CN213062994U - Assembled structure hidden column area positioning steel plate - Google Patents
Assembled structure hidden column area positioning steel plate Download PDFInfo
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- CN213062994U CN213062994U CN202021389986.3U CN202021389986U CN213062994U CN 213062994 U CN213062994 U CN 213062994U CN 202021389986 U CN202021389986 U CN 202021389986U CN 213062994 U CN213062994 U CN 213062994U
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- positioning steel
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- reinforcing bar
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Abstract
The utility model discloses an assembled structure hidden column area location steel sheet, including the location steel sheet, the location steel sheet sets up in prefabricated wall body component's cast-in-place side bottom, and the location steel sheet transversely sets up, and prefabricated wall body component's cast-in-place end has the stirrup of remaining silent, and the bolt hole has been seted up respectively in the four corners of location steel sheet, and open at the last middle part of location steel sheet has the hole of vibrating, is provided with a plurality of reinforcing bar holes between the hole of vibrating and the bolt hole, and the reinforcing bar is downthehole to wear to establish vertical reinforcing bar, and the location steel sheet top is still fixed and is provided with. To the regional cast-in-place reinforcing bar of assembled structure conversion layer hidden column, through the setting of positioning steel plate, utilize the position distance of setting element and vertical reinforcing bar, ensure the accuracy of the downthehole vertical reinforcing bar of reinforcing bar for follow-up vertical prefabricated component can be quick accurate completion hoist and mount, when shortening construction period, can improve prefabricated component's installation accuracy again, simple structure is reasonable, circulated use, economical and practical.
Description
Technical Field
The utility model belongs to the construction field is watered in the embodiment of assembled wall, in particular to assembled structure hidden column area location steel sheet.
Background
The fabricated building is a building assembled by prefabricated parts on a construction site. The building block is divided into five types, namely a block building, a plate building, a box building, a framework plate building, a rising-rise building and the like according to the form and the construction method of the prefabricated part.
Aiming at the cast-in-place reinforcing steel bars in the hidden column area of the assembled structure conversion layer, the positioning of the reinforcing steel bars is inaccurate due to vibration and other reasons, the prefabricated wall body adopts U-shaped closed stirrups, and if the positioning of the reinforcing steel bars in the cast-in-place area is inaccurate, the difficulty in hoisting the wall body can be caused, and the construction quality of the assembled structure is poor.
SUMMERY OF THE UTILITY MODEL
The utility model provides an assembled structure hidden column area location steel sheet for solve to the regional cast-in-place reinforcing bar of assembled structure conversion layer hidden column, because reasons such as vibrate lead to the location of reinforcing bar inaccurate, and prefabricated wall body adopts closed type stirrup, if cast-in-place regional reinforcing bar location is inaccurate, just can lead to the difficulty of wall body hoist and mount, the relatively poor technical problem of assembled structure's construction quality.
In order to achieve the above purpose, the utility model adopts the following technical scheme: assembled structure hidden column region location steel sheet, including the location steel sheet, the location steel sheet setting is in prefabricated wall body component's cast-in-place side bottom portion, and the location steel sheet transversely sets up, and prefabricated wall body component's cast-in-place end has the stirrup that closes, the bolt hole has been seted up respectively in the four corners of location steel sheet, be provided with supporting bolt in the bolt hole, open at the last middle part of location steel sheet has the hole of vibrating, be provided with a plurality of reinforcing bar holes between hole of vibrating and the bolt hole, the downthehole vertical reinforcing bar of wearing to establish of reinforcing bar, the location steel sheet top is still fixed and is provided with a plurality of setting elements.
Through adopting above-mentioned technical scheme, to the regional cast-in-place reinforcing bar of assembled structure conversion layer hidden column, through the setting of positioning steel plate, utilize the position distance of setting element and vertical reinforcing bar, ensure to wear to establish the accuracy of the downthehole vertical reinforcing bar of reinforcing bar on the positioning steel plate for follow-up vertical prefabricated component can be quick accurate completion hoist and mount, when shortening construction period, can improve prefabricated component's installation accuracy again, and simple structure is reasonable, circulated use, economical and practical.
Preferably, the height of the positioning piece is larger than the distance between two adjacent closed stirrups.
Through adopting above-mentioned technical scheme, the setting element can be laminated with two department's closed stirrup, and positioning effect is better.
Preferably, the positioning members are arranged on three sides of the closed stirrup.
Through adopting above-mentioned technical scheme, trilateral setting element that all sets up, location precision and accuracy are better.
Preferably, the positioning piece comprises two limiting columns which are vertically and fixedly welded at the top end of the positioning steel plate, and the two limiting columns are respectively positioned at two sides of the closed stirrup.
Through adopting above-mentioned technical scheme, can adopt two spacing posts of welding to fix a position.
Preferably, the limiting column is a square rod.
By adopting the technical scheme, the contact surface between the square rod and the closed stirrup is large, and the positioning effect is good.
Preferably, the limiting column is a square tube.
By adopting the technical scheme, the square tube and the positioning steel plate are good in connection stability, material is saved, and the weight is light.
Preferably, the positioning piece is provided with two positions on three sides of the closed stirrup.
By adopting the technical scheme, the precision can be further ensured.
Preferably, the positioning piece is in a U-shaped column shape, and the closed stirrups are located in the groove of the positioning piece and attached to two sides of the positioning piece.
Through adopting above-mentioned technical scheme, the setting element is convenient with being connected of location steel sheet.
Preferably, the thickness of the positioning steel plate is 5 mm.
By adopting the technical scheme, the positioning requirement can be met.
The beneficial effects of the utility model are embodied in: to the regional cast-in-place reinforcing bar of assembled structure conversion layer hidden column, through the setting of positioning steel plate, utilize the position distance of setting element and vertical reinforcing bar, ensure to wear to establish the accuracy of the downthehole vertical reinforcing bar of reinforcing bar on the positioning steel plate for follow-up vertical prefabricated component can be quick accurate completion hoist and mount, when shortening construction period, can improve prefabricated component's installation accuracy again, simple structure is reasonable, circulated use, economical and practical.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
Fig. 1 is an installation schematic diagram of a first embodiment of the present invention;
fig. 2 is a schematic structural diagram of a first embodiment of the present invention;
fig. 3 is a schematic structural diagram of a second embodiment of the present invention;
fig. 4 is a schematic structural diagram of a third embodiment of the present invention;
fig. 5 is a schematic structural diagram of a fourth embodiment of the present invention.
Reference numerals: 1. positioning a steel plate; 2. prefabricating wall components; 3. a closed stirrup; 4. bolt holes; 5. a support bolt; 6. vibrating the hole; 7. vertical reinforcing steel bars; 8. a positioning member.
Detailed Description
The technical solutions of the present invention are described in detail below by way of examples, which are only exemplary and can be used only for explaining and explaining the technical solutions of the present invention, but not for explaining the limitations of the technical solutions of the present invention.
Referring to fig. 1 and 2, an assembled structure hidden column area positioning steel plate 1 includes a positioning steel plate 1, the positioning steel plate 1 is disposed at the bottom of a cast-in-place side of a prefabricated wall member 2, the positioning steel plate 1 is transversely disposed, a cast-in-place end of the prefabricated wall member 2 has a closed stirrup 3, the positioning steel plate 1 is wider than the prefabricated wall member 2 and longer than the closed stirrup 3 by an extending length, bolt holes 4 are respectively formed at four corners of the positioning steel plate 1, support bolts 5 are disposed in the bolt holes 4, supporting nuts are respectively mounted at the connection positions of the support bolts 5 and the upper and lower surfaces of the positioning steel plate 1, a vibrating hole 6 is formed in the middle of the positioning steel plate 1, the vibrating hole 6 is used for effectively discharging gas in a casting process, a plurality of reinforcing steel bar holes are formed between the vibrating hole 6 and the bolt holes 4, in the four positions in this embodiment, vertical reinforcing steel bars 7 penetrate through the, the positioning piece 8 extends to the two horizontal sides of the closed stirrup 3.
To the regional cast-in-place reinforcing bar of assembled structure conversion layer hidden column, through the setting of positioning steel plate 1, utilize the position distance of setting element 8 and vertical reinforcing bar 7, ensure to wear to establish the accuracy of the downthehole vertical reinforcing bar 7 of reinforcing bar on positioning steel plate 1 for follow-up vertical prefabricated component can be quick accurate completion hoist and mount, when shortening construction period, can improve prefabricated component's installation accuracy again.
The height of the positioning piece 8 is larger than the distance between the two adjacent closed stirrups 3, the positioning piece 8 can be attached to the two closed stirrups 3, and the positioning effect is better. The setting element 8 sets up at trilateral of the stirrup 3 that closes, and trilateral all sets up the setting element 8, and location precision and accuracy are better. The thickness of the positioning steel plate 1 is 5mm, and the positioning requirement can be met.
The concrete construction steps are that the positioning steel plate 1 at the hidden column position is processed in advance according to construction drawing data, a rib hole and a welding positioning piece 8 are formed in the positioning steel plate 1 according to a positioning point of a vertical steel bar 7 at the hidden column position of a conversion layer, a supporting bolt 5 is placed on a concrete pouring surface, the bottom surface of the positioning steel plate 1 and a concrete structure finishing surface are at the same height, and the positioning steel plate 1 is cleaned and stored uniformly after being used, so that the positioning steel plate is convenient to recycle.
Example one
As shown in fig. 1 and 2, the positioning member 8 includes two limiting posts vertically fixed and welded on the top end of the positioning steel plate 1, the two limiting posts are respectively located on two sides of the closed stirrup 3, and two limiting posts can be welded for positioning. The limiting column is a square rod, the contact surface of the square rod and the closed stirrup 3 is large, and the positioning effect is good.
Example two
As shown in fig. 3, the difference from the first embodiment is that the limiting column is a square tube, and the square tube has better connection stability with the positioning steel plate 1, and saves materials and is light.
EXAMPLE III
As shown in fig. 4, the difference from the first embodiment is that the positioning member 8 is provided with two or more positions on three sides of the closed stirrup 3, so that the accuracy can be further ensured.
Example four
As shown in fig. 5, the difference from the first embodiment is that the positioning member 8 is in a U-shaped column shape, the closed stirrup 3 is located in the groove of the positioning member 8 and attached to two sides of the positioning member 8, and the positioning member 8 is conveniently connected to the positioning steel plate 1.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.
Claims (9)
1. Regional location steel sheet of assembled structure hidden column, its characterized in that: including positioning steel plate (1), positioning steel plate (1) sets up in the cast-in-place side bottom portion of prefabricated wall body component (2), and positioning steel plate (1) transversely sets up, and the cast-in-place end of prefabricated wall body component (2) has closed stirrup (3), bolt hole (4) have been seted up respectively in the four corners of positioning steel plate (1), be provided with in bolt hole (4) supporting bolt (5), open at the middle part on positioning steel plate (1) and vibrate hole (6), vibrate and be provided with a plurality of reinforcing bar holes between hole (6) and bolt hole (4), wear to establish vertical reinforcing bar (7) in the reinforcing bar hole, positioning steel plate (1) top is still fixed and is provided with a plurality of setting elements (8), setting element (8) extend the horizontal both sides of closed stirrup (3).
2. The fabricated structure dark column area positioning steel plate of claim 1, wherein: the height of the positioning piece (8) is larger than the distance between two adjacent closed stirrups (3).
3. The fabricated structure dark column area positioning steel plate of claim 1, wherein: the positioning piece (8) is arranged on three sides of the closed stirrup (3).
4. The fabricated structure dark column area positioning steel plate of claim 1, wherein: the positioning piece (8) comprises two limiting columns which are vertically and fixedly welded at the top end of the positioning steel plate (1), and the two limiting columns are respectively positioned at two sides of the closed stirrup (3).
5. The fabricated structure dark column area positioning steel plate according to claim 4, wherein: the limiting column is a square rod.
6. The fabricated structure dark column area positioning steel plate according to claim 4, wherein: the limiting column is a square tube.
7. The fabricated structure dark column area positioning steel plate according to claim 2, wherein: the positioning piece (8) is provided with two positions on three sides of the closed stirrup (3).
8. The fabricated structure dark column area positioning steel plate of claim 1, wherein: the positioning piece (8) is in a U-shaped column shape, and the closed stirrups (3) are positioned in the groove of the positioning piece (8) and attached to the two sides of the positioning piece (8).
9. The fabricated structure dark column area positioning steel plate of claim 1, wherein: the thickness of the positioning steel plate (1) is 5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021389986.3U CN213062994U (en) | 2020-07-15 | 2020-07-15 | Assembled structure hidden column area positioning steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021389986.3U CN213062994U (en) | 2020-07-15 | 2020-07-15 | Assembled structure hidden column area positioning steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213062994U true CN213062994U (en) | 2021-04-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021389986.3U Active CN213062994U (en) | 2020-07-15 | 2020-07-15 | Assembled structure hidden column area positioning steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213062994U (en) |
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2020
- 2020-07-15 CN CN202021389986.3U patent/CN213062994U/en active Active
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