CN220080764U - Concrete guide wall template - Google Patents

Concrete guide wall template Download PDF

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Publication number
CN220080764U
CN220080764U CN202321452515.6U CN202321452515U CN220080764U CN 220080764 U CN220080764 U CN 220080764U CN 202321452515 U CN202321452515 U CN 202321452515U CN 220080764 U CN220080764 U CN 220080764U
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China
Prior art keywords
hole
steel mould
mould panel
steel
guide wall
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CN202321452515.6U
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Chinese (zh)
Inventor
范林峰
应武挡
刘洋
李云
郭雄伟
徐皖南
陈梅华
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China Construction Seventh Engineering Division Corp Ltd
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China Construction Seventh Engineering Division Corp Ltd
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Abstract

The utility model provides a formwork of a concrete guide wall, which comprises a steel clamp, a counter pull rod and a hole connecting piece which are connected to a steel mould panel, wherein a connecting unit is arranged on the steel mould panel, the counter pull rod is connected with the steel mould panel through the connecting unit, the connecting point of the counter pull rod and the steel mould panel is accurate, displacement cannot be generated during use, and the stability and the firmness are high. The steel card cooperates with steel mould panel joint, the steel card designs to press from both sides the mode on the steel mould panel, and the installation is dismantled simply and conveniently, and the removal on the guide wall template is also convenient, can remove the point location that needs to be pressed from both sides admittedly at any time. The assembly and the disassembly of each part are convenient and quick, the operation of constructors is convenient, the operation can be repeatedly used, and the turnover is convenient.

Description

Concrete guide wall template
Technical Field
The utility model belongs to the field of guide wall construction, and particularly relates to a concrete guide wall template.
Background
The guide wall is a wall form and is used for guiding and controlling the range and the direction of the continuous wall.
Along with the improvement of civil building quality, in order to ensure the waterproof requirements of buildings, kitchens, bathrooms and the like, a method of casting a concrete guide wall and a structural floor slab at one time is generally adopted. However, in the actual construction process, the following two major problems exist:
1. because the vibration rod is used for vibrating the concrete when the guide wall concrete is poured, the guide wall template is easy to deviate and expand, and the normal construction of the subsequent process is not facilitated;
2. the common wooden templates of the concrete guide wall are erected, the geometric dimension of the guide wall is difficult to keep due to the fact that the wooden templates of the guide wall are erected on each layer, and the wooden templates of the guide wall are easy to damage when being dismantled, so that waste of manpower and material resources is caused.
Therefore, different concrete guide wall templates appear in the existing construction, and the concrete guide wall templates mainly comprise the following components:
the first prior art is: a concrete guide wall form disclosed in chinese patent application publication No. 2016.03.30, CN105442832a, comprising: the steel mould panel and the steel card form a guide wall template base member, the end face sealing plate is arranged at the end of the guide wall template base member, the connecting angle steel is arranged between the longitudinal directions of the two sections of guide wall template base members, and the round steel pull rod is arranged between the corners of the two sections of guide wall template base members.
In the first prior art, the problems of easy deformation, mold expansion and deviation of the concrete guide wall template are solved, but the following defects exist:
1. the steel cutter is connected with the panel through a plurality of bolts, so that the operation is inconvenient and complicated;
2. the round steel pull rod is connected with the panel through the screw rod, when the round steel pull rod is assembled, workers are required to align holes in the round steel pull rod with hanging holes in the panel, the screw rod penetrates into the holes to be connected, the hanging holes have a certain length, displacement can be generated in the long hanging holes after the screw rod is stressed, and the supporting points are easy to misplace to influence the supporting effect.
Disclosure of Invention
Aiming at the defects in the background technology, the utility model provides a concrete guide wall template, which solves the problems of inconvenient operation and unstable supporting points of a pull rod and a panel caused by complicated assembly of each component of the concrete guide wall template.
The technical scheme of the utility model is as follows:
the utility model provides a concrete guide wall template, includes steel card, counter pull rod, the entrance to a cave connecting piece of connecting on the steel mould panel, be provided with connecting element on the steel mould panel, counter pull rod pass through connecting element with the steel mould panel links to each other, counter pull rod includes U-shaped counter pull rod one or U-shaped counter pull rod two or U-shaped counter pull rod three or one style of calligraphy counter pull rod or double hook spring, connecting element include with U-shaped counter pull rod one peg graft fit's through-hole one or with U-shaped counter pull rod two peg graft fit's through-hole two or with U-shaped counter pull rod three peg graft fit's through-hole three or with one style of calligraphy counter pull rod peg graft fit's through-hole five or with double hook spring peg graft fit's through-hole seven, steel bar with steel mould panel joint fit. The tie rod is accurate with the tie point of steel mould panel, can not produce the displacement during the use, stability, fastness are high. The steel card cooperates with steel mould panel joint, the steel card designs to press from both sides the mode on the steel mould panel, and the installation is dismantled simply and conveniently, and the removal on the guide wall template is also convenient, can remove the point location that needs to be pressed from both sides admittedly at any time. The assembly and the disassembly of each part are convenient and quick, the operation of constructors is convenient, the operation can be repeatedly used, and the turnover is convenient.
Further, the first through hole is formed in the upper wing of the steel mould panel, the first sleeve is arranged below the first through hole, the first sleeve is as high as the steel mould panel, the top and the bottom of the first sleeve are connected with the steel mould panel, the pair pull rod is the first U-shaped pair pull rod, and the two wings of the first U-shaped pair pull rod respectively penetrate through the first through hole and the first sleeve.
Further, the second through hole is formed in the upper wing of the steel mould panel, a second sleeve is arranged below the second through hole, the second sleeve is smaller than the steel mould panel in height, the bottom end of the second sleeve is connected with the steel mould panel, the second counter pull rod is a U-shaped second counter pull rod, and two wings of the second U-shaped counter pull rod penetrate through the second through hole and the second sleeve respectively.
Further, the third through hole is formed in the upper wing of the steel mould panel, the fourth through hole is formed in the lower wing of the steel mould panel, the third through hole corresponds to the fourth through hole vertically, the tie rod is the third U-shaped tie rod, the two wings of the third U-shaped tie rod respectively penetrate through the third through hole and the fourth through hole, and the lengths of the two wings of the third U-shaped tie rod are identical to the height of the steel mould panel.
Further, the through hole five is arranged on the upper wing of the steel mould panel, the through hole six is arranged on the lower wing of the steel mould panel, the through hole five corresponds to the through hole six up and down, the rod piece five respectively penetrates through the through hole five and the through hole six, the lower end of the rod piece five is flush with the lower surface of the steel mould panel, the upper end of the rod piece five is higher than the upper surface of the steel mould panel, the counter pull rod is a straight counter pull rod, and the upper end of the rod piece five is provided with a hole matched with the straight counter pull rod in an inserting mode.
Further, the through hole seven is arranged on the upper wing of the steel mould panel, the pair of pull rods are double-hook springs, and hooks at two ends of the double-hook springs are respectively connected with the through hole seven.
Further, the steel card comprises a horizontal member and a vertical member, wherein the horizontal member and the two vertical members form a U shape.
Further, the height of the vertical members is larger than that of the steel mould panel, the width between the two vertical members is the same as that of the steel mould panel, and the inner surfaces of the vertical members are attached to the outer surfaces of the steel mould panel.
Further, the width of the horizontal member is larger than that of the steel mould panel, and stiffening ribs are connected between the end parts of the horizontal member and the vertical member.
Further, the hole connecting piece comprises hole angle steel, a bolt hole is formed in the hole angle steel, and the hole angle steel is connected with the steel mould panel through a bolt.
The utility model has the following specific beneficial effects:
1. the steel cutter is designed to be clamped on the steel mould panel, so that the steel cutter is simple and convenient to mount and dismount, and can be moved to a point position to be clamped at any time, and the steel cutter is convenient to move on the guide wall template;
2. the connecting point of the opposite pull rod and the steel mould panel is accurate, displacement can not be generated during the use, and the stability and the firmness are high;
3. the assembly and disassembly of each part of the utility model are convenient and quick, the operation of constructors is convenient, the utility model can be repeatedly used, and the turnover is convenient.
Drawings
In order to more clearly illustrate the embodiments of the present utility model, the drawings that are required for the description of the embodiments will be briefly described below, it being apparent that the drawings in the following description are only some embodiments of the present utility model and that other drawings may be obtained from these drawings without inventive effort for a person of ordinary skill in the art.
FIG. 1 is a plan view of a concrete guide wall form;
FIG. 2 is a cross-sectional view B-B of FIG. 1;
FIG. 3 is a schematic diagram of an embodiment 1 of a connection unit according to the present utility model;
FIG. 4 is a schematic diagram of an embodiment 2 of a connection unit according to the present utility model;
FIG. 5 is a schematic diagram of embodiment 3 of the connecting unit of the present utility model;
FIG. 6 is a schematic diagram of an embodiment 4 of a connection unit according to the present utility model;
FIG. 7 is a cross-sectional view A-A of FIG. 1;
FIG. 8 is a schematic view of a steel cartridge of the present utility model;
FIG. 9 is a schematic view of an orifice fitting of the present utility model.
Reference numerals illustrate:
1. a steel mould panel; 2. steel cutting; 3. a pull rod; 4. an opening connecting piece;
11. a first through hole; 12. a sleeve I; 13. u-shaped opposite pull rod I;
21. a second through hole; 22. a second sleeve; 23. u-shaped pull rod II;
31. a third through hole; 32. a through hole IV; 33. u-shaped opposite pull rod III;
41. a through hole V; 42. a through hole six; 43. a straight-line pair pull rod;
51. a horizontal member; 52. a vertical member; 53. stiffening ribs;
61. angle steel at the opening; 62. bolt holes; 63. and (5) a bolt.
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 any inventive effort, are intended to be within the scope of the utility model.
The utility model provides a concrete guide wall template, includes steel 2, counter pull rod 3, the entrance to a cave connecting piece 4 of connecting on steel mould panel 1, be provided with the connecting element on the steel mould panel 1, counter pull rod 3 pass through the connecting element with steel mould panel 1 links to each other, counter pull rod 3 includes U-shaped counter pull rod one 13 or U-shaped counter pull rod two 23 or U-shaped counter pull rod three 33 or one-shaped counter pull rod 43 or double hook spring, the connecting element include with U-shaped counter pull rod one 13 peg graft the through-hole one 11 of cooperation or with U-shaped counter pull rod two 23 peg graft the through-hole three 31 of cooperation or with one-shaped counter pull rod three 33 peg graft the through-hole five 41 of cooperation or with one-hook spring peg graft the through-hole seven of cooperation, steel mould 2 with steel mould panel 1 joint cooperation. The tie rod 3 with the tie point of steel mould panel 1 is accurate, can not produce the displacement during the use, and stability, fastness are high. The steel card 2 is matched with the steel mould panel 1 in a clamping way, the steel card 2 is designed to be clamped on the steel mould panel, the steel card is simple and convenient to mount and dismount, and the steel card 2 can be conveniently moved on the guide wall template and can be moved to a point position to be clamped at any time; the assembly and the disassembly of each part are convenient and quick, the operation of constructors is convenient, the operation can be repeatedly used, and the turnover is convenient.
In embodiment 1, as a preferred embodiment of the concrete guide wall formwork, the first through hole 11 is disposed on the upper wing of the steel form panel 1, the first sleeve 12 is disposed below the first through hole 11, the height of the first sleeve 12 is the same as that of the steel form panel 1, the top and the bottom of the first sleeve 12 are both connected with the steel form panel 1, the tie rod 3 is a U-shaped tie rod 13, and two wings of the U-shaped tie rod 13 respectively pass through the first through hole 11 and the first sleeve 12.
Embodiment 2, as a preferred embodiment of the concrete guide wall formwork, is different from embodiment 1 in that the second through hole 21 is formed in an upper wing of the steel form panel 1, a second sleeve 22 is disposed below the second through hole 21, the height of the second sleeve 22 is smaller than that of the steel form panel 1, the bottom end of the second sleeve 22 is connected with the steel form panel 1, the tie rod 3 is a U-shaped tie rod two 23, and two wings of the U-shaped tie rod two 23 respectively pass through the second through hole 21 and the second sleeve 22.
Embodiment 3, which is a preferred embodiment of the concrete guide wall formwork, is different from embodiment 1 and embodiment 2 in that a third through hole 31 is formed in an upper wing of the steel mold panel 1, a fourth through hole 32 is formed in a lower wing of the steel mold panel 1, the third through hole 31 corresponds to the fourth through hole 32 vertically, the tie rod 3 is a U-shaped tie rod three 33, two wings of the U-shaped tie rod three 33 respectively pass through the third through hole 31 and the fourth through hole 32, and lengths of two wings of the U-shaped tie rod three 33 are the same as the height of the steel mold panel 1.
Embodiment 4, as a preferred embodiment of the concrete guide wall formwork, is different from embodiment 1, embodiment 2 and embodiment 3 in that the through hole five 41 is disposed on an upper wing of the steel mold panel 1, the through hole six 42 is disposed on a lower wing of the steel mold panel 1, the through hole five 41 corresponds to the through hole six 42 up and down, the rod five 44 passes through the through hole five 41 and the through hole six 42 respectively, the lower end of the rod five 44 is flush with the lower surface of the steel mold panel 1, the upper end of the rod five 44 is higher than the upper surface of the steel mold panel 1, the counter pull rod 3 is the in-line counter pull rod 43, and the upper end of the rod five 44 is provided with a hole in plug-in fit with the in-line counter pull rod 43.
Example 5, which is a preferred embodiment of the concrete guide wall formwork, is different from example 1, example 2, example 3, and example 4 in that the through hole seven is provided on the upper wing of the steel form panel 1, the counter pull rod 3 is the double hook spring, and hooks at two ends of the double hook spring are respectively connected with the through hole seven.
On the basis of the above-described embodiment, as a preferred embodiment, the steel cartridge 2 includes a horizontal member 51 and a vertical member 52, and a U-shape is formed between the horizontal member 51 and the two vertical members 52.
On the basis of the above embodiment, as a preferred embodiment, the height of the vertical members 52 is greater than the height of the steel form panel 1, the width between two vertical members 52 is the same as the width of the steel form panel 1, and the inner surface of the vertical member 52 is attached to the outer surface of the steel form panel 1. The steel card 2 is directly clamped on the steel film panel 1, the steel card 2 can be moved according to the requirement, and the steel card can be clamped at any position and flexibly applied.
On the basis of the above embodiment, as a preferred embodiment, the width of the horizontal member 51 is larger than the width of the steel form panel 1, and a stiffening rib 53 is connected between the end of the horizontal member 51 and the vertical member 52.
On the basis of the above embodiment, as a preferred embodiment, the hole connecting piece 4 includes a hole angle steel 61, a bolt hole 62 is provided on the hole angle steel 61, and the hole angle steel 61 is connected with the steel form panel 1 through a bolt 63.
The steel card 2 with steel mould panel 1 joint cooperation, steel card 2 designs to press from both sides the mode on the steel mould panel 1, and the installation is dismantled simply conveniently, and the removal on the guide wall template is also convenient, can remove the point location that needs to be pressed from both sides admittedly at any time. The assembly and the disassembly of each part are convenient and quick, the operation of constructors is convenient, the operation can be repeatedly used, and the turnover is convenient.
The present utility model is not limited to the conventional technical means known to those skilled in the art.
The foregoing has shown and described the basic principles, main features and advantages of the present utility model. The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.

Claims (10)

1. The utility model provides a concrete guide wall template, includes steel card (2), counter pull rod (3), entrance to a cave connecting piece (4) of connecting on steel mould panel (1), its characterized in that: the steel mould panel (1) is provided with a connecting unit, the tie rod (3) is connected with the steel mould panel (1) through the connecting unit, the tie rod (3) comprises a U-shaped tie rod I (13) or a U-shaped tie rod II (23) or a U-shaped tie rod III (33) or a I-shaped tie rod 43 or a double-hook spring, the connecting unit comprises a through hole I (11) in plug connection with the U-shaped tie rod I (13) or a through hole II (21) in plug connection with the U-shaped tie rod II (23) or a through hole III (31) in plug connection with the U-shaped tie rod III (33) or a through hole V (41) in plug connection with the I-shaped tie rod 43) or a through hole V (41) in plug connection with the double-hook spring, and the steel mould (2) is in plug connection with the steel mould panel (1).
2. The concrete guide wall form of claim 1, wherein: the steel mould panel is characterized in that the first through hole (11) is formed in the upper wing of the steel mould panel (1), the first sleeve (12) is arranged below the first through hole (11), the first sleeve (12) is the same as the steel mould panel (1) in height, the top and the bottom of the first sleeve (12) are connected with the steel mould panel (1), the pair pull rod (3) is the first U-shaped pair pull rod (13), and the two wings of the first U-shaped pair pull rod (13) respectively penetrate through the first through hole (11) and the first sleeve (12).
3. The concrete guide wall form of claim 1, wherein: the steel mould panel is characterized in that the second through hole (21) is formed in the upper wing of the steel mould panel (1), the second sleeve (22) is arranged below the second through hole (21), the second sleeve (22) is smaller than the steel mould panel (1), the bottom end of the second sleeve (22) is connected with the steel mould panel (1), the second opposite pull rod (3) is the second U-shaped opposite pull rod (23), and the two wings of the second U-shaped opposite pull rod (23) respectively penetrate through the second through hole (21) and the second sleeve (22).
4. The concrete guide wall form of claim 1, wherein: the steel mould panel is characterized in that a through hole III (31) is formed in an upper wing of the steel mould panel (1), a through hole IV (32) is formed in a lower wing of the steel mould panel (1), the through hole III (31) corresponds to the through hole IV (32) up and down, a pair of pull rods (3) are U-shaped pair of pull rods III (33), two wings of the U-shaped pair of pull rods III (33) respectively penetrate through the through hole III (31) and the through hole IV (32), and the lengths of two wings of the U-shaped pair of pull rods III (33) are identical to the height of the steel mould panel (1).
5. The concrete guide wall form of claim 1, wherein: the steel mould panel is characterized in that a through hole five (41) is arranged on an upper wing of the steel mould panel (1), a through hole six (42) is arranged on a lower wing of the steel mould panel (1), the through hole five (41) corresponds to the through hole six (42) up and down, a rod piece five (44) respectively penetrates through the through hole five (41) and the through hole six (42), the lower end of the rod piece five (44) is flush with the lower surface of the steel mould panel (1), the upper end of the rod piece five (44) is higher than the upper surface of the steel mould panel (1), the counter pull rod (3) is a straight counter pull rod (43), and the upper end of the rod piece five (44) is provided with a hole matched with the straight counter pull rod (43) in a plugging manner.
6. The concrete guide wall form of claim 1, wherein: the through hole seven is arranged on the upper wing of the steel mould panel (1), the pair pull rod (3) is the double-hook spring, and hooks at two ends of the double-hook spring are respectively connected with the through hole seven.
7. The concrete guide wall form of any one of claims 1-6, wherein: the steel card (2) comprises a horizontal member (51) and a vertical member (52), wherein a U-shape is formed between the horizontal member (51) and the two vertical members (52).
8. The concrete guide wall form of claim 7, wherein: the height of the vertical members (52) is larger than that of the steel mould panel (1), the width between the two vertical members (52) is the same as that of the steel mould panel (1), and the inner surfaces of the vertical members (52) are attached to the outer surface of the steel mould panel (1).
9. The concrete guide wall form of claim 7, wherein: the width of the horizontal member (51) is larger than that of the steel mould panel (1), and a stiffening rib (53) is connected between the end part of the horizontal member (51) and the vertical member (52).
10. The concrete guide wall form of any one of claims 1-6, wherein: the hole connecting piece (4) comprises hole angle steel (61), bolt holes (62) are formed in the hole angle steel (61), and the hole angle steel (61) is connected with the steel mould panel (1) through bolts (63).
CN202321452515.6U 2023-06-08 2023-06-08 Concrete guide wall template Active CN220080764U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321452515.6U CN220080764U (en) 2023-06-08 2023-06-08 Concrete guide wall template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321452515.6U CN220080764U (en) 2023-06-08 2023-06-08 Concrete guide wall template

Publications (1)

Publication Number Publication Date
CN220080764U true CN220080764U (en) 2023-11-24

Family

ID=88814727

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321452515.6U Active CN220080764U (en) 2023-06-08 2023-06-08 Concrete guide wall template

Country Status (1)

Country Link
CN (1) CN220080764U (en)

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