CN215669640U

CN215669640U - Precast concrete self-balancing side form of building construction cushion cap

Info

Publication number: CN215669640U
Application number: CN202120913386.0U
Authority: CN
Inventors: 张晓静
Original assignee: Guangdong Yuanshun Architectural Design Co ltd
Current assignee: Beijing Yulie Engineering Design Co.,Ltd.; Guangdong Yulie Engineering Design Co ltd
Priority date: 2021-04-29
Filing date: 2021-04-29
Publication date: 2022-01-28
Anticipated expiration: 2031-04-29

Abstract

The utility model discloses a precast concrete self-balancing side formwork of a building bearing platform, which comprises a formwork, wherein a plurality of uniformly distributed functional holes are formed in the formwork, functional blocks matched with the functional holes are arranged in the functional holes, through holes matched with the functional blocks are formed in the functional blocks, functional frames matched with the functional blocks are arranged at the top end and the bottom end of the formwork, a plurality of uniformly distributed positioning frames are arranged in every two functional frames, central axes of every two opposite positioning frames are coincided, functional rods are inserted between every two positioning frames, regulating threaded rods matched with the functional blocks are inserted in the functional rods, auxiliary grooves matched with the auxiliary rods are formed in the middle positions of two sides of the formwork, auxiliary blocks matched with the auxiliary grooves are arranged in the auxiliary grooves, and calibration sheets matched with the auxiliary blocks are arranged on one side of the auxiliary blocks, which is far away from the formwork. The beneficial effects are that: the equipment can realize flexible and accurate vertical positioning between every two side molds, so that the equipment is more flexible and practical.

Description

Precast concrete self-balancing side form of building construction cushion cap

Technical Field

The utility model relates to the field of side forms of bearing platforms, in particular to a precast concrete self-balancing side form of a building construction bearing platform.

Background

The foundation bearing platform is a structural form widely applied to house building foundations, and the bearing platform is used for effectively transferring the load of an upper building into a foundation. Because the prefabricated bearing platform die is limited by the requirements of transportation and a pedestal, the prefabricated bearing platform die needs to be spliced and installed when the large-size bearing platform die is used for installing the template. Traditional prefabricated steel formwork adopts the concatenation of unsmooth tenon connecting piece, and the unsmooth tenon connecting piece installation degree of difficulty is big during construction installation, and single structure and fixed, two liang of templates are difficult to confirm the vertical angle, lead to final shaping angular deviation can appear to be difficult to demolish the structure position of template, the structure is difficult to arrange in pairs, can't realize supplementary demolising, pour functions such as detection, be difficult to carry out quick effectual adjustment according to the cooperation and the practical condition of difference moreover, it is longer that the installation is got up to take time.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

Aiming at the problems in the related art, the utility model provides a precast concrete self-balancing side form of a building construction bearing platform, which aims to overcome the technical problems in the prior related art.

Therefore, the utility model adopts the following specific technical scheme:

a precast concrete self-balancing side formwork of a building bearing platform comprises a formwork, wherein a plurality of uniformly distributed function holes are formed in the formwork, function blocks matched with the function holes are arranged in the function holes, through holes matched with the function blocks are formed in the function blocks, function frames matched with the function blocks are arranged at the top end and the bottom end of the formwork, a plurality of uniformly distributed positioning frames are arranged in every two function frames, central axes of every two opposite positioning frames coincide, function rods are arranged between every two positioning frames in an inserting mode, regulating threaded rods matched with the function blocks are arranged in the function rods in an inserting mode, auxiliary grooves matched with the auxiliary grooves are formed in the middle positions of two sides of the formwork, auxiliary blocks matched with the auxiliary grooves are arranged in the auxiliary grooves, and calibration sheets matched with the auxiliary blocks are arranged on one side, away from the formwork, of the auxiliary blocks, the calibration sheet is internally provided with a calibration hole matched with the function rod.

Further, the regulation and control threaded rod with be threaded connection between the function block, the regulation and control threaded rod is kept away from a pot head of function block be equipped with function rod matched with adjusts solid fixed ring.

Furthermore, a bolt matched with the through hole is inserted into the through hole, a sleeve matched with the bolt is sleeved at one end, away from the template, of the bolt, and hook-shaped reinforcing steel bars matched with the sleeve are arranged on one side, away from the bolt, of the sleeve.

Furthermore, the auxiliary groove is a T-shaped groove, and the auxiliary groove is parallel to the side edge of the template.

Furthermore, the inside of calibration hole is equipped with rather than matched with locating lever, the locating hole has been seted up respectively at the both ends of locating lever, and two liang the contained angle between the locating hole is 90, the inside threaded connection of locating hole has rather than matched with locating pin.

Furthermore, the function frame with be equipped with a plurality of fitting pin between the template, the top of function frame is equipped with the sign frame, just the highly fixed of sign frame is 10 cm.

The utility model has the beneficial effects that: the equipment can realize nimble accurate vertical positioning between two liang of side forms to can let the single structure of template produce the change, utilize a plurality ofly can pull and complex functional block, when guaranteeing that original function goes on, can realize supplementary demolising, pour and detect and function such as structure enhancement interpolation, equipment still provides the structure that can adjust and makes things convenient for the nimble collocation that the form setting goes on, guarantees the smooth and stable of form setting, thereby makes equipment nimble more and practical.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

FIG. 1 is a schematic structural diagram of a precast concrete self-balancing side form of a building construction bearing platform according to an embodiment of the utility model;

FIG. 2 is a schematic structural diagram of a formwork of a precast concrete self-balancing side form of a building cap according to an embodiment of the utility model;

FIG. 3 is a schematic structural diagram of functional blocks of a precast concrete self-balancing side form of a building construction bearing platform according to an embodiment of the utility model;

fig. 4 is a schematic structural diagram of positioning rods of a precast concrete self-balancing side form of a building construction bearing platform according to an embodiment of the utility model.

In the figure:

1. a template; 2. a functional hole; 3. a function block; 4. a through hole; 5. a functional rack; 6. a positioning frame; 7. a function lever; 8. adjusting and controlling the threaded rod; 9. an auxiliary groove; 10. an auxiliary block; 11. a calibration sheet; 12. calibrating the hole; 13. a bolt; 14. positioning a rod; 15. positioning holes; 16. positioning pins; 17. a locking pin; 18. and (4) an identification frame.

Detailed Description

For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the utility model, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.

According to an embodiment of the utility model, a precast concrete self-balancing side form of a building construction bearing platform is provided.

The first embodiment is as follows:

as shown in fig. 1-4, the precast concrete self-balancing side form of a building construction bearing platform according to the embodiment of the utility model comprises a form 1, a plurality of uniformly distributed functional holes 2 are formed in the form 1, functional blocks 3 matched with the functional holes 2 are arranged in the functional holes 2, through holes 4 matched with the functional blocks 3 are formed in the functional blocks 3, functional frames 5 matched with the form 1 are arranged at the top end and the bottom end of the form 1, a plurality of uniformly distributed positioning frames 6 are arranged in every two functional frames 5, the central axes of every two opposite positioning frames 6 are overlapped, functional rods 7 are inserted between every two positioning frames 6, adjusting threaded rods 8 matched with the functional blocks 3 are inserted in the functional rods 7, auxiliary grooves 9 matched with the functional rods are formed in the middle positions of two sides of the form 1, and auxiliary blocks 10 matched with the auxiliary grooves 9 are arranged in the auxiliary grooves 9, one side of the auxiliary block 10, which is far away from the template 1, is provided with a calibration sheet 11 matched with the auxiliary block, and a calibration hole 12 matched with the function rod 7 is formed in the calibration sheet 11.

The specific arrangement and function of the template 1, the through hole 4, the function bar 7, the positioning bar 14, the function frame 5 and the positioning frame 6 will be described in detail below.

As shown in figure 1, when in use, according to the difference of the sizes of the bearing platforms poured as required, firstly, a template 1 is placed at a preset position, the functional rod 7 is inserted through the positioning frame 6 while keeping the vertical state, the functional rod 7 is sequentially inserted through the top positioning frame 6, the calibration sheet 11 and the bottom positioning frame 6 by sliding the auxiliary block 10 in the period, the height of the bottom of the template 1 from the ground is controlled by hammering and pressing down the functional rod 7 while ensuring the fixation, meanwhile, because the auxiliary block 10 is matched with the auxiliary groove 9 to form an angle vertical to the template 1, the inserted functional rod 7 can be completely parallel to the template 1 and ensure the verticality, then one end of the regulating threaded rod 8 is firstly fixed with the functional block 3 by screw thread, then the fixing ring is screwed slowly, whether the side wall of the functional block 3 is flush with the side wall of the template 1 is judged by regulating the residual length of the threaded rod 8, after one template 1 is completely installed and fixed, templates of other surfaces are sequentially installed and fixed, the height of the template 1 from the ground is controlled, then, auxiliary blocks 10 in auxiliary grooves 9 in every two templates 1 are moved to positions, after the auxiliary blocks are moved to the intersection positions, calibration holes 12 in every two calibration sheets 11 are aligned through slow movement, complete coincidence is determined through inserting positioning rods 14, at the moment, because the auxiliary blocks 10 are perpendicular to the templates 1, after every two calibration holes 12 are coincided, the intersection positions of every two templates 1 form vertical angles, whether the angles are completely accurate is judged through rotating the positioning rods 14 by utilizing the vertical included angles of positioning pins 16, then, templates 1 of other four sides are installed and fixed according to the same method, after the installation is finished, the templates can be replaced by bolts 13 and hook-shaped reinforcing steel bar structures through canceling part of regulating threaded rods 8 in through holes 4 to assist the forming of a bearing platform, after molding, the template 1 can be quickly removed by extracting the functional blocks 3 in advance, and in the pouring process, the function of observation or adjustment of the pouring process can be realized by removing the functional blocks 3 at different positions.

Example two:

as shown in fig. 1-4, a bolt 13 matched with the bolt is inserted into the through hole 4, a sleeve matched with the bolt is sleeved on one end of the bolt 13, which is far away from the template 1, a hook-shaped steel bar matched with the bolt is arranged on one side, which is far away from the bolt, of the sleeve, the auxiliary groove 9 is a T-shaped groove, the auxiliary groove 9 is parallel to the side edge of the template 1, a positioning rod 14 matched with the positioning rod is arranged inside the calibration hole 12, positioning holes 15 are respectively arranged at two ends of the positioning rod 14, an included angle between every two positioning holes 15 is 90 °, a positioning pin 16 matched with the positioning hole 15 is connected to the internal thread of the positioning hole 15, a plurality of locking pins 17 are arranged between the function frame 5 and the template 1, an identification frame 18 is arranged at the top end of the function frame 5, and the height of the identification frame 18 is fixed to be 10 cm.

For the convenience of understanding the technical solutions of the present invention, the following detailed description will be made on the working principle or the operation mode of the present invention in the practical process.

In practical application, pouring different sizes of bearing platforms as required, firstly placing a template 1 at a preset position, keeping a vertical state, inserting a functional rod 7 through a positioning frame 6, meanwhile, controlling the height of the bottom of the template 1 from the ground by sliding an auxiliary block 10 to ensure that the functional rod 7 sequentially penetrates through a top positioning frame 6, a calibration sheet 11 and a bottom positioning frame 6, and controlling the height of the bottom of the template 1 from the ground by hammering and pressing the functional rod 7 downwards, meanwhile, because the auxiliary block 10 is matched with an auxiliary groove 9 to form an angle vertical to the template 1, the inserted functional rod 7 can be completely parallel to the template 1 and ensure the verticality, then fixing one end of a regulating threaded rod 8 and the functional block 3 by threads, then slowly screwing a fixing ring, and judging whether the side wall of the functional block 3 is parallel to the side wall of the template 1 or not by regulating the residual length of the threaded rod 8, after one template 1 is completely installed and fixed, templates of other surfaces are sequentially installed and fixed, the height of the template 1 from the ground is controlled, then, auxiliary blocks 10 in auxiliary grooves 9 in every two templates 1 are moved to positions, after the auxiliary blocks are moved to the intersection positions, calibration holes 12 in every two calibration sheets 11 are aligned through slow movement, complete coincidence is determined through inserting positioning rods 14, at the moment, because the auxiliary blocks 10 are perpendicular to the templates 1, after every two calibration holes 12 are coincided, the intersection positions of every two templates 1 form vertical angles, whether the angles are completely accurate is judged through rotating the positioning rods 14 by utilizing the vertical included angles of positioning pins 16, then, templates 1 of other four sides are installed and fixed according to the same method, after the installation is finished, the templates can be replaced by bolts 13 and hook-shaped reinforcing steel bar structures through canceling part of regulating threaded rods 8 in through holes 4 to assist the forming of a bearing platform, after molding, the template 1 can be quickly removed by extracting the functional blocks 3 in advance, and in the pouring process, the function of observation or adjustment of the pouring process can be realized by removing the functional blocks 3 at different positions.

In summary, according to the technical scheme of the utility model, the equipment can realize flexible and accurate vertical positioning between every two side forms, and can change the single structure of the template, and the functions of auxiliary dismantling, pouring detection, structure reinforcing and adding and the like can be realized while the original functions are ensured by utilizing a plurality of functional blocks capable of being drawn and matched, and the equipment also provides an adjustable structure to facilitate flexible collocation for template installation, thereby ensuring the smoothness and stability of template installation, and further ensuring that the equipment is more flexible and practical.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims

1. The precast concrete self-balancing side formwork of the building bearing platform is characterized by comprising a formwork (1), wherein a plurality of uniformly distributed functional holes (2) are formed in the formwork (1), a functional block (3) matched with the functional holes is arranged in the functional holes (2), through holes (4) matched with the functional block (3) are formed in the functional block (3), functional frames (5) matched with the functional frames are arranged at the top end and the bottom end of the formwork (1), a plurality of uniformly distributed positioning frames (6) are arranged in the functional frames (5), central axes of the positioning frames (6) are coincident with each other in a pairwise opposite mode, functional rods (7) are arranged between every two positioning frames (6) in an alternating mode, regulating and controlling threaded rods (8) matched with the functional blocks (3) are arranged in the functional rods (7) in an alternating mode, auxiliary grooves (9) matched with the functional rods are formed in the middle positions of two sides of the formwork (1), the auxiliary groove (9) is internally provided with an auxiliary block (10) matched with the auxiliary groove, one side, far away from the template (1), of the auxiliary block (10) is provided with a calibration sheet (11) matched with the auxiliary block, and a calibration hole (12) matched with the function rod (7) is formed in the calibration sheet (11).

2. The precast concrete self-balancing side form for house building bearing platforms as recited in claim 1, characterized in that the adjusting threaded rod (8) is in threaded connection with the functional block (3), and one end of the adjusting threaded rod (8) far away from the functional block (3) is sleeved with an adjusting fixing ring matched with the functional rod (7).

3. The precast concrete self-balancing side form for the building construction bearing platform as recited in claim 1, characterized in that a bolt (13) matched with the through hole (4) is inserted into the through hole, a sleeve matched with the bolt is sleeved on one end of the bolt (13) far away from the formwork (1), and a hook-shaped reinforcing steel bar matched with the sleeve is arranged on one side of the sleeve far away from the bolt.

4. The precast concrete self-balancing side form of a building construction cap according to claim 1, characterized in that the auxiliary groove (9) is a T-shaped groove, and the auxiliary groove (9) and the side edge of the formwork (1) are parallel to each other.

5. The precast concrete self-balancing side form for the building construction bearing platform according to claim 1, characterized in that positioning rods (14) matched with the positioning rods are arranged inside the calibration holes (12), positioning holes (15) are respectively formed at two ends of each positioning rod (14), an included angle between every two positioning holes (15) is 90 degrees, and positioning pins (16) matched with the positioning holes (15) are in threaded connection inside the positioning holes (15).

6. The precast concrete self-balancing side form for the building construction bearing platform as recited in claim 1, characterized in that a plurality of locking pins (17) are provided between the functional frame (5) and the formwork (1), an identification frame (18) is provided on the top end of the functional frame (5), and the height of the identification frame (18) is fixed to 10 cm.