CN210976346U - Shaped steel beam and steel bar binding and shaping support - Google Patents
Shaped steel beam and steel bar binding and shaping support Download PDFInfo
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- CN210976346U CN210976346U CN201921854821.6U CN201921854821U CN210976346U CN 210976346 U CN210976346 U CN 210976346U CN 201921854821 U CN201921854821 U CN 201921854821U CN 210976346 U CN210976346 U CN 210976346U
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Abstract
The utility model provides a shaped steel roof beam reinforcement regularization support system, including beam-bottom reinforcement regularization support, shaped steel roof beam border reinforcement regularization support and beam column reinforcement overlap joint area notch fixture, beam-bottom reinforcement regularization support is including not tearing open regularization support and removable regularization support, shaped steel roof beam border reinforcement regularization support is fixed on the scaffold frame, sets up bolt, triangle gusset plate, shaped steel roof beam longitudinal reinforcement, concrete column reinforcing bar are through taking notch fixture overlap joint ligature, the utility model relates to a shaped steel roof beam reinforcement regularization support system can realize the quick ligature of shaped steel roof beam reinforcing bar, the quick overlap joint ligature of beam column reinforcing bar, improves the efficiency of construction, has better economic and technical benefit.
Description
Technical Field
The utility model relates to a reinforcement regularization support system, in particular to shaped steel roof beam reinforcement regularization support system.
Background
The steel reinforced concrete structure is a combined structure of internal profile steel, integrates the characteristics of a reinforced concrete structure and a steel structure, can fully exert the advantages of respective materials of the steel structure and the reinforced concrete structure, has the advantages of high bearing capacity, good ductility, excellent earthquake resistance and the like, becomes an important research direction in the field of structural engineering, and is widely applied to engineering construction.
In actual construction, the shaped steel beam main reinforcement is the major diameter reinforcing bar, and single weight is great, and the bottom of the beam reinforcing bar of shaped steel roof beam and the reinforcement binding all around the roof beam are comparatively difficult, when carrying out the bottom reinforcement group of shaped steel roof beam, if the bottom of the beam reinforcing bar binding is not good, easily in concrete placement, the engineering of vibrating, the reinforcing bar position leads to the fact unordered removal because of not fixed, probably is not conform to the position of design requirement, seriously loses the bending resistance of component. In addition, the quality of steel bar binding in the core area of the combined joint of the steel reinforced concrete beam and the steel reinforced concrete column directly influences the safety of the whole structure, and is the key point of construction control.
In view of this, in order to improve the construction quality of section steel beam reinforcement, the invention of a simple and effective section steel beam reinforcement sizing bracket system is urgently needed, and the construction quality and the construction efficiency of section steel beam reinforcement are improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an efficient shaped steel roof beam reinforcing bar ligature fast, the quick overlap joint ligature system of beam column reinforcing bar has better technical and economic benefits.
The utility model provides a reinforcement regularization support system, include:
the beam column reinforcing steel bar binding device comprises a non-detachable stereotyped support, a beam periphery reinforcing steel bar support and a clamp with a notch, wherein the non-detachable stereotyped support and the detachable stereotyped support are used for binding and fixing beam bottom reinforcing steel bars, the beam periphery reinforcing steel bar support is used for binding and fixing beam periphery reinforcing steel bars, and the clamp with the notch is used for binding beam column reinforcing steel bars;
the non-dismantling regularization support comprises a vertical rod, a clamp and a cross rod; at least two vertical rods are vertically erected on the cross rod at intervals, and the clamp is arranged at the position where the vertical rods are connected with the cross rod and clamps the vertical rods;
the detachable sizing support comprises vertical rods, clamping devices, transverse rods and transverse plates, wherein at least two vertical rods are vertically erected on the transverse rods at intervals;
the beam-surrounding reinforcing steel bar support is fixed on the scaffold and consists of a cross bar and a vertical bar, the cross bar and the vertical bar are vertically connected, and the section steel beam-surrounding reinforcing steel bars are bound on the cross bar of the beam-surrounding reinforcing steel bar support;
and longitudinal steel bars of the section steel beam and steel bars of the concrete column are bound and fixed by a fixture with a notch.
In some embodiments, in the non-demolition stylized form, the sill bar is disposed on a cross bar and between two spaced apart vertical bars.
In some embodiments, in the detachable sizing bracket, the bottom beam steel bars are arranged on the cross rods (3) and clamped at the positions of the clamping devices, and the bottom beam steel bars are arranged on the cross plates.
In some embodiments, the cross-bar and vertical bar are connected by bolts.
In some embodiments, the two slotted clamps are bolted together with a rebar lap clamp.
In some embodiments, in the beam-surrounding steel bar support, the triangular reinforcing plate is arranged at the joint position of the cross bar and the vertical bar at the top of the beam-surrounding steel bar support for reinforcement.
In some embodiments, the non-detatchable styling stand includes a protective layer thickness control pad, wherein the protective layer thickness control pad is disposed on the bottom of the crossbar.
In some embodiments, the non-detachable modular support is retained after the steel bars are bound, and the detachable modular support is detached.
In some embodiments, the section steel beam longitudinal reinforcement is disposed on the side of the concrete column reinforcement within the concrete column, and the slotted clamp is disposed at the location where the concrete column reinforcement and the section steel beam longitudinal reinforcement are joined.
Compared with the prior art, the utility model has the following characteristics and beneficial effect:
(1) the utility model discloses set up when the reinforcement of beam bottom and do not tear open regularization support and removable regularization support, do not tear open regularization support bottom and set up protective layer thickness control cushion, demolish after removable regularization support ligature is accomplished, can improve the ligature efficiency of beam bottom reinforcement.
(2) And longitudinal steel bars of the section steel beam and steel bars of the concrete column are bound and fixed by a fixture with a notch.
Drawings
Fig. 1 is a schematic view of an undetached modular stent according to an embodiment of the present invention.
Fig. 2 is a schematic view of a removable modular stand according to an embodiment of the present invention.
Fig. 3 is a schematic view of a steel bar support around a beam according to an embodiment of the present invention.
Fig. 4 is a schematic diagram of a beam column reinforcement lap joint according to an embodiment of the present invention.
Fig. 5 and 6 are structural diagrams of a slotted clamp at the lap joint of the beam column reinforcing steel bars.
Wherein: 1-vertical rod, 2-clamp, 3-cross rod, 4-protective layer thickness control cushion block, 5-beam bottom steel bar, 6-non-dismantling stereotyped support, 7-dismantling stereotyped support, 8-shaped steel beam circumferential steel bar, 9-beam circumferential steel bar support, 10-scaffold, 11-bolt, 12-triangular reinforcing plate, 13-shaped steel, 14-shaped steel beam longitudinal steel bar, 15-concrete column steel bar, 16-clamp with notch, 17-concrete column, 18-steel bar lap joint clamp bolt and 19-transverse plate.
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 all belong to the protection scope of the present invention.
It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in a generic and descriptive sense only and not for purposes of limitation, as the terms are used in the description to indicate that the referenced device or element must have the specified orientation, be constructed and operated in the specified orientation, and not for the purposes of limitation.
It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.
Hoist and mount construction technical requirement, jack construction technical requirement etc, the utility model discloses do not tired the statement again, key explanation the utility model relates to an embodiment of structure.
As shown in fig. 1-4, according to the utility model discloses a reinforcement regularization support system of an embodiment is demonstrateed, include: the fixed beam bottom reinforcing steel bar binding device is characterized in that a fixed shaping support (6), a detachable shaping support (7), a beam periphery reinforcing steel bar support (9) and a groove notch clamp (16) are not disassembled, the fixed shaping support (6) and the detachable shaping support (7) are used for binding fixed beam bottom reinforcing steel bars, the interval is arranged on a beam bottom die, the fixed shaping support (6) is reserved after the reinforcing steel bars are bound, and the detachable shaping support (7) is disassembled. The beam periphery reinforcing steel bar bracket (9) is used for binding and fixing beam periphery reinforcing steel bars, and the fixture (16) with the notch is used for binding beam column reinforcing steel bars.
As shown in fig. 1, the non-dismantling stereotyped support (6) comprises a vertical rod (1), a clamp (2), a cross rod (3), a protective layer thickness control cushion block (4) and a beam bottom reinforcing steel bar (5); specifically, two at least montants (1) interval are taken perpendicularly and are established on horizontal pole (3), and montant (1) is put in the position card that montant (1) and horizontal pole (3) are connected in placing fixture (2), and the bottom of horizontal pole (3) is arranged in protective layer thickness control cushion (4), and beam-bottom reinforcing bar (5) are arranged in on horizontal pole (3) and are located between two spaced montants (1).
The bottom of the non-dismantling regularization support (6) is provided with a protective layer thickness control cushion block (4), and the protective layer thickness control cushion block (4) is made of the same-grade concrete of the section steel concrete beam.
As shown in fig. 2, removable regularization support (7) includes montant (1), fixture (2), horizontal pole (3), diaphragm (19), beam bottom reinforcing bar (5), wherein two at least montants (1) intervals are taken perpendicularly and are established on horizontal pole (3), the interval sets up a plurality of fixtures (2) on montant (1), montant (1) is put in to the position card that montant (1) and horizontal pole (3) are connected in at least one fixture (2), beam bottom reinforcing bar (5) are arranged in on horizontal pole (3) and the position of fixture (2) is arranged in to the card, fixture (2) are fixed on horizontal pole (3), a location for beam bottom reinforcing bar, set up diaphragm (19) on montant (1), beam bottom reinforcing bar (5) are arranged in on diaphragm (19).
Detachable regularization support (7) set up fixture (2) and carry out roof beam bottom reinforcing bar (5) location ligature, and after roof beam bottom reinforcing bar (5) location ligature was accomplished, demolish fixture (2), take horizontal pole (3) and montant (1) out.
As shown in fig. 3, the beam periphery reinforcing steel bar support (9) is fixed on the scaffold (10), the beam periphery reinforcing steel bar support (9) is composed of a cross bar and a vertical bar, the cross bar and the vertical bar are vertically connected, specifically, the cross bar and the vertical bar are connected through a bolt (11), and the triangular reinforcing plate (12) is arranged at the cross position of the cross bar and the vertical bar at the top of the beam periphery reinforcing steel bar support (9) for reinforcement. The steel bars (8) around the section steel beam are bound on the cross bars on the steel bar support (9) around the beam.
The steel bar support (9) around the beam is made of phi 25HRB steel bars.
Fig. 4-6 are the structure diagrams of the fixture (16) with the notch at the lap joint of the beam column reinforcing steel, and the longitudinal reinforcing steel (14) of the section steel beam and the reinforcing steel (15) of the concrete column are bound and fixed through the fixture (16) with the notch. Namely, the longitudinal steel bar (14) of the section steel beam is arranged at the side of the concrete column steel bar (15) in the concrete column (17), and the fixture (16) with the notch is arranged at the connecting position of the concrete column steel bar (15) and the longitudinal steel bar (14) of the section steel beam to bind and fix the section steel bar.
In fig. 5 and 6, two notched clamps (16) are connected by a bar lap clamp bolt (18).
The fixture (16) with the notch is processed into different models according to different beam column reinforcing steel bar diameters in a factory, the beam column reinforcing steel bars are bound in an auxiliary mode, the operation method is simple, labor is greatly saved, and the construction progress is accelerated.
The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.
Claims (9)
1. The utility model provides a reinforcement regularization support system which characterized in that includes:
the beam column reinforcing steel bar binding and fixing device comprises a non-dismantling shaping support (6), a detachable shaping support (7), a beam periphery reinforcing steel bar support (9) and a groove opening clamp (16), wherein the non-dismantling shaping support (6) and the detachable shaping support (7) are used for binding and fixing beam bottom reinforcing steel bars (5), the beam periphery reinforcing steel bar support (9) is used for binding and fixing beam periphery reinforcing steel bars, and the groove opening clamp (16) is used for binding beam column reinforcing steel bars;
wherein the non-dismantling stereotyped support (6) comprises a vertical rod (1), a clamp (2) and a cross rod (3); at least two vertical rods (1) are vertically overlapped on the cross rod (3) at intervals, and the clamp (2) is arranged at the position where the vertical rods (1) are connected with the cross rod (3) and clamps the vertical rods (1);
the detachable sizing support (7) comprises vertical rods (1), clamping devices (2), transverse rods (3) and transverse plates (19), wherein at least two vertical rods (1) are vertically erected on the transverse rods (3) at intervals, the transverse rods (3) are provided with the clamping devices (2) at intervals, the vertical rods (1) are provided with the clamping devices (2) at intervals, at least one clamping device (2) is arranged at the position where the vertical rods (1) and the transverse rods (3) are connected and clamped with the vertical rods (1), and the transverse plates (19) are arranged on the vertical rods (1);
the beam-surrounding steel bar support (9) is fixed on the scaffold (10), the beam-surrounding steel bar support (9) consists of a cross bar and a vertical bar, the cross bar is vertically connected with the vertical bar, and the section steel beam-surrounding steel bars (8) are bound on the cross bar of the beam-surrounding steel bar support (9);
the longitudinal steel bars (14) of the section steel beam and the steel bars (15) of the concrete column are bound and fixed through a fixture (16) with a notch.
2. A reinforcing bar binding shaped bracket system according to claim 1, characterized in that in the non-dismantling shaped bracket (6), the beam bottom reinforcing bars (5) are placed on the cross bars (3) and between two spaced vertical bars (1).
3. A reinforcing bar binding finalized bracket system according to claim 1, characterized in that in the detachable finalized bracket (7), the bottom reinforcement (5) is placed on the cross bar (3) and clamped in the position of the clamp (2), and the bottom reinforcement (5) is placed on the cross plate (19).
4. A rebar tying stylised support system according to claim 1 wherein the cross-bars and vertical bars are connected by bolts (11).
5. A rebar tying modular bracket system as set forth in claim 1 wherein the two notched clamps (16) are connected by rebar lap clamp bolts (18).
6. A reinforcing steel bar binding stereotyped support system according to claim 1, characterized in that the triangular reinforcing plate (12) is arranged at the joint position of the top cross bar and the vertical bar of the beam periphery reinforcing steel bar support (9) for reinforcement in the beam periphery reinforcing steel bar support (9).
7. A reinforcing bar binding shaped bracket system according to claim 1, characterized in that the non-detachable shaped bracket (6) comprises a protective layer thickness control pad (4), wherein the protective layer thickness control pad (4) is placed at the bottom of the cross bar (3).
8. A rebar tying modular bracket system according to claim 1, wherein the non-detachable modular bracket (6) is retained and the detachable modular bracket (7) is detached after rebar tying is completed.
9. A rebar tying and sizing bracket system according to claim 1, wherein the section steel beam longitudinal reinforcements (14) are placed on the sides of the concrete column reinforcements (15) in the concrete column (17), and the notched clamps (16) are placed at the connecting positions of the concrete column reinforcements (15) and the section steel beam longitudinal reinforcements (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921854821.6U CN210976346U (en) | 2019-10-30 | 2019-10-30 | Shaped steel beam and steel bar binding and shaping support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921854821.6U CN210976346U (en) | 2019-10-30 | 2019-10-30 | Shaped steel beam and steel bar binding and shaping support |
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| Publication Number | Publication Date |
|---|---|
| CN210976346U true CN210976346U (en) | 2020-07-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921854821.6U Expired - Fee Related CN210976346U (en) | 2019-10-30 | 2019-10-30 | Shaped steel beam and steel bar binding and shaping support |
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| CN (1) | CN210976346U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075570A (en) * | 2022-07-06 | 2022-09-20 | 上海宝冶集团有限公司 | Method for connecting longitudinal bars of concrete beam between section steel columns |
-
2019
- 2019-10-30 CN CN201921854821.6U patent/CN210976346U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075570A (en) * | 2022-07-06 | 2022-09-20 | 上海宝冶集团有限公司 | Method for connecting longitudinal bars of concrete beam between section steel columns |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200710 Termination date: 20211030 |