CN214785870U - Embedded ring of cantilever frame at shear wall position - Google Patents
Embedded ring of cantilever frame at shear wall position Download PDFInfo
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- CN214785870U CN214785870U CN202120257155.9U CN202120257155U CN214785870U CN 214785870 U CN214785870 U CN 214785870U CN 202120257155 U CN202120257155 U CN 202120257155U CN 214785870 U CN214785870 U CN 214785870U
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- wall
- penetrating rod
- embedded
- nut
- shear wall
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Abstract
The utility model discloses a pre-buried ring of frame of encorbelmenting of shear force wall position, include: the wall penetrating rod, the embedded sleeve and the nut are embedded; the embedded sleeve is arranged in the shear wall, and the wall penetrating rod penetrates through the embedded sleeve and is connected with the nut; one end of the wall penetrating rod is of a threaded structure, the other end of the wall penetrating rod is of a circular ring structure, the nut is matched with the threaded structure, and the circular ring structure is fixed with the cantilever I-shaped steel. The utility model discloses a wear assembly structure that wall pole and nut cooperation buried sleeve used, the unnecessary part of later stage not only need not cut, no potential safety hazard can also reuse. The embedded sleeve is convenient to position during construction, and the situation of positioning deviation cannot occur.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to pre-buried ring of cantilever frame of shear force wall position.
Background
Along with economic development, high-rise buildings are more and more, and high-rise overhanging scaffolds are more and more commonly applied. One end of a traditional embedded ring is embedded in a shear wall or a beam side, and an overhanging I-shaped steel safety steel wire rope is fixed by an external elbow in a drawknot mode so as to achieve the safety effect.
Patent 201520443056.4 discloses open a formula of encorbelmenting platform node fixed knot that unloads constructs, including wire rope and shear force wall, still include the ring bolt, ring bolt one end is fixed with wire rope, and the other end pierces through the shear force wall and passes through the nut fixed.
The using mode of above-mentioned patent will have the fixed measure when concreting, and the location is inconvenient during the construction, leads to the location skew easily during shear force wall concrete placement, and the unnecessary part of later stage need be cut, and mars when cutting not only has the potential safety hazard, still leads to the unable reuse of pre-buried ring.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model discloses a shear force wall position's pre-buried ring of frame of encorbelmenting, include: the wall penetrating rod, the embedded sleeve and the nut are embedded; the embedded sleeve is arranged in the shear wall, and the wall penetrating rod penetrates through the embedded sleeve and is connected with the nut; one end of the wall penetrating rod is of a threaded structure, the other end of the wall penetrating rod is of a circular ring structure, the nut is matched with the threaded structure, and the circular ring structure is fixed with the cantilever I-shaped steel.
Preferably, the inner diameter of the embedded sleeve is 0.5-2mm larger than the outer diameter of the wall penetrating rod.
Preferably, the wall penetrating rod is of an integrated structure.
Preferably, the wall penetrating rod is made of round steel, a threaded structure is machined at one end of the wall penetrating rod, and the other end of the wall penetrating rod is bent to form a closed circular ring structure.
Preferably, the embedded sleeve is a 22.5-mm-diameter PVC sleeve with the wall thickness of 1 mm.
Preferably, the wall penetrating rod is made of round steel with the diameter of 20 mm.
Preferably, the number of the nuts is two, and the nuts are connected with the thread structures.
Preferably, a gasket is arranged between the nut close to one side of the shear wall and the shear wall.
Preferably, the gasket is a steel backing plate of 80mm × 80mm × 8 mm.
Compared with the closest prior art, the beneficial effects of the utility model reside in that:
1. the utility model discloses the embedded ring of the frame of encorbelmenting of shear force wall position is the package assembly that wall pole and nut cooperation buried sleeve used, and the unnecessary part of later stage not only need not cut, and no potential safety hazard can also reuse.
2. The utility model discloses the buried sleeve that the pre-buried ring of the frame of encorbelmenting of shear force wall position provided fixes a position when the construction conveniently, can not take place the condition of positioning deviation.
3. The utility model discloses the double nut structure that the pre-buried ring of the frame of encorbelmenting of shear force wall position provided can improve the fastening effect.
4. The utility model discloses the setting of the pre-buried ring of the frame of encorbelmenting of shear force wall position to pre-buried sheathed tube internal diameter and the external diameter difference of wearing the wall pole can not lead to wearing the wall pole to pass too little because of pre-buried sheathed tube internal diameter, also can not lead to wearing the wall pole to rock downthehole because pre-buried sheathed tube internal diameter is too big.
Drawings
Fig. 1 is the structure schematic diagram of the pre-buried ring of the cantilever frame at the shear wall position of the utility model.
Reference numerals:
the method comprises the following steps of 1-a shear wall, 2-a wall penetrating rod, 3-an embedded sleeve, 4-a nut, 5-a gasket, 6-a thread structure and 7-a circular ring structure.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
As shown in fig. 1, the utility model provides a pre-buried ring of frame of encorbelmenting of shear force wall position, a serial communication port, include: the wall penetrating rod 2, the embedded sleeve 3 and the nut 4. The embedded sleeve 3 is arranged in the shear wall 1, and the wall penetrating rod 2 penetrates through the embedded sleeve 3 to be connected with the nut 4. One end of the wall penetrating rod 2 is of a threaded structure 6, the other end of the wall penetrating rod is of a circular ring structure 7, the nut 4 is matched with the threaded structure 6, and the circular ring structure 7 is fixed with the overhanging I-shaped steel. Wear wall pole 2 and the assembly structure that nut 4 cooperation buried sleeve 3 used, the unnecessary part of later stage not only need not cut, no potential safety hazard can also reuse. The embedded sleeve 3 is convenient to position during construction, and the situation of positioning deviation cannot occur.
In a preferred embodiment, the inside diameter of the embedment sleeve 3 is at least 0.5mm greater than the outside diameter of the through-wall rod 2. The inner diameter of the embedded sleeve 3 is 2mm larger than the outer diameter of the wall penetrating rod 2. The setting of the internal diameter of embedded sleeve 3 and the external diameter difference of wall pole 2 can not lead to wall pole 2 to pass because of embedded sleeve 3's internal diameter is too little, also can not lead to wall pole 2 to rock downthehole because embedded sleeve 3's internal diameter is too big yet.
In a preferred embodiment, the wall rod 2 is a one-piece structure. The wall penetrating rod 2 is made of round steel, one end of the wall penetrating rod is provided with a thread structure 6, and the other end of the wall penetrating rod is bent to form a closed circular ring structure 7. The other end of the wall penetrating rod 2 is bent into a circular ring structure 7, the end part of the wall penetrating rod is connected with the rod body of the wall penetrating rod positioned outside the shear wall 1 in a welding mode, the welding area needs to be welded in a double-sided full-welding mode, and the welding length is 100 mm.
In a preferred embodiment, the pre-buried sleeve 3 is a 22.5 mm diameter PVC sleeve with a wall thickness of 1 mm. The wall penetrating rod 2 is made of round steel with the diameter of 20 mm.
In a preferred embodiment, the number of nuts 4 is two, each connected to a screw structure 6. And a gasket 5 is arranged between the nut 4 close to one side of the shear wall 1 and the shear wall 1. The gasket 5 is a steel gasket plate with the thickness of 80mm multiplied by 8 mm. The double-nut structure can improve the fastening effect.
The utility model discloses a construction method of the pre-buried ring of cantilever frame of shear force wall position will be described in detail below:
the wall penetrating sleeve 3 is embedded in the shear wall, one end of the threaded structure 6 of the wall penetrating rod 2 penetrates through the embedded sleeve 3, the gasket 5 is sleeved outside one end of the threaded structure 6 of the wall penetrating rod 2, the two nuts 4 are sequentially screwed, and the safety steel wire rope of the cantilever I-shaped steel is fixed on the circular ring structure 7 of the wall penetrating rod 2.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention shall fall within the scope of the claims of the present invention pending from the application.
Claims (9)
1. The utility model provides a pre-buried ring of frame of encorbelmenting of shear force wall position which characterized in that includes: the wall penetrating rod (2), the embedded sleeve (3) and the nut (4);
the embedded sleeve (3) is arranged in the shear wall (1), and the wall penetrating rod (2) penetrates through the embedded sleeve (3) and is connected with the nut (4);
the one end of wearing wall pole (2) is helicitic texture (6), and the other end is ring structure (7), nut (4) with helicitic texture (6) phase-match, ring structure (7) are fixed with the I-steel of encorbelmenting.
2. The shear wall position cantilever frame embedded ring according to claim 1, wherein the inner diameter of the embedded sleeve (3) is 0.5-2mm larger than the outer diameter of the wall penetrating rod (2).
3. The shear wall position cantilever frame embedded ring of claim 2, wherein the wall penetrating rod (2) is of an integrated structure.
4. The shear wall position cantilever frame embedded ring according to claim 3, characterized in that, the wall penetrating rod (2) is made of round steel, wherein one end is provided with the thread structure (6), and the other end is bent to form the closed circular ring structure (7).
5. The shear wall position cantilever frame embedded ring according to claim 4, wherein, the embedded sleeve (3) adopts a phi 22.5PVC sleeve with the wall thickness of 1 mm.
6. The shear wall position cantilever frame embedded ring according to claim 4, wherein, the wall penetrating rod (2) adopts round steel with the diameter of 20 mm.
7. The shear wall position cantilever frame embedded ring according to claim 1, characterized in that, the number of the nuts (4) is two, and both are connected with the thread structure (6).
8. The embedded ring of the cantilever frame at the shear wall position according to claim 7, wherein a gasket (5) is arranged between the nut (4) close to one side of the shear wall (1) and the shear wall (1).
9. The shear wall position cantilever frame embedded ring according to claim 8, wherein the gasket (5) adopts a steel backing plate of 80mm x 8 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120257155.9U CN214785870U (en) | 2021-01-29 | 2021-01-29 | Embedded ring of cantilever frame at shear wall position |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120257155.9U CN214785870U (en) | 2021-01-29 | 2021-01-29 | Embedded ring of cantilever frame at shear wall position |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214785870U true CN214785870U (en) | 2021-11-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120257155.9U Active CN214785870U (en) | 2021-01-29 | 2021-01-29 | Embedded ring of cantilever frame at shear wall position |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214785870U (en) |
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2021
- 2021-01-29 CN CN202120257155.9U patent/CN214785870U/en active Active
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