Longitudinal bar anchoring structure of waffle plate micro-vibration column

Abstract

The utility model belongs to the technical field of building construction, and particularly relates to a waffle plate micro-vibration column longitudinal bar anchoring structure which comprises a longitudinal bar, the outer side wall of the longitudinal bar is movably sleeved with a first anchoring mechanism and a second anchoring mechanism, and the first anchoring mechanism comprises a first sleeve arranged on the outer side wall of the longitudinal bar in a sliding and sleeving mode; the outer side wall of the first sleeve is fixedly connected with a first transverse rib, and the outer side wall of the first transverse rib is slidably sleeved with a second sleeve. The outer side wall of the longitudinal bar is sleeved with the first anchoring mechanism and the second anchoring mechanism, the first anchoring mechanism is suitable for anchoring the steel bar frame at different positions of the longitudinal bar, and the position of the second transverse bar in the second anchoring mechanism is moved, so that the second anchoring mechanism anchors the steel bar frame in different directions of the same horizontal plane of the same longitudinal bar. After the first cross rod and the second cross rod are erected, the corresponding notches are welded and fixed, and longitudinal bars can be conveniently anchored in a narrow space.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a waffle plate micro-vibration column longitudinal reinforcement anchoring structure. Background Art

[0002] Waffle boards are mostly used in large electronic factories. Such factories have high requirements for cleanliness, tight construction period, large single-story area, and high flatness requirements. Dust removal workshops usually adopt vertical direct flow laminar airflow organization, which requires shortcut floors to have enough return air holes for clean air to pass through. After the construction of the waffle board is completed, the floor has a large number of holes that can replace the epoxy coating required for the ceiling of the clean workshop. The surface of the waffle tube is smooth and not easy to stick to dust, which meets the cleanliness requirements.

[0003] After arranging the waffle plate, it is necessary to set up a steel frame between the waffle tubes to fix the waffle tubes, so that the waffle plate will not rise due to the buoyancy of the waffle tubes during concrete injection. At the same time, the internal steel bars help to improve the tensile and compressive strength of the concrete. When fixing the steel frame on the reserved longitudinal reinforcement, an anchoring structure is required for the longitudinal reinforcement. Common anchoring methods include setting steel bar bending angles. However, after the waffle tubes are installed, the space for the longitudinal reinforcement is relatively small, which makes it inconvenient to bend the steel bars.

[0004] To solve the above problems, we proposed a waffle plate micro-vibration column longitudinal reinforcement anchorage structure. Utility Model Content

[0005] The utility model aims to solve the problems in the background technology and proposes a waffle plate micro-vibration column longitudinal reinforcement anchoring structure.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a waffle plate micro-vibration column longitudinal reinforcement anchoring structure, including longitudinal reinforcement, the outer wall of the longitudinal reinforcement is movably sleeved with anchoring mechanism 1 and anchoring mechanism 2, the anchoring mechanism 1 includes a sleeve 1 slidably sleeved on the outer wall of the longitudinal reinforcement, the outer wall of the sleeve 1 is fixedly connected with a transverse reinforcement 1, the outer wall of the transverse reinforcement 1 is slidably sleeved with a sleeve 2, the outer wall of the sleeve 2 is fixedly connected with ribs 1 and ribs 2, and the ribs 1 and ribs 2 are located on the lower side of the sleeve 2.

[0007] In the above-mentioned waffle plate micro-vibration column longitudinal reinforcement anchoring structure, the anchoring mechanism two includes a sleeve three slidably mounted on the outer wall of the longitudinal reinforcement, the outer wall of the sleeve three is fixedly connected with a sleeve four, the inner wall of the sleeve four is slidably provided with a vertical reinforcement, the upper end of the vertical reinforcement is fixedly connected with a transverse reinforcement two located on the upper side of the sleeve four, the outer wall of the transverse reinforcement two is movably mounted with a sleeve five, the outer wall of the sleeve five is fixedly connected with ribs three and four, and the ribs three and four are located on the lower side of the sleeve five.

[0008] In the above-mentioned waffle plate micro-vibration column longitudinal reinforcement anchoring structure, the outer walls of sleeve one, sleeve two, sleeve three, sleeve four and sleeve five are all provided with slots, the slot of sleeve one is located on the opposite side of transverse reinforcement one, the slot of sleeve two is located between rib one and rib two, the slot of sleeve three is located on the opposite side of sleeve four, the slot of sleeve four is located on the opposite side of sleeve three, and the slot of sleeve five is located between rib three and rib four.

[0009] In the above-mentioned waffle plate micro-vibration column longitudinal reinforcement anchoring structure, the outer wall of sleeve one is fixedly connected with wrench one and wrench two located on both sides of the slot, and the outer wall of sleeve three is fixedly connected with wrench three and wrench four located on both sides of the slot.

[0010] In the above-mentioned waffle plate micro-vibration column longitudinal reinforcement anchoring structure, the sleeve one, sleeve two, sleeve three, sleeve four and sleeve five are made of elastic metal material.

[0011] In the above-mentioned waffle plate micro-vibration column longitudinal reinforcement anchoring structure, the ribs one, two, three and four have good rigidity.

[0012] Compared with the existing technology, the advantages of this waffle plate micro-vibration column longitudinal reinforcement anchoring structure are:

[0013] The utility model is provided with an anchoring mechanism 1 and an anchoring mechanism 2 on the outer side wall of the longitudinal reinforcement. The anchoring mechanism 1 is suitable for anchoring the steel bar frame at different positions of the longitudinal reinforcement. The position of the transverse reinforcement 2 in the anchoring mechanism 2 is moved to realize the anchoring of the steel bar frame in different directions on the same horizontal plane of the same longitudinal reinforcement by the anchoring mechanism 2. After the transverse bar 1 and the transverse bar 2 are set up, the corresponding notches can be welded and fixed, which is convenient for anchoring the longitudinal reinforcement in a narrow space. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is one of the structural schematic diagrams of a waffle plate micro-vibration column longitudinal reinforcement anchoring structure proposed by the utility model;

[0015] Figure 2 This is the second structural schematic diagram of a waffle plate micro-vibration column longitudinal reinforcement anchoring structure proposed by the utility model;

[0016] Figure 3 This is the third structural schematic diagram of a waffle plate micro-vibration column longitudinal reinforcement anchoring structure proposed by the utility model.

[0017] In the figure: 1 longitudinal reinforcement, 2 sleeve one, 3 reinforcement four, 4 wrench one, 5 wrench two, 6 transverse reinforcement one, 7 sleeve two, 8 reinforcement one, 9 reinforcement two, 10 sleeve three, 11 wrench three, 12 wrench four, 13 sleeve four, 14 vertical reinforcement, 15 transverse reinforcement two, 16 sleeve five, 17 reinforcement three. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0019] Reference Figure 1-Figure 3 A waffle plate micro-vibration column longitudinal reinforcement anchoring structure comprises a longitudinal reinforcement 1, the outer wall of the longitudinal reinforcement 1 is movably sleeved with an anchoring mechanism 1 and an anchoring mechanism 2, the anchoring mechanism 1 and the anchoring mechanism 2 can move up and down or rotate left and right along the outer wall of the longitudinal reinforcement 1 before being fixed, so as to facilitate adjustment, the anchoring mechanism 1 comprises a sleeve 2 slidably sleeved on the outer wall of the longitudinal reinforcement 1, the outer wall of the sleeve 2 is fixedly connected with a transverse reinforcement 6, the outer wall of the transverse reinforcement 6 is slidably sleeved with a sleeve 2 7, the outer wall of the sleeve 2 7 is fixedly connected with a rib 1 8 and a rib 2 9, the rib 1 8 and the rib 2 9 are located on the lower side of the sleeve 2 7, during anchoring, when the length of the transverse reinforcement 6 is insufficient, the sleeve 2 7 is moved to extend the rib 1 8 and the rib 2 9, so as to increase the length required for anchoring.

[0020] The anchoring mechanism two includes a sleeve three 10 slidably mounted on the outer wall of the longitudinal reinforcement 1, the outer wall of the sleeve three 10 is fixedly connected with a sleeve four 13, the inner wall of the sleeve four 13 is slidably provided with a vertical reinforcement 14, the upper end of the vertical reinforcement 14 is fixedly connected with a transverse reinforcement two 15 located on the upper side of the sleeve four 13, the outer wall of the transverse reinforcement two 15 is movably mounted with a sleeve five 16, the outer wall of the sleeve five 16 is fixedly connected with a rib three 17 and a rib four 3, the rib three 17 and the rib four 3 are located on the lower side of the sleeve five 16, when the length of the transverse reinforcement two 15 is insufficient, the sleeve five 16 is moved to extend the rib three 17 and the rib four 3 to increase the length required for anchoring, the rib one 8, the rib two 9, the rib three 17 and the rib four 3 have good rigidity.

[0021] The outer side walls of sleeve 1 2, sleeve 2 7, sleeve 3 10, sleeve 4 13 and sleeve 5 16 are all provided with slots. The slot of sleeve 1 2 is located on the opposite side of transverse rib 1 6, the slot of sleeve 2 7 is located between rib 1 8 and rib 2 9, the slot of sleeve 3 10 is located on the opposite side of sleeve 4 13, the slot of sleeve 4 13 is located on the opposite side of sleeve 3 10, and the slot of sleeve 5 16 is located between rib 3 17 and rib 4 3.

[0022] The outer side wall of sleeve 1 2 is fixedly connected with wrench 1 4 and wrench 2 5 located on both sides of the slot, and the outer side wall of sleeve 3 10 is fixedly connected with wrench 3 11 and wrench 4 12 located on both sides of the slot. Sleeve 1 2, sleeve 2 7, sleeve 3 10, sleeve 4 13 and sleeve 5 16 are made of elastic metal material. Split wrench 1 4 and wrench 2 5 apart, the inner side wall of sleeve 1 2 is separated from the longitudinal reinforcement 1, and the anchoring mechanism 1 can be moved up and down. Split rib 1 8 and rib 2 9 apart, the inner side wall of sleeve 2 7 is separated from the transverse reinforcement 1, and the rib 1 8 and rib 2 9 can be slid. After the position adjustment is completed, sleeve 1 2 is welded to the longitudinal reinforcement 1 at the slot of sleeve 1 and sleeve 2 7, and sleeve 2 7 is welded to the transverse reinforcement 1 6. At this time, the anchoring mechanism 1 is fixed, split wrench 3 11 and wrench 4 12 apart, the inner side wall of sleeve 3 10 is separated from the longitudinal reinforcement 1, The anchoring mechanism 2 can be moved up and down, and the sleeve 3 10 can be moved to the lower side of the sleeve 1 2. The inner wall of the sleeve 4 13 is smooth. The vertical reinforcement 14 is lifted to make the transverse reinforcement 2 15 and the transverse reinforcement 1 6 at the same horizontal position. After the rib 3 17 and the rib 4 3 are opened and the sliding sleeve 5 16 adjusts the position of the rib 3 17 and the rib 4 3, the sleeve 3 10, the sleeve 4 13 and the sleeve 5 16 are welded at the notches. The sleeve 3 10 is welded to the longitudinal reinforcement 1, the sleeve 4 13 and the vertical reinforcement 14 are welded together, and the sleeve 5 16 is welded to the transverse reinforcement 2 15. At this time, the anchoring mechanism 2 will be fixed, and the anchoring mechanism 1 and the anchoring mechanism 2 will anchor the steel frame in different directions on the same horizontal plane. In summary, the longitudinal reinforcement anchoring structure of the waffle plate micro-vibration column is pre-fabricated in the factory, installed on site, and the notch welding is performed after adjustment. It has great portability.

[0023] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.

Claims

1. A waffle plate micro-vibration column longitudinal reinforcement anchoring structure, comprising longitudinal reinforcement (1), characterized in that: The outer wall of the longitudinal reinforcement (1) is movably sleeved with an anchoring mechanism 1 and an anchoring mechanism 2, the anchoring mechanism 1 comprising a sleeve 1 (2) slidably sleeved on the outer wall of the longitudinal reinforcement (1), the outer wall of the sleeve 1 (2) being fixedly connected with a transverse reinforcement 1 (6), the outer wall of the transverse reinforcement 1 (6) being slidably sleeved with a sleeve 2 (7), the outer wall of the sleeve 2 (7) being fixedly connected with a rib 1 (8) and a rib 2 (9), the rib 1 (8) and the rib 2 (9) being located at the lower side of the sleeve 2 (7).

2. A waffle plate micro-vibration column longitudinal reinforcement anchoring structure according to claim 1, characterized in that: The anchoring mechanism 2 comprises a sleeve 3 (10) slidably mounted on the outer wall of the longitudinal reinforcement (1); the outer wall of the sleeve 3 (10) is fixedly connected to a sleeve 4 (13); the inner wall of the sleeve 4 (13) is slidably mounted with a vertical reinforcement (14); the upper end of the vertical reinforcement (14) is fixedly connected to a transverse reinforcement 2 (15) located on the upper side of the sleeve 4 (13); the outer wall of the transverse reinforcement 2 (15) is movably mounted with a sleeve 5 (16); the outer wall of the sleeve 5 (16) is fixedly connected to a rib 3 (17) and a rib 4 (3); the rib 3 (17) and the rib 4 (3) are located on the lower side of the sleeve 5 (16).

3. The waffle plate micro-vibration column longitudinal reinforcement anchoring structure according to claim 2, characterized in that: The outer walls of the sleeve one (2), sleeve two (7), sleeve three (10), sleeve four (13) and sleeve five (16) are all provided with slots. The slot of the sleeve one (2) is located on the opposite side of the transverse rib one (6), the slot of the sleeve two (7) is located between the rib one (8) and the rib two (9), the slot of the sleeve three (10) is located on the opposite side of the sleeve four (13), the slot of the sleeve four (13) is located on the opposite side of the sleeve three (10), and the slot of the sleeve five (16) is located between the rib three (17) and the rib four (3).

4. The waffle plate micro-vibration column longitudinal reinforcement anchoring structure according to claim 3, characterized in that: The outer wall of the sleeve one (2) is fixedly connected with a wrench one (4) and a wrench two (5) located on both sides of the slot, and the outer wall of the sleeve three (10) is fixedly connected with a wrench three (11) and a wrench four (12) located on both sides of the slot.

5. The waffle plate micro-vibration column longitudinal reinforcement anchoring structure according to claim 1, characterized in that: The sleeve one (2), sleeve two (7), sleeve three (10), sleeve four (13) and sleeve five (16) are made of elastic metal material.

Images