CN218091956U

CN218091956U - Movable steel pipe positioning pile for building

Info

Publication number: CN218091956U
Application number: CN202221606274.1U
Authority: CN
Inventors: 陈鹏; 王亮; 孙中亮; 祝传滕; 王超; 李伟; 高永刚; 郑永柱
Original assignee: Donghai Construction Group Co ltd
Current assignee: Donghai Construction Group Co ltd
Priority date: 2022-06-26
Filing date: 2022-06-26
Publication date: 2022-12-20
Anticipated expiration: 2032-06-26

Abstract

A movable steel pipe positioning pile for a building comprises a bearing plate, wherein a positioning seat is mounted on the top surface of the bearing plate and used for fixing a vertical rod, a V-shaped limiting seat is arranged on one side section of the bearing plate, a left limiting area is formed between the V-shaped limiting seat and the bottom surface of the bearing plate, a Z-shaped limiting seat is fixedly mounted at the bottom of the other side section of the bearing plate, a right limiting area is formed between the Z-shaped limiting seat and the bearing plate, a sliding seat is formed between the left limiting area and the bearing plate, between the right limiting area and the bearing plate, and the sliding seat is used for sliding on I-shaped steel in the building; the movable positioning piles can be processed in a centralized manner in a factory, so that the forming quality and the processing quality are ensured, the operation is simple and convenient, the time and the labor are saved, and the turnover rate is high; when the positioning pile is used, the movable steel pipe positioning pile is fastened at the selected position of the I-steel, and then the vertical rods of the overhanging outer scaffold or the vertical rods of the protective railings at two sides of the overhanging discharging platform are positioned, so that the positioning pile is fixed at the existing position, no obstacle obstructs the movement of constructors, and the safety is improved.

Description

Movable steel pipe positioning pile for building

Technical Field

The utility model relates to a portable steel pipe spud pile for building, concretely relates to conveniently encorbelment outer scaffold frame pole setting or encorbelment the platform both sides of unloading and prevent that railing sets up, does not injure the I-steel, dismantles the accessible steel pipe spud pile of steel pipe.

Background

At present, the buildings with the building height of more than 24m mostly adopt an overhanging outer scaffold erected as a building outer enclosure system, an overhanging platform is simultaneously equipped for stacking and hoisting floor turnover materials, and a protective railing is erected between the overhanging platform and a main structure for safety. The common mode of positioning and fixing the overhanging outer scaffold or the protective railing is to weld a reinforcing steel bar head at the position of a vertical rod determined in advance by adopting a standard method on an overhanging steel beam (I-steel), and seat the overhanging outer scaffold or the protective railing vertical rod at the short reinforcing steel bar head after the I-steel is fixed. However, in actual site construction, the left and right steel bar heads are determined to be on the same horizontal line by adjusting the steel beam (i-steel) forwards and backwards, and even the position of the welded steel bar heads is inaccurate, so that personal safety hazards exist in site adjustment, and meanwhile, the site welding quality is not guaranteed, and light pollution and power utilization hazards are easy to generate. The method has the advantages that the steel bar heads which are not avoided by connecting the steel beams (I-beams) are rearranged every time for repairing or adjusting, if the steel bar heads are repeatedly cut off and rewelded, the steel beams (I-beams) are influenced, the stress of the steel beams (I-beams) is further influenced, and the I-beams cannot be circulated easily due to repeated construction for a long time. If the operation of hoist and mount is carried out to belted steel muscle head, make the girder steel pile put things in good order easily and have hoist and mount potential safety hazard or cause the reinforcing bar head to warp unable the use, if single hoist and mount then reduce tower crane hoist and mount work efficiency, extravagant construction period.

Disclosure of Invention

For solving the problem that prior art exists, the utility model provides a under the harmless girder steel (I-steel) self quality prerequisite, conveniently in the outer scaffold frame pole setting of encorbelmenting or the platform protection railing pole setting rigidity of encorbelmenting, conveniently dismantle and reduce on-the-spot power consumption and construction potential safety hazard, can concentrate the mobilizable steel pipe spud of processing in the workshop.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a portable steel pipe spud pile for building, includes the loading board, install the positioning seat on the loading board top surface, the positioning seat is used for fixed pole setting, loading board one side section is provided with the spacing seat of V type, form the spacing district in a left side between spacing seat of V type and the loading board bottom surface, loading board opposite side section bottom fixed mounting has the spacing seat of Z type, form the spacing district in a right side between spacing seat of Z type and the loading board, form the slide between spacing district in a left side, the spacing district in a right side and the loading board, the slide is used for sliding on the I-shaped steel in the building.

Preferably, the positioning seat is a sleeve, the sleeve is welded and fixed on the top surface of the bearing plate, and at least two bolt fastening holes are longitudinally formed in the side wall of the sleeve.

Preferably, the other side section of the bearing plate is provided with a bolt fixing hole, and the Z-shaped limiting seat is fixedly installed on the bottom surface of the bearing plate through a bolt.

Preferably, the bearing plate is a steel plate, and the V-shaped limiting seat is formed by bending one side of the bearing plate.

Preferably, the Z-shaped limiting seat is formed by bending a steel plate, the included angle of one bending part is 45 degrees, and the included angle of the other bending part is 40 degrees.

Compared with the prior art, the technical scheme has the beneficial effects that:

1. the mode that the overhanging outer scaffold upright post or the protective railing upright posts on two sides of the overhanging discharging platform and the section steel are connected through the movable steel pipe positioning pile is adopted, so that the movable positioning pile can be processed in a centralized manner in a factory, the forming quality and the processing quality are ensured, the field operation is simple and convenient, the time and the labor are saved, the turnover rate is high, and the reduction of field electric welding is characterized by construction according with the green construction characteristics of construction engineering;

2. when the positioning pile is used, the movable steel pipe positioning pile is fastened at the selected position of the I-steel, the overhanging outer scaffold vertical rod or the protection railing vertical rods on the two sides of the overhanging discharging platform are positioned, and finally the positioning pile is fixed at the existing position, so that no obstacle obstructs the movement of constructors when workers on site hoist, install the I-steel, install the overhanging outer scaffold vertical rod or the protection railing vertical rods on the two sides of the overhanging discharging platform, and the safety is improved.

Drawings

For further explanation of the present invention, the drawings and embodiments are listed below.

Fig. 1 is a side view schematic diagram of the present invention.

Fig. 2 is a schematic view of the top view structure of the present invention.

Fig. 3 is a schematic view of the local cross-section structure of the present invention.

Fig. 4 is a schematic view of the local structure of the present invention.

Detailed Description

As shown in fig. 1-4, a portable steel pipe spud pile for building, includes 1 loading board, install 2 positioning seats on 1 loading board top surface, 2 positioning seats are used for fixed pole setting, 1 loading board one side section is provided with the spacing seat of 3V type, form 4 left spacing districts between 3V type spacing seat and 1 loading board bottom surface, 1 loading board opposite side section bottom fixed mounting has the spacing seat of 5Z type, form 6 right spacing districts between 5Z type spacing seat and 1 loading board, form the slide between 4 left spacing districts, 6 right spacing districts and 1 loading board, the slide is used for sliding on 7 i shaped steel in the building.

Preferably, the positioning seat 2 is a sleeve, the sleeve is welded and fixed on the top surface of the bearing plate 1, and at least two 8 bolt fastening holes are longitudinally formed in the side wall of the sleeve.

Preferably, the other side section of the bearing plate 1 is provided with 10 bolt fixing holes, and the 5Z-shaped limiting seat is fixedly installed on the bottom surface of the bearing plate 1 through 9 bolts.

Preferably, the bearing plate 1 is a steel plate, and the 3V-shaped limiting seat is formed by bending one side of the bearing plate 1.

Preferably, the 5Z-shaped limiting seat is formed by bending a steel plate, the included angle of one bending part is 45 degrees, and the included angle of the other bending part is 40 degrees.

Obviously, the above embodiment is only one example of the present invention, and any simple improvement in the structure or principle provided by the present invention is within the protection scope of the present invention.

Claims

1. The utility model provides a portable steel pipe spud pile for building, its characterized in that includes the loading board, install the positioning seat on the loading board top surface, the positioning seat is used for fixed pole setting, loading board one side section is provided with the spacing seat of V type, form left spacing district between spacing seat of V type and the loading board bottom surface, loading board opposite side section bottom fixed mounting has the spacing seat of Z type, form the spacing district in right side between spacing seat of Z type and the loading board, form the slide between spacing district in a left side, the spacing district in right side and the loading board, the slide is used for sliding on the I-steel in the building.

2. The movable steel pipe spud for building according to claim 1, wherein the positioning seat is a sleeve, the sleeve is welded and fixed on the top surface of the loading plate, and at least two bolt fastening holes are longitudinally arranged on the side wall of the sleeve.

3. The movable steel pipe positioning pile for building as claimed in claim 1, wherein a bolt fixing hole is provided at the other side section of the bearing plate, and the Z-shaped position-limiting seat is fixedly installed at the bottom surface of the bearing plate by a bolt.

4. The movable steel pipe positioning pile for buildings as claimed in claim 1, wherein the bearing plate is a steel plate, and the V-shaped position limiting seat is formed by bending one side of the bearing plate.

5. The movable steel pipe positioning pile for building as claimed in claim 1, wherein the Z-shaped limiting seat is formed by bending a steel plate, wherein an included angle of one bending part is 45 degrees, and an included angle of the other bending part is 40 degrees.