CN213297167U - Reinforced concrete shear wall reinforced structure - Google Patents
Reinforced concrete shear wall reinforced structure Download PDFInfo
- Publication number
- CN213297167U CN213297167U CN202021647320.3U CN202021647320U CN213297167U CN 213297167 U CN213297167 U CN 213297167U CN 202021647320 U CN202021647320 U CN 202021647320U CN 213297167 U CN213297167 U CN 213297167U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- concrete shear
- reinforced concrete
- steel pipe
- reinforced
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A reinforced concrete shear wall reinforced structure belongs to the civil building field, and comprises a reinforced concrete shear wall and a rod body which is longer than the reinforced wall in thickness, wherein one end of the rod body is provided with a thread, and the other end of the rod body is provided with a hook; the hook hooks the U-shaped piece tightly, the U-shaped piece clamps the steel pipes on two sides of the rod body, the steel pipes and the square timber are crossed in a cross mode, and the steel pipes are positioned on the outer side of the square timber; the reinforced concrete shear wall comprises a reinforced concrete shear wall body, wherein a plurality of plates are arranged on two sides of the reinforced concrete shear wall body, square timbers are arranged on the outer sides of the plurality of plates, steel pipes are arranged on the outer sides of the square timbers, and opposite-pulling screws sequentially penetrate through the square timbers, the plurality of plates, the reinforced concrete shear wall body, the plurality of plates, the square timbers and the mountain-shaped clamps; the opposite-pulling screw rod is positioned between the upper steel pipe and the lower steel pipe, and the left end of the pulling screw rod is tightly clamped with the U-shaped piece and the upper steel pipe and the lower steel pipe. The utility model discloses a scene single face is consolidated for the construction progress, rigid connection's the deformation that has reduced the template to the screw rod that draws to guarantee construction quality.
Description
Technical Field
The invention belongs to the field of civil buildings and production, and particularly relates to shear wall body reinforcement of civil buildings, industrial buildings and the like.
Background
In the current stage, the adopted water stopping screw rods are reinforced on two sides, workers need to simultaneously reinforce the inner side and the outer side in the reinforcing process, and only one side needs to be reinforced by adopting the screw rods, so that the labor input is greatly saved.
Disclosure of Invention
The invention mainly solves the problem of reinforcing a construction concrete shear wall, and the invention mainly adopts phi 14-phi 18Q 345 high-strength steel to manufacture the split link rod.
The technical scheme of the invention is as follows: a reinforced structure of reinforced concrete shear wall is composed of a reinforced concrete shear wall and a rod body longer than the reinforced wall and with screw thread at one end and hook at another end.
The steel pipes on two sides of the U-shaped piece and the U-shaped piece clamping rod body are hooked tightly by the hook, the steel pipes and the square timber are crossed in a cross mode, and the steel pipes are located on the outer side of the square timber.
The reinforced concrete shear wall comprises a reinforced concrete shear wall body, wherein a plurality of plates are arranged on two sides of the reinforced concrete shear wall body, square timbers are arranged on the outer sides of the plurality of plates, steel pipes are arranged on the outer sides of the square timbers, and opposite-pulling screws sequentially penetrate through the square timbers, the plurality of plates, the reinforced concrete shear wall body, the plurality of plates, the square timbers and the mountain-shaped clamps; the opposite-pulling screw rod is positioned between the upper steel pipe and the lower steel pipe, and the left end of the pulling screw rod is tightly clamped with the U-shaped piece and the upper steel pipe and the lower steel pipe.
The utility model discloses can gather materials on the spot, practice thrift the cost, consolidate the wall body to the drawing wire pole and can make the lead screw atress more even to guarantee the construction quality of wall body.
The utility model discloses a scene single face is consolidated for the construction progress, rigid connection's the deformation that has reduced the template to the screw rod that draws to guarantee construction quality.
Drawings
FIG. 1 is a schematic view of reinforcing a reinforced concrete shear wall.
Fig. 2 is a structural view of the counter screw.
Fig. 3 is a block diagram of the U-shaped member.
Fig. 4 is a schematic view of the U-shaped member and the counter screw.
In the figure 1, the reinforced concrete shear wall comprises a reinforced concrete shear wall body 1, a reinforced concrete shear wall body 2, a multilayer board body 3, a square timber body 4, a steel pipe 5, a U-shaped piece 6, a mountain-shaped clamp 7, a mountain-shaped nut 8 and a split screw.
Detailed Description
Example 1: as shown in fig. 1, 2, 3 and 4, two sides of the reinforced concrete shear wall are respectively provided with a multilayer board, the outer side of each multilayer board is provided with a square timber, the outer side of each square timber is provided with a steel pipe, and a counter-pulling screw rod sequentially penetrates through the square timber, the multilayer board, the reinforced concrete shear wall, the multilayer board, the square timber and a mountain-shaped clamp from left to right and is fastened through a mountain-shaped nut; the opposite-pulling screw rod is positioned between the upper steel pipe and the lower steel pipe, and the left end of the pulling screw rod is tightly clamped with the U-shaped piece and the upper steel pipe and the lower steel pipe.
The multilayer board is a 15mm thick multilayer board; the U-shaped piece is bent into a U shape by using a steel bar with the diameter of 20 mm.
The steel pipe and the square timber are crossed in a cross mode and the steel pipe is located on the outer side of the square timber.
Claims (1)
1. A reinforced structure of a reinforced concrete shear wall comprises the reinforced concrete shear wall and a rod body which is thicker than the reinforced wall body, and is characterized in that one end of the rod body is provided with a thread, and the other end of the rod body is provided with a hook; the hook hooks the U-shaped piece tightly, the U-shaped piece clamps the steel pipes on two sides of the rod body, the steel pipes and the square timber are crossed in a cross mode, and the steel pipes are positioned on the outer side of the square timber; the reinforced concrete shear wall comprises a reinforced concrete shear wall body, wherein a plurality of plates are arranged on two sides of the reinforced concrete shear wall body, square timbers are arranged on the outer sides of the plurality of plates, steel pipes are arranged on the outer sides of the square timbers, and opposite-pulling screws sequentially penetrate through the square timbers, the plurality of plates, the reinforced concrete shear wall body, the plurality of plates, the square timbers and the mountain-shaped clamps; the opposite-pulling screw rod is positioned between the upper steel pipe and the lower steel pipe, and the left end of the pulling screw rod is tightly clamped with the U-shaped piece and the upper steel pipe and the lower steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021647320.3U CN213297167U (en) | 2020-08-10 | 2020-08-10 | Reinforced concrete shear wall reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021647320.3U CN213297167U (en) | 2020-08-10 | 2020-08-10 | Reinforced concrete shear wall reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213297167U true CN213297167U (en) | 2021-05-28 |
Family
ID=76024047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021647320.3U Active CN213297167U (en) | 2020-08-10 | 2020-08-10 | Reinforced concrete shear wall reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213297167U (en) |
-
2020
- 2020-08-10 CN CN202021647320.3U patent/CN213297167U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204040446U (en) | The shaped steel suspension scaffolding structure | |
| CN104005556A (en) | Shaped and fabricated formwork construction process used for shear wall at expansion and contraction joint | |
| CN215760469U (en) | Building structure movement joint position shear force wall aluminum mould board location reinforcement device | |
| CN213297167U (en) | Reinforced concrete shear wall reinforced structure | |
| CN202706553U (en) | Shear wall small opening template bolt reinforcing part | |
| CN204510792U (en) | A kind of steel form | |
| CN211286638U (en) | Aluminum alloy template outer wall K board reinforcing apparatus for building | |
| CN203230178U (en) | Column formwork and column hoop | |
| CN203742077U (en) | Concrete-filled thin-wall steel tube column with built-in steel bar trusses | |
| CN103850434A (en) | Template capable of finishing construction of shear wall tension screw at one side | |
| CN204212406U (en) | A kind of one-sided strengthening construction big steelmoulds | |
| CN109252879A (en) | A kind of vcehicular tunnel gutter liner tool-typed formwork and construction method | |
| CN104153572B (en) | A kind of gradual change undergauge high-strength die mould assembly column template and assembling and construction method thereof | |
| CN212802265U (en) | Prefabricated superposed beam | |
| CN103195235A (en) | Design and calculation for detachable steel plate type steel fixture | |
| CN211736387U (en) | Expansion joint formwork supporting tool | |
| CN212224611U (en) | Shear force wall pouring template reinforcing apparatus | |
| CN204326498U (en) | Screw outrigger oblique pull wire rope fixing device | |
| CN210563380U (en) | Combined template at deformation joint of building construction | |
| CN210530311U (en) | Concrete supporting template for construction engineering construction | |
| CN205296824U (en) | Steel wood combination H -beam | |
| CN217537863U (en) | Shaping template for high-section oblique beam crossing part | |
| CN205591545U (en) | Instrument is consolidated to log template | |
| CN204024051U (en) | The assembled column template of a kind of high-strength die mould of gradual change undergauge | |
| CN217353525U (en) | Shear force wall side elevation concrete placement template system of consolidating |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |