CN212897551U - Structure for preventing concrete leakage of wall and column - Google Patents

Structure for preventing concrete leakage of wall and column Download PDF

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Publication number
CN212897551U
CN212897551U CN202021498806.5U CN202021498806U CN212897551U CN 212897551 U CN212897551 U CN 212897551U CN 202021498806 U CN202021498806 U CN 202021498806U CN 212897551 U CN212897551 U CN 212897551U
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CN
China
Prior art keywords
block
fixed
template
wall
dovetail
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Expired - Fee Related
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CN202021498806.5U
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Chinese (zh)
Inventor
杨金凡
郑保方
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Guangdong Wanxin Construction Engineering Technology Co ltd
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Guangdong Wanxin Construction Engineering Technology Co ltd
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Priority to CN202021498806.5U priority Critical patent/CN212897551U/en
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Abstract

The application relates to the field of auxiliary devices for pouring concrete, in particular to a structure for preventing concrete leakage of a wall or a column, which comprises two templates which are parallel to each other, wherein an installation block is fixedly arranged on the side wall of each template, a sliding block is arranged on each installation block in a sliding manner, the sliding block and the installation blocks are fixed through first fasteners, fixed blocks are fixedly arranged on the sliding blocks, and the fixed blocks are fixedly arranged on the side walls of the templates; the end part of the template is provided with a baffle in a sliding manner, and the baffle and the template are fixed through a second fastener. The wall body building method has the effect that the wall body with various thicknesses can be built.

Description

Structure for preventing concrete leakage of wall and column
Technical Field
The application relates to the field of concreting auxiliary devices, in particular to a structure for preventing concrete leakage of a wall or a column.
Background
At present, in formwork support of cast-in-place concrete walls, holes are drilled in formworks, split bolts penetrate through the holes, and then the split bolts are fixed on two side formworks. The biggest defect of the method is that the slurry leakage image is difficult to avoid when concrete is cast in place, if the holes drilled on the template are small and are matched with the tie bolts tightly, the slurry leakage is less, the appearance of the outer vertical surface of the cast-in-place concrete wall is only influenced, if the holes drilled on the template are too large, the slurry leakage is more, the common quality problems of honeycombs, pitted surfaces, exposed ribs and the like of the cast-in-place concrete wall are easily caused, the quality of the cast-in-place concrete wall is influenced, and particularly, the serious quality problem of the concrete wall is often caused in the project construction of large-area basement walls, high-rise building walls, cable ducts and the like. The phenomena of slurry leakage and root rot at the root of the concrete shear wall are always prominent, but the strength of the traditional method for plugging cement mortar at the root cannot meet the requirement of concrete pouring, the concrete is separated and cracked once vibrated, the template is difficult to remove after the pouring is finished, the construction progress and quality are influenced, and the bonding performance of the cement mortar and the aluminum template is poor.
Chinese patent with publication number CN210598153U in the related art discloses a structure for preventing concrete leakage of wall and column, which comprises a template, the lateral wall fixedly connected with backup pad of template, the backup pad bottom is placed the board in subaerial fixedly connected with, it is seted up flutedly to place the board up end, the joint has the movable plate in the recess, the lead screw is worn to be equipped with in the position of movable plate on placing the board, the lead screw is close to the one end of backup pad is rotated and is connected with fixed plate one, the other end of lead screw is rotated and is worn to be equipped with fixed plate two, the backup pad is close to the one end of lead screw articulates there is the push rod, the other end of push rod with the upper end of movable.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: the lateral wall fixedly connected with backup pad of two templates, backup pad bottom fixedly connected with place the board, and the distance between two templates can't be adjusted, can only build the wall body of a thickness.
SUMMERY OF THE UTILITY MODEL
In order to be able to build walls of various thicknesses, the application provides a structure for preventing concrete leakage from walls and columns.
The application provides a prevent wall, post concrete structure that leaks adopts following technical scheme:
a structure for preventing concrete leakage of a wall and a column comprises two parallel templates, wherein an installation block is fixedly arranged on the side wall of each template, a sliding block is arranged on each installation block in a sliding manner, the sliding block and the installation blocks are fixed through first fasteners, a fixed block is fixedly arranged on each sliding block, and the fixed block is fixedly arranged on the side wall of each template; the end part of the template is provided with a baffle in a sliding manner, and the baffle and the template are fixed through a second fastener.
Through adopting above-mentioned technical scheme, remove the fixed action of first fastener to the sliding block, remove the fixed action of second fastener to baffle and template simultaneously, slide the fixed block through the sliding block that slides, fixed block drive template slides to can adjust the distance between two templates, and then can build the wall body of multiple thickness.
Preferably, a first dovetail block is fixedly arranged on the lower surface of the sliding block, the mounting block is horizontally arranged, a first dovetail groove is formed in the upper surface of the mounting block, the length direction of the first dovetail groove is perpendicular to the template, and the first dovetail block is matched with the first dovetail groove in a sliding mode.
Through adopting above-mentioned technical scheme, first dovetail has the guide effect to first dovetail to make first dovetail towards the direction that is close to or keeps away from the template slide, first dovetail drive sliding block slides, and sliding block drive fixed block slides, and fixed block drive template slides, thereby realizes the regulation to the distance of two templates.
Preferably, the lateral wall of template has seted up the fixed slot, the fixed block with the fixed slot joint cooperation, the fixed block is fixed in through first bolt on the template.
Through adopting above-mentioned technical scheme, the fixed slot has the positioning action to the fixed block, has increased the convenience of staff's installation fixed block.
Preferably, a second dovetail block is fixedly arranged at the end part of the template, a second dovetail groove is formed in the side wall, close to the template, of the baffle, and the second dovetail block is matched with the second dovetail groove in a sliding mode.
Through adopting above-mentioned technical scheme, the second dovetail has the guide effect to the second forked tail piece, can make the template slide towards the length direction of second dovetail to the realization is to the regulation of distance between two templates.
Preferably, the first fastener is a butterfly bolt, the butterfly bolt is in threaded connection with the sliding block, and the end of the butterfly bolt abuts against the surface of the mounting block.
Through adopting above-mentioned technical scheme, butterfly bolt's cap compares with ordinary bolt's cap, and staff's hand is bigger with butterfly bolt's cap area of contact, and staff realizes the fixed action to sliding block and installation piece through rotatory butterfly bolt, has laborsaving effect.
Preferably, the second fastener is an angle steel, the angle steel includes mutually perpendicular's first angle limit and second angle limit, first angle limit with second angle limit fixed connection, the lateral wall butt on first angle limit in the lateral wall of baffle, first angle limit is fixed in through the second bolt on the baffle, the lateral wall butt on second angle limit in the lateral wall of template, second angle limit is fixed in through the third bolt on the template.
Through adopting above-mentioned technical scheme, on being fixed in the baffle through the second bolt with first angle limit, on being fixed in the template through the third bolt with second angle limit to realize fixing between template and the baffle, the angle steel has increased the fastness of being connected between template and the baffle.
Preferably, the side wall of the mounting block is fixedly provided with a mounting part, and the mounting part is fixed on the ground through a fourth bolt.
Through adopting above-mentioned technical scheme, the thickness of installation department is far less than the thickness of installation piece, is fixed in ground through the fourth bolt with the installation department to be fixed in ground with the installation piece, increased staff fixed mounting piece's convenience.
Preferably, the side wall of the sliding block is fixedly provided with a pulling block.
Through adopting above-mentioned technical scheme, the staff draws the piece through the pulling and pulls the sliding block to make first dovetail piece slide in first dovetail, increased the convenience that the staff slided the sliding block.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the fixing effect of the first fastener on the sliding block is removed, the fixing effect of the second fastener on the baffle and the template is removed, the fixing block is slid through the sliding block, and the fixing block drives the templates to slide, so that the distance between the two templates can be adjusted, and the wall bodies with various thicknesses can be built;
2. the first dovetail groove has a guiding function on the first dovetail block so that the first dovetail block slides towards the direction close to or far away from the template, the first dovetail block drives the sliding block to slide, the sliding block drives the fixed block to slide, and the fixed block drives the template to slide, so that the distance between the two templates is adjusted;
3. the staff pulls the sliding block through pulling the pull block to make first dovetail piece slide in first dovetail, increased staff's the convenience of sliding the sliding block.
Drawings
Fig. 1 is a schematic structural diagram of a structure for preventing concrete leakage of a wall or column according to an embodiment of the present application.
Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Description of reference numerals: 1. a template; 101. fixing grooves; 102. a second dovetail block; 2. mounting blocks; 201. an installation part; 202. a first dovetail groove; 3. a fourth bolt; 4. a sliding block; 5. pulling the block; 6. a first dovetail block; 7. a butterfly bolt; 8. a fixed block; 9. a baffle plate; 901. a second dovetail groove; 10. a first bolt; 11. angle steel; 111. a first corner edge; 112. a second corner edge; 12. a second bolt; 13. and a third bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a structure for preventing concrete leakage of a wall or a column. Referring to fig. 1, the structure for preventing concrete leakage of a wall or a column comprises two parallel formworks 1, a mounting block 2 is fixedly arranged on the side wall of each formwork 1, the mounting block 2 is cuboid, and the mounting block 2 is horizontally arranged. Specifically, two opposite side walls of the mounting block 2 are integrally formed with mounting portions 201, the mounting portions 201 are rectangular solids, and the mounting portions 201 are fixed on the ground through fourth bolts 3. The fourth bolt 3 is screwed to the ground through the mounting portion 201, and fixes the mounting portion 201 to the ground, thereby fixing the mounting block 2 to the ground. So set up, increased staff fixed mounting piece 2's convenience.
Referring to fig. 1 and 2, the mounting block 2 is slidably provided with a slide block 4. Specifically, the shape of the sliding block 4 is a cuboid, and the two opposite side walls of the sliding block 4 are integrally formed with the pulling block 5. The lower surface of the sliding block 4 is fixedly provided with a first dovetail block 6, the upper surface of the mounting block 2 is provided with a first dovetail groove 202, the length direction of the first dovetail groove 202 is perpendicular to the template 1, two ends of the first dovetail groove 202 are both arranged in a closed manner, the first dovetail block 6 is matched with the first dovetail groove 202 in a sliding manner, and the length of the first dovetail block 6 is smaller than that of the first dovetail groove 202. So set up, the staff draws the sliding block 4 through the pulling and draws piece 5 to make first dovetail 6 slide in first dovetail 202, increased the convenience that the staff slided sliding block 4.
With continued reference to fig. 1 and 2, the skid 4 is secured to the mounting block 2 by a first fastener. In this embodiment, the first fastener is the butterfly bolt 7, and there are two butterfly bolts 7, and two butterfly bolts 7 all are connected with the sliding block 4 screw thread, and the tip of two butterfly bolts 7 all butts in the installation piece 2 surface. So set up, the cap of butterfly bolt 7 compares with the cap of ordinary bolt, and staff's hand is bigger with the area of contact of the cap of butterfly bolt 7, and the staff realizes the fixed action to sliding block 4 and installation piece 2 through rotatory butterfly bolt 7, has laborsaving effect.
With continued reference to fig. 1 and 2, the sliding block 4 is integrally formed with a fixing block 8, and the fixing block 8 is fixedly disposed on the side wall of the formwork 1. Specifically, the shape of fixed block 8 is the cuboid, and fixed slot 101 has been seted up to the lateral wall of template 1, and fixed block 8 cooperates with fixed slot 101 joint, and fixed block 8 is fixed in on the template 1 through first bolt 10. The first bolt 10 penetrates through the fixing block 8 to be in threaded connection with the template 1, and the fixing block 8 is fixed on the side wall of the template 1. So set up, fixed slot 101 has the positioning action to fixed block 8, has increased the convenience of staff's installation fixed block 8.
Referring to fig. 1, the end of the formwork 1 is slidably provided with a baffle 9. Specifically, the second dovetail block 102 is integrally formed at both ends of the template 1, the baffle 9 is provided with a second dovetail groove 901 near the side wall of the template 1, both ends of the second dovetail groove 901 are provided with openings, and the second dovetail block 102 is in sliding fit with the second dovetail groove 901. With this arrangement, the second dovetail groove 901 guides the second dovetail block 102, so that the templates 1 can slide in the length direction of the second dovetail groove 901, thereby adjusting the distance between the two templates 1.
With continued reference to fig. 1, the blind 9 is secured to the form 1 by a second fastener. In this embodiment, the second fastening member is an angle steel 11, the angle steel 11 includes a first angle edge 111 and a second angle edge 112 that are perpendicular to each other, the first angle edge 111 and the second angle edge 112 are integrally formed, a sidewall of the first angle edge 111 abuts against a sidewall of the baffle plate 9, and the first angle edge 111 is fixed to the baffle plate 9 by a second bolt 12. The side wall of the second corner edge 112 abuts against the side wall of the formwork 1, and the second corner edge 112 is fixed to the formwork 1 by the third bolt 13. Specifically, the second bolt 12 is threaded through the first corner edge 111 to be connected with the baffle 9, and the third bolt 13 is threaded through the second corner edge 112 to be connected with the template 1. So set up, angle steel 11 has increased the fastness of being connected between template 1 and the baffle 9.
The implementation principle of the structure for preventing the concrete leakage of the wall and the column is as follows: when a worker needs to adjust the distance between the two templates 1, the fixing effect of the butterfly bolts 7 on the sliding block 4 and the mounting block 2 is removed, meanwhile, the fixing effect of the angle steel 11 on the templates 1 and the baffle 9 is removed, the worker pulls the sliding block 4 by pulling the pull block 5, the sliding block 4 drives the first dovetail block 6 to slide in the first dovetail groove 202, the fixed block 8 slides along with the sliding block 4, the templates 1 slide along with the fixed block 8, so that the distance between the two templates 1 is adjusted, and then the sliding block 4 is fixed on the mounting block 2 by rotating the butterfly bolts 7, so that the sliding block 4 is fixed; the first corner 111 is fixed to the shutter 9 by rotating the second bolt 12, and the second corner 112 is fixed to the formwork 1 by rotating the third bolt 13, thereby fixing the shutter 9 and the formwork 1 together. Compare earlier in the background art, the utility model discloses can build the wall body of multiple thickness.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a prevent wall, post concrete structure that leaks thick liquid, includes two templates (1) that are parallel to each other, its characterized in that: the side wall of the template (1) is fixedly provided with an installation block (2), the installation block (2) is provided with a sliding block (4) in a sliding manner, the sliding block (4) and the installation block (2) are fixed through a first fastening piece, a fixed block (8) is fixedly arranged on the sliding block (4), and the fixed block (8) is fixedly arranged on the side wall of the template (1); the end part of the template (1) is slidably provided with a baffle (9), and the baffle (9) is fixed with the template (1) through a second fastener.
2. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: sliding block (4) lower fixed surface is provided with first dovetail block (6), installation piece (2) are the level setting, first dovetail (202) have been seted up to installation piece (2) upper surface, the length direction perpendicular to of first dovetail (202) template (1), first dovetail block (6) with first dovetail (202) cooperation of sliding.
3. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: fixed slot (101) have been seted up to the lateral wall of template (1), fixed block (8) with fixed slot (101) joint cooperation, fixed block (8) are fixed in through first bolt (10) on template (1).
4. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: the end part of the template (1) is fixedly provided with a second dovetail block (102), the side wall of the baffle (9) close to the template (1) is provided with a second dovetail groove (901), and the second dovetail block (102) is in sliding fit with the second dovetail groove (901).
5. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: the first fastener is a butterfly bolt (7), the butterfly bolt (7) is in threaded connection with the sliding block (4), and the end of the butterfly bolt (7) abuts against the surface of the mounting block (2).
6. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: the second fastener is angle steel (11), angle steel (11) include mutually perpendicular's first angle limit (111) and second angle limit (112), first angle limit (111) with second angle limit (112) fixed connection, the lateral wall butt of first angle limit (111) in the lateral wall of baffle (9), first angle limit (111) are fixed in through second bolt (12) on baffle (9), the lateral wall butt of second angle limit (112) in the lateral wall of template (1), second angle limit (112) are fixed in through third bolt (13) on template (1).
7. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: the lateral wall of installation piece (2) is fixed and is provided with installation department (201), installation department (201) are fixed in ground through fourth bolt (3).
8. The structure for preventing concrete leakage from wall or column as claimed in claim 1, wherein: and a pull block (5) is fixedly arranged on the side wall of the sliding block (4).
CN202021498806.5U 2020-07-25 2020-07-25 Structure for preventing concrete leakage of wall and column Expired - Fee Related CN212897551U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021498806.5U CN212897551U (en) 2020-07-25 2020-07-25 Structure for preventing concrete leakage of wall and column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021498806.5U CN212897551U (en) 2020-07-25 2020-07-25 Structure for preventing concrete leakage of wall and column

Publications (1)

Publication Number Publication Date
CN212897551U true CN212897551U (en) 2021-04-06

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CN202021498806.5U Expired - Fee Related CN212897551U (en) 2020-07-25 2020-07-25 Structure for preventing concrete leakage of wall and column

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541747A (en) * 2022-04-06 2022-05-27 安徽开盛津城建设有限公司 Novel constructional column anti-slurry-overflowing construction process
CN115179398A (en) * 2022-07-23 2022-10-14 江苏远瀚建筑设计有限公司 Adjustable type preparation template of concrete prefabricated component

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541747A (en) * 2022-04-06 2022-05-27 安徽开盛津城建设有限公司 Novel constructional column anti-slurry-overflowing construction process
CN114541747B (en) * 2022-04-06 2023-11-10 安徽开盛津城建设有限公司 Novel construction technology for preventing slurry overflow of constructional column
CN115179398A (en) * 2022-07-23 2022-10-14 江苏远瀚建筑设计有限公司 Adjustable type preparation template of concrete prefabricated component
CN115179398B (en) * 2022-07-23 2023-11-28 江苏远瀚建筑设计有限公司 Adjustable manufacturing template for concrete prefabricated part

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Granted publication date: 20210406