wrapped between the newly-added reinforced concrete door frame and the newly-added reinforced concrete window frame. The building structure has the most remarkable advantages that the newly added reinforced concrete frame is adopted to reinforce the masonry structure wooden columns, the overall shock resistance of the original structure can be improved, the new structure and the old structure jointly bear the earthquake effect, and therefore the toughness of a house is enhanced, and structural collapse is prevented.

Description

Technical Field

[0001] The utility model relates to a masonry structure wooden column reinforced with a newly added reinforced concrete frame, belonging to the technical field of comprehensive reconstruction of old houses. Background Art

[0002] At present, there are still many old masonry houses with wooden columns, which will be damaged to varying degrees due to their age. For example, if the bottom of the wooden column is rotten, cracked by force or eaten by insects, etc., the wooden column with serious damage should be replaced by new wooden columns, brick columns or reinforced concrete columns when it is renovated. When the quality of the wooden column is good, there is no serious damage such as rot, cracked by force or eaten by insects at the bottom, and the bearing requirements are met, the wooden column should be reinforced by steel wrapping, external brick columns (adding walls), adding reinforced concrete frames, adding steel frames, etc. in combination with the front longitudinal wall. The utility model adopts the form of adding reinforced concrete frames to reinforce the wooden columns of masonry structures, which can improve the overall seismic resistance of the original structure, so that the new and old structures can jointly bear the earthquake effect, thereby enhancing the toughness of the house and preventing the collapse of the structure. The method of reinforcing the wooden columns of masonry structures with newly added reinforced concrete frames is simple in construction, reasonable in structural force, and has good economic and environmental benefits. Utility Model Content

[0003] The utility model proposes a method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame, mainly to improve the overall earthquake resistance of the original structure, so that the new and old structures can jointly bear the earthquake effect, thereby enhancing the toughness of the house and preventing the structure from collapsing.

[0004] The technical solution of the utility model is as follows:

[0005] A method of reinforcing a masonry structure wooden column by using a newly added reinforced concrete frame, characterized in that it comprises a log column, a newly added reinforced concrete window frame, U-shaped tie bars, stirrups, longitudinal steel bars, and a newly added reinforced concrete door frame; the newly added reinforced concrete window frames are arranged on both sides of the log column and wrap the log column; the cross-sectional width of the newly added reinforced concrete window frame is 120 mm, and the cross-sectional thickness is the same as the diameter of the log column; the newly added reinforced concrete window frame is cast by stirrups and no less than four longitudinal steel bars; the newly added reinforced concrete window frame is connected to the log column by a U-shaped tie bar; the log column is wrapped between the newly added reinforced concrete door frame and the newly added reinforced concrete window frame; the newly added reinforced concrete door frame is cast by stirrups and no less than eight longitudinal steel bars; the cross-sectional width of the newly added reinforced concrete door frame is not less than 200 mm, and the cross-sectional thickness is the same as the diameter of the log column; after the stirrups, longitudinal steel bars, and U-shaped tie bars in the newly added reinforced concrete window frame and the newly added reinforced concrete door frame are all tied and connected, the supporting formwork is cast as a whole.

[0006] Furthermore, the U-shaped tie steel bar is a HPB300 grade hot-rolled steel bar.

[0007] Furthermore, the U-shaped tie steel bar is a φ12 steel bar.

[0008] Furthermore, the stirrups are HPB300 steel bars with a diameter of φ10 and are arranged at intervals of 200 mm.

[0009] Furthermore, the longitudinal steel bars are HRB400 steel bars with a diameter of φ12.

[0010] Furthermore, the U-shaped tie steel bar is connected by binding with the longitudinal steel bars in the newly added reinforced concrete window frame; the U-shaped tie steel bar is connected by binding with the longitudinal steel bars in the newly added reinforced concrete door frame.

[0011] Furthermore, the strength grade of the reinforced concrete is C30.

[0012] The above-mentioned method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame and a construction method thereof adopts the following steps:

[0013] Step 1: Make U-shaped tie bars, stirrups and longitudinal steel bars;

[0014] Step 2: Tie the U-shaped tie bars, stirrups and longitudinal bars in the newly added reinforced concrete window frame on both sides of the log column;

[0015] Step 3: At the same time, tie the U-shaped tie bars, stirrups and longitudinal steel bars in the newly added reinforced concrete door frame;

[0016] Step 4: After all the stirrups, longitudinal reinforcements, and U-shaped tie reinforcements in the newly added reinforced concrete window frames and newly added reinforced concrete door frames are tied, formwork support is carried out;

[0017] Step 5: pouring the whole concrete;

[0018] Step 6: When the concrete reaches a certain strength, plaster and level the wall.

[0019] Beneficial effects:

[0020] The most significant advantage of this utility model is that the use of a new reinforced concrete frame to reinforce the masonry structure wooden column can improve the overall earthquake resistance of the original structure, so that the new and old structures can jointly bear the earthquake effect, thereby enhancing the toughness of the house and preventing the structure from collapsing. The method of using a new reinforced concrete frame to reinforce the masonry structure wooden column is simple to construct, the structure is reasonably stressed, and has good economic and environmental benefits. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 Schematic diagram of the masonry structure wooden columns reinforced with new reinforced concrete frames;

[0022] Figure 2 for Figure 1 AA section view;

[0023] Figure 3 for Figure 1 BB cross-section diagram;

[0024] Figure 4 Schematic diagram of U-shaped tie steel bar.

[0025] In the figure, 1: original wood column; 2: newly added reinforced concrete window frame; 3: U-shaped tie steel bar; 4: window opening; 5: door opening; 6: stirrups; 7: longitudinal steel bar; 8: newly added reinforced concrete door frame; 9: original brick wall; 10: newly added reinforced concrete wrapped original wood column. DETAILED DESCRIPTION

[0026] A method of reinforcing masonry wooden columns with newly added reinforced concrete frames, see Figures 1 to 4 As shown, it is characterized in that: it includes a log column 1, a newly added reinforced concrete window frame 2, a U-shaped tie steel bar 3, stirrups 6, a longitudinal steel bar 7, and a newly added reinforced concrete door frame 8; the newly added reinforced concrete window frame 2 is arranged on both sides of the log column 1 to wrap the log column 1; the cross-sectional width of the newly added reinforced concrete window frame 2 is 120mm, and the cross-sectional thickness is the same as the diameter of the log column 1; the newly added reinforced concrete window frame 2 is cast by stirrups 6 and no less than four longitudinal steel bars 7; the newly added reinforced concrete window frame 2 is connected to the log column 1 by a U-shaped tie steel bar 3; the newly added reinforced concrete door frame 8 and the newly added reinforced concrete window frame 2 wrap the log column 1; the newly added reinforced concrete door frame 8 is cast by stirrups 6 and no less than eight longitudinal steel bars 7; the cross-sectional width of the newly added reinforced concrete door frame 8 is not less than 200mm, and the cross-sectional thickness is the same as the diameter of the log column 1; after the stirrups 6, longitudinal steel bars 7, and U-shaped tie steel bars 3 in the newly added reinforced concrete window frame 2 and the newly added reinforced concrete door frame 8 are all tied and connected, the supporting formwork is cast as a whole.

[0027] Furthermore, the U-shaped tie steel bar 3 is a HPB300 grade hot-rolled steel bar.

[0028] Furthermore, the U-shaped tie steel bar 3 is a φ12 steel bar.

[0029] Furthermore, the stirrups 6 are HPB300 steel bars with a diameter of φ10 and are arranged at intervals of 200 mm.

[0030] Furthermore, the longitudinal steel bar 7 is HRB400 with a diameter of φ12 steel bar.

[0031] Furthermore, the U-shaped tie steel bar 3 is tied and connected to the longitudinal steel bar 7 in the newly added reinforced concrete window frame 2; the U-shaped tie steel bar 3 is tied and connected to the longitudinal steel bar 7 of the newly added reinforced concrete door frame 8.

[0032] Furthermore, the strength grade of the reinforced concrete is C30.

[0033] The above-mentioned method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame and a construction method thereof adopts the following steps:

[0034] Step 1: Make U-shaped tie bars 3, stirrups 6 and longitudinal bars 7;

[0035] Step 2: Tie the U-shaped tie bars 3, stirrups 6 and longitudinal bars 7 in the newly added reinforced concrete window frame 2 on both sides of the log column 1;

[0036] Step 3: At the same time, the U-shaped tie bars 3, stirrups 6 and longitudinal bars 7 in the newly added reinforced concrete door frame 8 are also tied;

[0037] Step 4: After the stirrups 6, longitudinal steel bars 7, and U-shaped tie bars 3 in the newly added reinforced concrete window frame 2 and the newly added reinforced concrete door frame 8 are all tied, formwork support is performed;

[0038] Step 5: pouring the whole concrete;

[0039] Step 6: When the concrete reaches a certain strength, plaster and level the wall.

[0040] The above is a typical implementation of the present invention, and the specific implementation of the present invention is not limited thereto.

Claims

1. A method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame, characterized in that: The invention comprises a log column (1), a newly added reinforced concrete window frame (2), a U-shaped tie steel bar (3), stirrups (6), longitudinal steel bars (7), and a newly added reinforced concrete door frame (8); the newly added reinforced concrete window frame (2) is arranged on both sides of the log column (1) to wrap the log column (1); the newly added reinforced concrete window frame (2) has a cross-sectional width of 120 mm and a cross-sectional thickness that is the same as the diameter of the log column (1); the newly added reinforced concrete window frame (2) is cast by stirrups (6) and no less than four longitudinal steel bars (7); a U-shaped tie steel bar is used between the newly added reinforced concrete window frame (2) and the log column (1); The newly added reinforced concrete door frame (8) and the newly added reinforced concrete window frame (2) are connected by stirrups (6) and U-shaped tie bars (3); the log column (1) is wrapped between the newly added reinforced concrete door frame (8) and the newly added reinforced concrete window frame (2); the newly added reinforced concrete door frame (8) is cast by stirrups (6) and no less than eight longitudinal steel bars (7); the cross-sectional width of the newly added reinforced concrete door frame (8) is no less than 200 mm, and the cross-sectional thickness is the same as the diameter of the log column (1); after the stirrups (6), longitudinal steel bars (7) and U-shaped tie bars (3) in the newly added reinforced concrete window frame (2) and the newly added reinforced concrete door frame (8) are all tied and connected, the supporting formwork is cast as a whole.

2. The method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame according to claim 1, characterized in that: The U-shaped tie steel bar (3) is a HPB300 grade hot-rolled steel bar.

3. The method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame according to claim 1, characterized in that: The U-shaped tie steel bar (3) is a φ12 steel bar.

4. The method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame according to claim 1, characterized in that: The stirrups (6) are HPB300 steel bars with a diameter of φ10 and are arranged at intervals of 200 mm.

5. The method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame according to claim 1, characterized in that: The longitudinal steel bar (7) is HRB400 with a diameter of φ12.

6. The method of reinforcing a masonry structure wooden column by adding a reinforced concrete frame according to claim 1, characterized in that: The U-shaped tie steel bar (3) is tied and connected to the longitudinal steel bar (7) in the newly added reinforced concrete window frame (2); the U-shaped tie steel bar (3) is tied and connected to the longitudinal steel bar (7) of the newly added reinforced concrete door frame (8).

7. The method of reinforcing a masonry structure wooden column with a newly added reinforced concrete frame according to claim 1, characterized in that: The strength grade of the reinforced concrete is C30.

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