CN219528524U - Full concrete outer wall structure draws seam construction equipment - Google Patents

Abstract

The utility model relates to the technical field of building engineering, and particularly discloses a full-concrete outer wall structure joint-pulling construction device which comprises a lower support component, wherein the upper end of the lower support component is provided with a turnover support component, the upper end of the turnover support component is provided with a turnover driving component, the left end of the turnover support component is provided with a pressing component, the lower support component comprises a support base, the turnover support component comprises an upper support seat, and the left upper end of the upper support seat is provided with a turnover groove; according to the utility model, the lifting cylinder IV drives the pressing plate to integrally press the upper end face of the pull joint of the full concrete outer wall structure, so that the stability of pressing is improved, and the construction quality is improved; the lifting support arm I is adopted to control the whole height of the overturning support assembly, so that the whole height is matched with the construction height position of the pull joint of the full concrete outer wall structure, then the pull joint of the full concrete outer wall structure is integrally pressed down through the lifting cylinder IV extension control pressing plate, the whole construction process is operated manually relatively, and the construction efficiency is improved.

Description

Full concrete outer wall structure draws seam construction equipment

Technical Field

The utility model relates to the technical field of building engineering, in particular to a joint-pulling construction device for an all-concrete outer wall structure.

Background

In order to prevent stress cracks from occurring at the sharp corners of a wall body in the construction process of the full concrete outer wall, the pull joint of an outer wall structure is generally assisted to be increased, and the wall body is prevented from cracking caused by stress concentration, as disclosed in the patent number CN214995934U, the full cast-in-situ concrete outer wall structure pull joint construction device comprises a bottom plate, the centers of the bottoms of the left side and the right side of the bottom plate are fixedly connected with threaded rods, the bottoms of the threaded rod bodies are in threaded connection with supporting columns, the left side and the right side of the front bottom of the bottom plate body are in threaded connection with fixing bolts, connecting blocks are connected on the rod bodies between the fixing bolts and the bottom plate body in a penetrating manner, and telescopic rods are fixedly connected at the bottoms of the connecting blocks. Through the structural design among the hollow threaded columns, the threaded columns and the rotary connecting blocks and the pressing plates, workers can move the bottoms of the pressing plate bottom plates up and down by rotating the threaded columns, so that the pressing plates can press structural pull joints to be pressed into concrete, and the full cast-in-situ concrete outer wall structure pull joint construction device achieves the aim of being convenient for the workers to press the whole transverse structural pull joints into concrete, and the two patent technologies can meet general use requirements, but have the following defects in the actual use process:

1. in the prior art, a plurality of pull joints of the same structure are required to be installed and used, so that uneven stress is easily caused during manual operation, and unbalanced pressing stress and easy pressing deflection are caused;

2. the full concrete outer wall structure joint-pulling construction device in the prior art adopts manual operation, the pressing needs to apply larger torsion pressure, the construction speed is low, and the construction efficiency is required to be further improved.

Disclosure of Invention

The utility model aims to provide a full-concrete outer wall structure joint-pulling construction device, which aims to solve the problems in the background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a full concrete outer wall structure draws seam construction equipment, includes lower support subassembly, lower support subassembly's upper end is equipped with upset supporting component, and is equipped with upset drive assembly in upset supporting component's upper end upset supporting component's left end is equipped with pushes down the subassembly, lower support subassembly includes the support base, upset supporting component includes the supporting seat, and has seted up the upset groove in the upper left end of last supporting seat, the right-hand member in upset groove and on the up end of last supporting seat vertical fixedly connected with side support frame.

Preferably, casters are fixedly arranged at four corners of the lower end of the support base, and lifting support arms I which are uniformly distributed and arranged are symmetrically arranged between the upper end face of the support base and the lower end face of the upper support base.

Preferably, a rotating shaft is sleeved in the middle of the front end surface and the rear end surface of the turnover groove body, a turnover supporting plate fixedly penetrating through the rotating shaft is arranged in the groove body of the turnover groove, and the left end of the turnover supporting plate is fixedly connected with a front lifting supporting plate of a plate-shaped structure.

Preferably, the pushing component comprises lifting cylinders IV fixedly mounted on the front side and the rear side of the upper end surface of the front lifting support plate, the lower end of the front lifting support plate is fixedly connected with a connecting plate at the bottom of a piston rod of the lifting cylinders IV, and a pressing plate is fixedly connected to the lower end surface of the connecting plate.

Preferably, the turnover driving assembly comprises a hinge seat I fixedly installed at the left upper end of the side support frame and a hinge seat III fixedly installed at the left lower end of the side support frame, a hinge seat II is fixedly installed at the front and back of the upper end of the turnover support plate, a telescopic arm II is involved between the hinge seat II and the hinge seat I, a hinge seat IV is fixedly installed at the lower end of the excircle of the telescopic arm II, and a telescopic arm III is involved between the hinge seat III and the hinge seat IV.

Compared with the prior art, the utility model has the beneficial effects that: the utility model has reasonable structure and strong functionality and has the following advantages:

1. according to the utility model, the lifting cylinder IV drives the pressing plate to integrally press the upper end face of the pull joint of the full concrete outer wall structure, and in the whole process, the pull joint of the full concrete outer wall structure is integrally and uniformly pressed, so that the stability of pressing is improved, and the construction quality is improved;

2. according to the utility model, the lifting support arm I is adopted to control the whole height of the overturning support assembly, so that the whole height is matched with the construction height position of the pull joint of the full-concrete outer wall structure, then the lifting cylinder IV is used for stretching the control pressing plate to integrally press the pull joint of the full-concrete outer wall structure, the whole construction process is operated manually relatively, and the construction efficiency is improved.

Drawings

FIG. 1 is an isometric view of the overall structure of the present utility model;

FIG. 2 is a front view of the overall structure of the present utility model;

FIG. 3 is a cross-sectional view of the structure at A-A in FIG. 2;

FIG. 4 is a left side view of the overall structure of the present utility model;

fig. 5 is a sectional view of the structure at B-B in fig. 4.

In the figure: 1. a lower support assembly; 2. overturning the supporting component; 3. a flip drive assembly; 4. pressing down the assembly; 101. a support base; 102. casters; 103. lifting a supporting arm I; 201. an upper support base; 202. a turnover groove; 203. a rotating shaft; 204. turning over the supporting plate; 205. a front lifting support plate; 206. a side support; 301. a hinge seat I; 302. a hinging seat II; 303. a telescopic arm II; 304. a hinge seat III; 305. a hinge seat IV; 306. a telescopic arm III; 401. a lifting cylinder IV; 402. a connecting plate; 403. and (5) pressing plates.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1 to 5, the present utility model provides a technical solution: the utility model provides a full concrete outer wall structure draws seam construction equipment, including lower support subassembly 1, the upper end of lower support subassembly 1 is equipped with upset support subassembly 2, and be equipped with upset drive assembly 3 at the upper end of upset support subassembly 2 and overturn the left end of support subassembly 2 and be equipped with down subassembly 4, lower support subassembly 1 includes support base 101, upset support subassembly 2 includes supporting seat 201, and the upset groove 202 has been seted up to the upper left end of last supporting seat 201, the right-hand member in upset groove 202 and on the up end of last supporting seat 201 vertical fixedly connected with side support frame 206, wherein, the effect that the relative upset support subassembly 2 of lower support subassembly 1 played a bottom lift support, upset drive assembly 3 played the effect of a upset support relative to the upset drive assembly 4 at upset support subassembly 2 upper end, the effect of pushing down subassembly 4 then played a roll-down effect relative outer wall structure.

Further, the casters 102 are fixedly installed at four corners of the lower end of the supporting base 101, lifting supporting arms I103 which are uniformly distributed are symmetrically arranged between the upper end face of the supporting base 101 and the lower end face of the upper supporting base 201, wherein the lifting supporting arms I103 play a role of lifting supporting on the upper end of the lower supporting assembly 1 relative to the overturning supporting assembly 2, the casters 102 facilitate the whole construction device to move integrally, and during working, the pressing assembly 4 on the side face of the overturning supporting assembly 2 is located in a proper construction height range by adjusting the lifting height of the lifting supporting arms I103.

Further, the middle of the front end surface and the rear end surface of the body of the turnover groove 202 is sleeved with a rotating shaft 203, a turnover supporting plate 204 fixedly penetrating through the rotating shaft 203 is arranged in the body of the turnover groove 202, and a front lifting supporting plate 205 with a plate-shaped structure is fixedly connected to the left end of the turnover supporting plate 204, wherein the rotating shaft 203 plays a role in turnover supporting relative to the turnover supporting plate 204 in the body of the turnover groove 202, and the front lifting supporting plate 205 plays a role in fixing supporting relative to the pressing component 4.

Further, push down subassembly 4 includes lift jar IV 401 of both sides around the upper end face of lift backup pad 205 before fixed mounting, the lower extreme of preceding lift backup pad 205 and at the bottom fixedly connected with connecting plate 402 of lift jar IV 401 piston rod, fixedly connected with clamp plate 403 on the lower terminal surface of connecting plate 402, during operation, when preceding lift backup pad 205 overturns to the working face upper end, make clamp plate 403 aim at the upper end of outer wall structure seam, then start lift jar IV 401 drive connecting plate 402 and drive clamp plate 403 and wholly push down the structure seam, the homogeneity of atress when whole working process improves the structure seam and pushes down, and make the whole pressurized downwardly moving of structure seam of push down the in-process, stability and efficiency of outer wall structure seam construction have been improved.

Further, the overturning driving assembly 3 comprises a hinging seat I301 fixedly installed at the upper left end of the side supporting frame 206 and a hinging seat III 304 fixedly installed at the lower left end of the side supporting frame 206, a hinging seat II 302 is fixedly installed at the front and back symmetrical positions of the upper end of the overturning supporting plate 204, a telescopic arm II 303 is pulled between the hinging seat II 302 and the hinging seat I301, a hinging seat IV305 is fixedly installed at the lower end of the outer circle of the telescopic arm II 303, a telescopic arm III 306 is pulled between the hinging seat III 304 and the hinging seat IV305, wherein the upper end and the lower end of the telescopic arm II 303 are hinged with the hinging seat I301 and the hinging seat II 302 respectively, the upper end and the lower end of the telescopic arm III 306 are hinged with the hinging seat IV305 and the hinging seat III 304 respectively, and during operation, the overturning supporting plate 204 is pushed to the bottom of the overturning groove 202 by driving the linkage extension of the telescopic arm III 306 and the telescopic arm II 303, the front lifting supporting plate 205 is in a horizontal state, the front lifting supporting plate 205 is positioned at the position right above the structural pull joint, the whole driving process is simple, and after the construction of the telescopic arm III and the overturning supporting plate 204 is pulled back to the side of the overturning supporting plate 204 to the side of the overturning groove 202 by the linkage extension of the telescopic arm III.

According to the utility model, the lifting support arm I103 is lifted to the construction height position of the structural joint, then the telescopic arm III 306 and the telescopic arm II 303 are started to stretch in a linkage manner, the turnover support plate 204 is turned over into the groove body of the turnover groove 202, the front lifting support plate 205 is positioned at the horizontal position at the upper end of the structural joint, the lifting cylinder IV 401 is started to drive the connecting plate 402 to press the pressing plate 403 downwards at the upper end of the structural joint, the structural joint is pressed into concrete, the lifting support arm I103 is lifted to flexibly control the support height of the turnover support assembly 2, the lifting cylinder IV 401 is used to drive the pressing plate 403 to integrally press the upper end of the structural joint, the pressure is uniform, the pressing is stable, and the whole pressing process is more efficient.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (5)

1. The utility model provides a full concrete outer wall structure draws seam construction equipment, includes lower support component (1), its characterized in that: the upper end of lower supporting component (1) is equipped with upset supporting component (2), and is equipped with upset drive assembly (3) in the upper end of upset supporting component (2) the left end of upset supporting component (2) is equipped with pushes down subassembly (4), lower supporting component (1) are including supporting base (101), upset supporting component (2) are including last supporting seat (201), and have seted up upset groove (202) in the upper left end of last supporting seat (201), the right-hand member in upset groove (202) and on the up end of last supporting seat (201) perpendicular fixedly connected with side support frame (206).

2. The full-concrete exterior wall structure joint-pulling construction device according to claim 1, wherein: casters (102) are fixedly arranged at four corners of the lower end of the support base (101), and lifting support arms I (103) which are uniformly distributed and arranged are symmetrically arranged between the upper end face of the support base (101) and the lower end face of the upper support base (201).

3. The full-concrete exterior wall structure joint-pulling construction device according to claim 1, wherein: the turnover device is characterized in that a rotating shaft (203) is sleeved in the middle of the front end face and the rear end face of the turnover groove (202), a turnover supporting plate (204) fixedly penetrating through the rotating shaft (203) is arranged in the groove body of the turnover groove (202), and a front lifting supporting plate (205) of a plate-shaped structure is fixedly connected to the left end of the turnover supporting plate (204).

4. The joint-pulling construction device for an all-concrete outer wall structure according to claim 3, wherein: the pushing component (4) comprises lifting cylinders IV (401) fixedly mounted on the front side and the rear side of the upper end face of the front lifting support plate (205), a connecting plate (402) is fixedly connected to the lower end of the front lifting support plate (205) and the bottom of a piston rod of the lifting cylinders IV (401), and a pressing plate (403) is fixedly connected to the lower end face of the connecting plate (402).

5. The joint-pulling construction device for an all-concrete outer wall structure according to claim 3, wherein: the turnover driving assembly (3) comprises a hinge seat I (301) fixedly installed at the left upper end of the side supporting frame (206) and a hinge seat III (304) fixedly installed at the left lower end of the side supporting frame (206), a hinge seat II (302) is fixedly installed at the front and back of the upper end of the turnover supporting plate (204), a telescopic arm II (303) is involved between the hinge seat II (302) and the hinge seat I (301), a hinge seat IV (305) is fixedly installed at the lower end of the excircle of the telescopic arm II (303), and a telescopic arm III (306) is involved between the hinge seat III (304) and the hinge seat IV (305).