CN211646749U - Embedded steel bar inserting component for constructional column - Google Patents
Embedded steel bar inserting component for constructional column Download PDFInfo
- Publication number
- CN211646749U CN211646749U CN201922069081.1U CN201922069081U CN211646749U CN 211646749 U CN211646749 U CN 211646749U CN 201922069081 U CN201922069081 U CN 201922069081U CN 211646749 U CN211646749 U CN 211646749U
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- Prior art keywords
- reinforcing bar
- steel bars
- crossbearer
- bar
- cross frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 74
- 239000010959 steel Substances 0.000 title claims abstract description 74
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 95
- 238000003466 welding Methods 0.000 claims abstract description 42
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 14
- 238000005266 casting Methods 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 description 1
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Natural products OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to the technical field of building elements, especially, relate to a pre-buried inserted bar component of constructional column, it includes first crossbearer reinforcing bar, second crossbearer reinforcing bar, first U type reinforcing bar and second U type reinforcing bar, the both ends of first crossbearer reinforcing bar weld respectively in the left interior apex angle of first U type reinforcing bar, the left interior apex angle of second U type reinforcing bar, the both ends of second crossbearer reinforcing bar weld respectively in the right interior apex angle of first U type reinforcing bar, the right interior apex angle of second U type reinforcing bar, first U type reinforcing bar, second U type reinforcing bar all are provided with base rib portion and two side rib portions, still include the auxiliary weld spare, the auxiliary weld spare is provided with welding plate portion and half pipe portion, still include the board template; still include the board reinforcing bar net and tie up the steel wire, first crossbearer reinforcing bar, second crossbearer reinforcing bar are connected with the board reinforcing bar net through tying up the steel wire. The utility model discloses a pre-buried joint bar component of constructional column is connected the steadiness height with the basal plane.
Description
Technical Field
The utility model relates to a building element technical field especially relates to a pre-buried joint bar component of constructional column.
Background
In building construction, the construction of constructional column steel bars has been a great difficulty in construction. Generally, a foundation surface such as a concrete foundation is poured in advance, several vertical reinforcing steel bars in the foundation surface are reserved as joint reinforcing steel bars of the constructional column, and a single constructional column reinforcing steel bar is welded to the joint reinforcing steel bars. Therefore, it is necessary to provide a constructional column embedded steel bar member with high connection stability with the foundation surface.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a pre-buried dowel steel component of constructional column to prior art's not enough, it is high with the stability of being connected of basal plane.
In order to achieve the above object, the utility model discloses a pre-buried joint bar component of constructional column, including first crossbearer reinforcing bar, second crossbearer reinforcing bar, first U type reinforcing bar and second U type reinforcing bar are arranged in parallel, first U type reinforcing bar and second U type reinforcing bar all are provided with left interior apex angle, right interior apex angle, the both ends of first crossbearer reinforcing bar weld respectively in the left interior apex angle of first U type reinforcing bar, the left interior apex angle of second U type reinforcing bar, the both ends of second crossbearer reinforcing bar weld respectively in the right interior apex angle of first U type reinforcing bar, the right interior apex angle of second U type reinforcing bar, two crossbearer reinforcing bars are arranged in parallel each other; the first U-shaped steel bar and the second U-shaped steel bar are both provided with a bottom edge rib part and two side edge rib parts, and the two side edge rib parts are arranged at two ends of the bottom edge rib part; the auxiliary welding part is provided with a welding plate part and a half pipe part, the half pipe part is arranged at the upper end of the welding plate part, the half pipe part is sleeved on the bottom edge rib part, and the side edge of the welding plate part is welded on the side edge rib part; the template is provided with a through hole, and the side rib part is inserted into the through hole; still include the board reinforcing bar net and tie up the steel wire, first crossbearer reinforcing bar, second crossbearer reinforcing bar are connected with the board reinforcing bar net through tying up the steel wire.
Further, the welding plate portion is provided with dodges the hole, dodges the hole and is provided with a breach, and first crossbearer reinforcing bar wears to locate to dodge the hole, first crossbearer reinforcing bar with dodge the hole welding.
Furthermore, the distance between the first cross frame steel bar and the second cross frame steel bar is equal to the distance between the first U-shaped steel bar and the second U-shaped steel bar.
Further, the half pipe part is welded to the bottom rib part.
Furthermore, the thickness of the welding plate part is 0.2-0.5 times of the diameter of the bottom rib part.
Further, still include the concrete placement body, the outside at first crossbearer reinforcing bar, second crossbearer reinforcing bar and board reinforcing bar net is covered to the concrete placement body.
The utility model has the advantages that: the utility model discloses a pre-buried dowel steel component of constructional column, first U shaped steel muscle and second U shaped steel muscle are tied up through tying up the steel wire and being connected through first crossbearer reinforcing bar, second crossbearer reinforcing bar and board reinforcing bar net as the constructional column reinforcing bar, earlier with first crossbearer reinforcing bar, second crossbearer steel bar welding back, and board reinforcing bar net is as the foundation face reinforcing bar, the utility model discloses a pre-buried dowel steel component of constructional column is connected the steadiness height with the foundation face. The utility model discloses a pre-buried joint bar component of constructional column, the interior apex angle of first U type reinforcing bar and the easy long-pending welding of first crossbearer steel bar welding department, the welding is firm, and easily keeps the relative position of first crossbearer steel bar welding and first U type reinforcing bar during the welding, easily welds.
Drawings
Fig. 1 is a schematic perspective view of the hidden concrete structure of the present invention.
Fig. 2 is a schematic perspective view of the present invention.
Fig. 3 is the utility model discloses a spatial structure schematic diagram of first crossbearer reinforcing bar, second U type reinforcing bar.
Fig. 4 is a schematic perspective view of an auxiliary welding part of the present invention.
The reference numerals include:
11-first cross frame steel bar 12-second cross frame steel bar
21-first U-shaped steel bar 22-second U-shaped steel bar
31-left inner vertex angle 32-right inner vertex angle
4-auxiliary welding parts
41-welding plate part 42-half pipe part 43-avoiding hole
51-bottom edge rib part 52-side edge rib part
6-plate template
7-plate reinforcing mesh
8-bundling steel wire
And 9, pouring concrete.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1-4, the utility model discloses a pre-buried joint bar component of constructional column, including first crossbearer reinforcing bar 11, second crossbearer reinforcing bar 12, first U shaped reinforcing bar 21 and second U shaped reinforcing bar 22, first U shaped reinforcing bar 21 and the parallel arrangement of second U shaped reinforcing bar 22, first U shaped reinforcing bar 21 and second U shaped reinforcing bar 22 all are provided with left inner vertex angle 31, right inner vertex angle 32, the both ends of first crossbearer reinforcing bar 11 weld respectively in left inner vertex angle 31 of first U shaped reinforcing bar 21, the left inner vertex angle 31 of second U shaped reinforcing bar 22, the both ends of second crossbearer reinforcing bar 12 weld respectively in right inner vertex angle 32 of first U shaped reinforcing bar 21, the right inner vertex angle 32 of second U shaped reinforcing bar 22, two crossbearer reinforcing bars are parallel arrangement each other; the first U-shaped steel bar 21 and the second U-shaped steel bar 22 are both provided with a bottom rib part 51 and two side rib parts 52, and the two side rib parts 52 are arranged at two ends of the bottom rib part 51; the auxiliary welding part 4 is provided with a welding plate part 41 and a half pipe part 42, the half pipe part 42 is arranged at the upper end of the welding plate part 41, the half pipe part 42 is sleeved on the bottom rib part 51, and the side edge of the welding plate part 41 is welded on the side rib part 52; the plate template 6 is further included, the plate template 6 is provided with a through hole, and the side rib part 52 is inserted into the through hole; still include board reinforcing bar net 7 and tie up the steel wire 8, first crossbearer reinforcing bar 11, second crossbearer reinforcing bar 12 are connected with board reinforcing bar net 7 through tying up steel wire 8. The utility model discloses a pre-buried dowel steel component of constructional column, first U type reinforcing bar 21 and second U type reinforcing bar 22 are as the constructional column reinforcing bar, earlier with first crossbearer reinforcing bar 11, second crossbearer reinforcing bar 12 welding back, tie up through tying up steel wire 8 with plate reinforcement net 7 through first crossbearer reinforcing bar 11, second crossbearer reinforcing bar 12 and be connected, plate reinforcement net 7 is as the foundation face reinforcing bar, the utility model discloses a pre-buried dowel steel component of constructional column, it is high to be connected the steadiness with the foundation face.
When the first cross frame steel bar 11, the second cross frame steel bar 12, the second U-shaped steel bar 22 and the second U-shaped steel bar 22 are welded, the half pipe portion 42 can be sleeved on the bottom side rib portion 51, meanwhile, the side edge of the welding plate portion 41 is attached to the side edge rib portion 52, a space for penetrating the first cross frame steel bar 11 is reserved between the welding plate portion 41 and the left inner top corner 31 of the first U-shaped steel bar 21, the side edge of the welding plate portion 41 is welded on the side edge rib portion 52, then the first cross frame steel bar 11 is penetrated in the space between the welding plate portion 41 and the left inner top corner 31, and then the first cross frame steel bar 11 is welded on the left inner top corner 31 of the first U-shaped steel bar 21; the second cross member reinforcing bars 12 may be welded to the left and right inner apexes 31 and 32 in the same manner. The utility model discloses a pre-buried dowel steel component of constructional column, the easy long-pending welding of interior apex angle and the 11 welding departments of first crossbearer reinforcing bar of first U type reinforcing bar 21, the welding is firm, and easily keeps first crossbearer reinforcing bar 11 to weld with the relative position of first U type reinforcing bar 21 during the welding, easily welds.
Further, welding plate portion 41 is provided with dodges the hole 43, dodges the hole 43 and is provided with a breach, and first crossbearer reinforcing bar 11 wears to locate dodges the hole 43, first crossbearer reinforcing bar 11 with dodge the hole 43 welding. The utility model discloses a pre-buried dowel component of constructional column keeps away hole 43 and easily wears to establish first crossbearer reinforcing bar 11, the utility model discloses a pre-buried dowel component of constructional column easily keeps first crossbearer reinforcing bar 11 and first U type reinforcing bar 21's relative position, easily welds.
Further, the distance between the first cross frame steel bar 11 and the second cross frame steel bar 12 is equal to the distance between the first U-shaped steel bar 21 and the second U-shaped steel bar 22. The utility model discloses a pre-buried dowel steel component of constructional column, the symmetry is good, and the constructional column mechanical properties who pours is good.
Further, the half tube portion 42 is welded to the bottom bead portion 51. The utility model discloses a pre-buried dowel steel component of constructional column, supplementary welding 4 is connected firmly with base muscle portion 51, has improved the utility model discloses a pre-buried dowel steel component's of constructional column steadiness.
Further, the thickness of the welding plate part 41 is 0.2 to 0.5 times the diameter of the bottom rib part 51. The utility model discloses a pre-buried joint bar component of constructional column, the welding is firm, is difficult for appearing the rosin joint.
Furthermore, the concrete casting structure further comprises a concrete casting body 9, and the concrete casting body 9 is coated outside the first cross frame reinforcing steel bars 11, the second cross frame reinforcing steel bars 12 and the plate reinforcing steel bar net 7. The utility model discloses a pre-buried joint bar component of constructional column, concrete casting 9 can regard as independent basal plane, the utility model discloses a pre-buried joint bar component of constructional column can be with concrete casting 9 embedding in other concrete or soil property ground for first U type reinforcing bar 21 and second U type reinforcing bar 22 can be used to fix shaft-like thing or the component that other vertical directions extend.
In conclusion, the present invention has the above-mentioned excellent characteristics, so that it can be used to enhance the effectiveness of the prior art and has practicability, and thus it is a product with practical value.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.
Claims (6)
1. The utility model provides a pre-buried dowel steel component of constructional column which characterized in that: the steel bar fixing device comprises first cross frame steel bars (11), second cross frame steel bars (12), first U-shaped steel bars (21) and second U-shaped steel bars (22), wherein the first U-shaped steel bars (21) and the second U-shaped steel bars (22) are arranged in parallel, the first U-shaped steel bars (21) and the second U-shaped steel bars (22) are respectively provided with a left inner vertex angle (31) and a right inner vertex angle (32), two ends of the first cross frame steel bars (11) are respectively welded to the left inner vertex angle (31) of the first U-shaped steel bars (21) and the left inner vertex angle (31) of the second U-shaped steel bars (22), two ends of the second cross frame steel bars (12) are respectively welded to the right inner vertex angle (32) of the first U-shaped steel bars (21) and the right inner vertex angle (32) of the second U-shaped steel bars (22), and the two cross frame steel bars are arranged in; the first U-shaped steel bar (21) and the second U-shaped steel bar (22) are respectively provided with a bottom rib part (51) and two side rib parts (52), and the two side rib parts (52) are arranged at two ends of the bottom rib part (51);
the auxiliary welding part (4) is provided with a welding plate part (41) and a half pipe part (42), the half pipe part (42) is arranged at the upper end of the welding plate part (41), the half pipe part (42) is sleeved on the bottom rib part (51), and the side edge of the welding plate part (41) is welded on the side rib part (52);
the plate template (6) is provided with a through hole, and the side rib part (52) is inserted into the through hole;
still include board reinforcing bar net (7) and tie up steel wire (8), first crossbearer reinforcing bar (11), second crossbearer reinforcing bar (12) are connected with board reinforcing bar net (7) through tying up steel wire (8).
2. The embedded dowel member of claim 1, wherein: welding plate portion (41) are provided with dodge hole (43), dodge hole (43) and be provided with a breach, and first crossbearer reinforcing bar (11) are worn to locate and are dodged hole (43), first crossbearer reinforcing bar (11) with dodge hole (43) welding.
3. The embedded dowel member of claim 1, wherein: the distance between the first cross frame reinforcing steel bars (11) and the second cross frame reinforcing steel bars (12) is equal to the distance between the first U-shaped reinforcing steel bars (21) and the second U-shaped reinforcing steel bars (22).
4. The embedded dowel member of claim 1, wherein: the half pipe part (42) is welded to the bottom rib part (51).
5. The embedded dowel member of claim 1, wherein: the thickness of the welding plate part (41) is 0.2-0.5 times of the diameter of the bottom rib part (51).
6. The embedded dowel member of claim 1, wherein: the concrete-filled steel plate is characterized by further comprising a concrete casting body (9), wherein the concrete casting body (9) is coated outside the first cross frame reinforcing steel bars (11), the second cross frame reinforcing steel bars (12) and the plate reinforcing steel net (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922069081.1U CN211646749U (en) | 2019-11-27 | 2019-11-27 | Embedded steel bar inserting component for constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922069081.1U CN211646749U (en) | 2019-11-27 | 2019-11-27 | Embedded steel bar inserting component for constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211646749U true CN211646749U (en) | 2020-10-09 |
Family
ID=72693316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922069081.1U Active CN211646749U (en) | 2019-11-27 | 2019-11-27 | Embedded steel bar inserting component for constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211646749U (en) |
-
2019
- 2019-11-27 CN CN201922069081.1U patent/CN211646749U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20240314 Granted publication date: 20201009 |