CN212406117U - Structural reversed beam positioning and reinforcing device - Google Patents
Structural reversed beam positioning and reinforcing device Download PDFInfo
- Publication number
- CN212406117U CN212406117U CN202020914344.4U CN202020914344U CN212406117U CN 212406117 U CN212406117 U CN 212406117U CN 202020914344 U CN202020914344 U CN 202020914344U CN 212406117 U CN212406117 U CN 212406117U
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 7
- 238000007493 shaping process Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a structure reversed beam positioning and reinforcing device, which comprises a structure floor slab and a structure reversed beam connected with the structure floor slab into a whole, wherein beam side templates are symmetrically arranged on two sides of the structure reversed beam, L-shaped supports are symmetrically arranged on the two side beam side templates, each L-shaped support consists of a horizontal rod and a vertical rod vertically welded on the horizontal rod, a first through hole is arranged on the vertical rod, the vertical rods of the L-shaped supports on two sides are fixed on the structure reversed beam after passing through the first through hole through a split bolt, and the horizontal rod is in contact with the surface of the structure floor slab; the utility model discloses an it is fixed to adopt template and welding steel frame in structure floor and structure back beam handing-over department structure back beam side, solves the inaccurate and poor problem of shaping effect of structure back beam location, and it is extravagant to reduce the loss of material simultaneously, has guaranteed the reinforcement requirement of structure back beam, strengthens the anti-wholeness of bank and the structure floor of structure simultaneously, guarantees the construction quality of structure back beam.
Description
Technical Field
The utility model relates to a structure is turned over roof beam location reinforcing apparatus belongs to construction technical field.
Background
At present, the construction technology of the structural reversed beam positioning and reinforcing device is not mature, the construction technology of a conventional reversed beam reinforcing system of a steel pipe inclined strut is adopted, and the integral forming effect and the forming quality of the structural reversed beam are difficult to ensure under the condition of concrete pouring and vibrating; meanwhile, the conventional reinforcing system of the structural reversed beam easily causes material waste and cannot be used in a turnover manner.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a simple structure, simple to operate, the firm structure lintel location reinforcing apparatus of structure to solve the problem that structure lintel shaping effect and shaping quality are difficult to guarantee, guaranteed simultaneously that the structure lintel location is accurate and difficult off normal, the whole set of reinforcement system in later stage can have enough to meet the need moreover, reaches the effect that reduces cost and increase effect.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a kind of structure is turned over the roof beam and positioned the reinforcing apparatus, including the structural floor and is connected the structural back roof beam as an organic whole with the structural floor, there are side beam templates symmetrically on both sides of the structural back roof beam, there are "L" type supports symmetrically on the side beam template of both sides, the said "L" type support is formed by horizontal bar and montant welded on horizontal bar perpendicularly, equip with the first through hole on the montant, the montant of the "L" type support of both sides is fixed on the structural back roof beam after passing the first through hole through the split bolt, and the horizontal bar contacts with surface of the structural floor, equip with locating hole and second through hole on the horizontal bar; two pairs of hollow plastic fixtures are pre-buried on two sides of a structural reversed beam on a structural floor slab respectively, plastic sleeves are pressed into the two plastic fixtures on the outer side and are in threaded connection with screw rods, the upper ends of the screw rods penetrate through second through holes in the horizontal rods and then are fixed through nuts, reinforcing steel bar heads are inserted into the two plastic fixtures on the inner side, and the upper ends of the reinforcing steel bar heads are inserted into positioning holes in the lower part of the L-shaped support.
Further, the outer end of the horizontal rod is provided with a reserved section, the vertical rod is welded on the inner side of the reserved section, and the length of the reserved section is equal to the thickness of the beam side template.
Furthermore, an inclined strut is welded between the horizontal rod and the vertical rod.
Since the technical scheme is used, the utility model discloses an advantage has below: the utility model discloses an it is fixed to adopt template and welding steel frame in structure floor and structure back beam handing-over department structure back beam side, solves the inaccurate and poor problem of shaping effect of structure back beam location, and it is extravagant to reduce the loss of material simultaneously, has guaranteed the reinforcement requirement of structure back beam, strengthens the anti-wholeness of bank and the structure floor of structure simultaneously, guarantees the construction quality of structure back beam.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a structural schematic diagram of an L-shaped bracket.
Description of reference numerals: 1-structural reversed beam; 2-beam side form; 3-plastic sleeve; 4-a plastic fixer; 5-a screw; 6-a nut; 7-split bolts; 8- "L" shaped stent; 9-reinforcing steel bar heads; 10-structural floor slab; 11-a plate bottom template; 12-a second via; 13-a vertical rod; 14-horizontal bar; 15-diagonal bracing; 16-positioning holes; 17-a reserved section; 18-first via.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The embodiment of the utility model provides a: referring to fig. 1-2, a structural reversed beam positioning and reinforcing device comprises a structural floor slab 10 and a structural reversed beam 1 connected with the structural floor slab 10 into a whole, beam side templates 2 are symmetrically arranged on two sides of the structural reversed beam 1, L-shaped supports 8 are symmetrically arranged on the two side beam side templates 2, each L-shaped support 8 is composed of a horizontal rod 14 and a vertical rod 13 vertically welded on the horizontal rod 14, and an inclined strut 15 is welded between the horizontal rod 14 and the vertical rod 13. The vertical rods 13 are provided with first through holes 18, the vertical rods 13 of the L-shaped brackets 8 at two sides are fixed on the structural reversed beam 1 after penetrating through the first through holes 18 through split bolts 7, the horizontal rods 14 are in contact with the surface of the structural floor slab 10, and the horizontal rods 14 are provided with positioning holes 16 and second through holes 12; two pairs of hollow plastic fixtures 4 are pre-buried in two sides of a structural reversed beam 1 on a structural floor slab 10 respectively, plastic sleeves 3 are pressed into the two plastic fixtures 4 on the outer side, the plastic sleeves 3 are in threaded connection with screws 5, the upper ends of the screws 5 penetrate through second through holes 12 in horizontal rods 14 and then are fixed through nuts 6, reinforcing steel bar heads 9 are inserted into the two plastic fixtures 4 on the inner side, and the upper ends of the reinforcing steel bar heads 9 are inserted into positioning holes 16 in the lower portion of an L-shaped support 8. The outer end of the horizontal rod 14 is provided with a reserved section 17, the vertical rod 13 is welded on the inner side of the reserved section 17, the length of the reserved section 17 is equal to the thickness of the beam side template 2, the beam side template 2 can be installed on the reserved section 17, the vertical rod 13 of the L-shaped support 8 can be completely supported on the beam side template 2, and the forming quality of the concrete of the inverted beam 1 of the structure is improved.
During construction, firstly, two pairs of hollow plastic fixtures 4 are respectively embedded on a bottom template 11 of a structural floor slab 10 and positioned at two sides of a structural reversed beam 1, plastic sleeves 3 are pressed into the two plastic fixtures 4 at the outer side, the plastic sleeves 3 are in threaded connection with screws 5, and reinforcing steel bar heads 9 are inserted into the two plastic fixtures 4 at the inner side; at this time, two L-shaped brackets 8 are symmetrically arranged on two sides of the structural reversed beam 1, the upper ends of the reinforcing steel bar heads 9 are inserted into positioning holes 16 of horizontal rods 14 of the L-shaped brackets 8, then vertical rods 13 of the L-shaped brackets 8 on two sides are fixed on the structural reversed beam 1 after penetrating through first through holes 18 through split bolts 7, the horizontal rods 14 of the L-shaped brackets 8 are in contact with the surface of a structural floor slab 10, and the upper ends of screws 5 penetrate through second through holes 12 in the horizontal rods 14 and then are fixed through nuts 6.
The utility model discloses it is fixed to adopt roof beam side template 2 and "L" type support 8 in 1 both sides of structure anti-roof beam, solves 1 location of structure anti-roof beam and the poor problem of shaping effect, and it is extravagant to reduce the loss of material simultaneously, has guaranteed 1's of structure anti-roof beam reinforcement requirement, strengthens 1 and 10's of structure anti-roof beam wholeness of structure simultaneously, guarantees 1's of structure anti-roof beam construction quality.
Claims (3)
1. The utility model provides an anti-roof beam location reinforcing apparatus of structure, includes structural floor (10) and is connected anti-roof beam (1) of structure as an organic whole with structural floor (10), its characterized in that: the beam side templates (2) are symmetrically arranged on two sides of the structural reversed beam (1), the L-shaped supports (8) are symmetrically arranged on the beam side templates (2) on the two sides, each L-shaped support (8) is composed of a horizontal rod (14) and a vertical rod (13) vertically welded on the horizontal rod (14), a first through hole (18) is formed in each vertical rod (13), the vertical rods (13) of the L-shaped supports (8) on the two sides are fixed on the structural reversed beam (1) after penetrating through the first through holes (18) through split bolts (7), the horizontal rods (14) are in contact with the surface of the structural floor slab (10), and positioning holes (16) and second through holes (12) are formed in the horizontal rods (14); two pairs of hollow plastic fixing devices (4) are pre-buried in two sides of a structural reversed beam (1) on a structural floor slab (10), plastic sleeves (3) are pressed into the two plastic fixing devices (4) on the outer side, the plastic sleeves (3) are in threaded connection with screws (5), the upper ends of the screws (5) are fixed through nuts (6) after penetrating through second through holes (12) in horizontal rods (14), reinforcing steel bar heads (9) are inserted into the two plastic fixing devices (4) on the inner side, and the upper ends of the reinforcing steel bar heads (9) are inserted into positioning holes (16) in the lower portion of an L-shaped support (8).
2. The structural inverted beam positioning and reinforcing device according to claim 1, wherein: the outer end of the horizontal rod (14) is provided with a reserved section (17), the vertical rod (13) is welded on the inner side of the reserved section (17), and the length of the reserved section (17) is equal to the thickness of the beam side template (2).
3. The structural inverted beam positioning and reinforcing device according to claim 1, wherein: and an inclined strut (15) is welded between the horizontal rod (14) and the vertical rod (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020914344.4U CN212406117U (en) | 2020-05-27 | 2020-05-27 | Structural reversed beam positioning and reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020914344.4U CN212406117U (en) | 2020-05-27 | 2020-05-27 | Structural reversed beam positioning and reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212406117U true CN212406117U (en) | 2021-01-26 |
Family
ID=74404138
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020914344.4U Withdrawn - After Issue CN212406117U (en) | 2020-05-27 | 2020-05-27 | Structural reversed beam positioning and reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212406117U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502266A (en) * | 2020-05-27 | 2020-08-07 | 中建四局第六建筑工程有限公司 | Structural reversed beam positioning and reinforcing device and reinforcing method |
-
2020
- 2020-05-27 CN CN202020914344.4U patent/CN212406117U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502266A (en) * | 2020-05-27 | 2020-08-07 | 中建四局第六建筑工程有限公司 | Structural reversed beam positioning and reinforcing device and reinforcing method |
| CN111502266B (en) * | 2020-05-27 | 2024-09-20 | 中建四局第六建筑工程有限公司 | Positioning and reinforcing device and reinforcing method for structural inverted beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 230000 Zhongjian building at the intersection of Tongling Road and Heping Road, Yaohai District, Hefei City, Anhui Province Patentee after: No 6 Construction Co.,Ltd. of China Construction Fourth Engineering Bureau Patentee after: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD. Address before: 510665 4th floor, block B, Guangzhou information port, 16 Keyun Road, Tianhe District, Guangzhou City, Guangdong Province Patentee before: CHINA CONSTRUCTION 4TH ENGINEERING BUREAU, 6TH Co.,Ltd. Patentee before: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD. |
|
| CP03 | Change of name, title or address | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20210126 Effective date of abandoning: 20240920 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20210126 Effective date of abandoning: 20240920 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |