CN219491716U

CN219491716U - Novel anti-bank reinforcement

Info

Publication number: CN219491716U
Application number: CN202320068532.3U
Authority: CN
Inventors: 袁敏; 陈胜珠; 熊廷辉; 钟超锋
Original assignee: Guangdong Dazertong Technology Co ltd
Current assignee: Guangdong Dazertong Technology Co ltd
Priority date: 2023-01-10
Filing date: 2023-01-10
Publication date: 2023-08-08
Anticipated expiration: 2033-01-10

Abstract

The utility model discloses a novel back reinforcement, which comprises: the U-shaped back ridge reinforcement comprises an L-shaped back ridge and a straight back ridge, the L-shaped back ridge comprises a first straight double back ridge and a second straight double back ridge, one end of the second straight double back ridge is fixedly connected to the lower surface of the first straight double back ridge, and seven pin holes which are transversely distributed at intervals are formed in two side faces of the first straight double back ridge; the two sides of one end of the straight back edge are fixedly connected with iron sheets, the iron sheets are detachably connected to the two sides of the first straight back edge through long pins, and eight longitudinally spaced screw holes are formed in the two sides of the second straight back edge and the two sides of the straight back edge. Through the U-shaped reverse reinforcement that uses the setting, can compensate original reverse reinforcement system's not enough, need not open pore on reverse bank, processing is convenient to machining precision is high, and the installation is effectual, and the reinforcement nature is good, and template rate of utilization is high, saves project cost.

Description

Novel anti-bank reinforcement

Technical Field

The utility model relates to the technical field of civil engineering, in particular to a novel reverse reinforcement.

Background

With the rapid development of the construction industry, the construction technology is improved, more and more ultra-high and large-scale construction projects are continuously appeared, and the building templates are widely applied to various buildings. The building form is a temporary supporting structure, which is generally manufactured according to design requirements, so that a concrete structure and a model are formed according to specified positions and geometric dimensions, the correct positions are maintained, and the self weight of the building form and external loads acting on the self weight are borne. The building template consists of a template system, a supporting system and a reinforcing system. The formwork is the part that shapes the concrete, the support system is the structural part that stabilizes the formwork position and bears the upper load, and the reinforcement system is the structural part that stabilizes the formwork lateral position, providing lateral resistance. The quality of the template relates to the quality of the concrete engineering, and the key points are firm assembly, convenient disassembly and assembly and the like.

Along with the high-speed development of building aluminum templates, there is obvious not enough to hang mould one time and turn over a bank reinforcing system in the screw rod system now, for example, "201922129256.3" open "novel turn over a bank reinforcement", it is fixed the reinforcement on turn over a bank through using the pull rod, the pull rod passes through the bolt and is connected with turn over a bank, need open pore on turn over a bank, the requirement of most project package can not be at turn over a bank trompil, need with the package can the trompil of communicating, and the lateral wall angle aluminium that sets up lacks the reinforcement, make reinforcing system incomplete, the template runs the position easily, the mould expands.

Disclosure of Invention

The utility model aims to at least solve one of the technical problems in the prior art and provides a novel reverse reinforcement, which is a main innovation point.

The utility model also provides a novel reverse reinforcement, which comprises the following components: the U-shaped back ridge reinforcement comprises an L-shaped back ridge and a straight back ridge, the L-shaped back ridge comprises a first straight double back ridge and a second straight double back ridge, one end of the second straight double back ridge is fixedly connected to the lower surface of the first straight double back ridge, and seven pin holes which are transversely distributed at intervals are formed in two side faces of the first straight double back ridge; the two sides of one end of the straight back edge are fixedly connected with iron sheets, the iron sheets are detachably connected to the two sides of the first straight back edge through long pins, and eight longitudinally spaced screw holes are formed in the two sides of the second straight back edge and the two sides of the straight back edge.

Through the U-shaped reverse reinforcement that uses the setting, can compensate original reverse reinforcement system's not enough, need not open pore on reverse bank, processing is convenient to machining precision is high, and the installation is effectual, and the reinforcement nature is good, and template rate of utilization is high, saves project cost.

According to the novel reverse reinforcement provided by the utility model, the second straight double-back ridge is connected with a counter-pulling screw rod through screw rod holes in a threaded manner. And reinforcing the U-shaped reverse reinforcement by the opposite-pull screw rod.

According to the novel reverse reinforcement provided by the utility model, one end of the opposite-pull screw, which is far away from the second straight-type double-back ridge, is in threaded connection with the straight-back ridge through the screw hole. The second straight double back ridge and the straight back ridge are fastened by the opposite-pulling screw, so that the fastening degree can be conveniently adjusted, and the U-shaped reverse ridge fastener can be used more flexibly.

According to the novel inverted ridge reinforcement provided by the utility model, the middle of the U-shaped inverted ridge reinforcement is provided with the concrete inverted ridge closely to the ground, the upper surface of the concrete inverted ridge is provided with the first inverted ridge template, and the two side surfaces of the concrete inverted ridge are respectively provided with the second inverted ridge templates.

The concrete inverted ridge structure and the modeling can be formed according to the specified position and the geometric dimension through the arranged inverted ridge template.

According to the novel inverted ridge reinforcement provided by the utility model, the first angle steel is fixedly connected to the surfaces of the two sides of the first inverted ridge template, and the side wings of the first angle steel, which are far away from the first inverted ridge template, are fixedly connected with the upper surface of the second inverted ridge template. The first angle steel is used for connecting and fixing the first reverse bank template and the second reverse bank template.

According to the novel back sill reinforcement provided by the utility model, the lower surface of the second back sill template is fixedly connected with the second angle steel, and the second angle steel is far away from the side wing of the second back sill template and is clung to the concrete back sill. The second angle steel that sets up is used for supporting the fixed with the second template and concrete anti-bank.

According to the novel back reinforcement, the second straight double-back ridge and the straight back ridge are clung to the side surface, far away from the concrete back ridge, of the second back ridge template. The second straight double-back ridge and the straight back ridge are clung to the second back ridge template, so that the lateral position of the second back ridge template can be stabilized, and lateral resistance is provided for the second back ridge template.

According to the novel back sill reinforcement provided by the utility model, the opposite-pulling screw is positioned above the first back sill template. The opposite-pulling screw rod is arranged above the first reverse bank template, so that the opening of the concrete reverse bank can be avoided.

Additional aspects and advantages of the utility model will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model.

Drawings

The utility model is further described below with reference to the drawings and examples;

FIG. 1 is a diagram showing the overall construction of a novel back sill reinforcement according to the present utility model;

FIG. 2 is a front view of a novel back reinforcement of the present utility model;

FIG. 3 is a side view of a novel inverted reinforcement structure of the present utility model;

fig. 4 is an enlarged view at a in fig. 3.

Legend description:

1. u-shaped reverse reinforcement; 2. l-shaped back ridge; 201. a first straight-type double-back ridge; 202. a second straight double back ridge; 3. straight back ridge; 4. a pin hole; 5. a screw hole; 6. iron sheet; 7. a long pin; 8. a counter-pulling screw; 9. concrete reverse bank; 10. a first inverse bank template; 11. a second inverse bank template; 12. a first angle steel; 13. and a second angle steel.

Detailed Description

Reference will now be made in detail to the present embodiments of the present utility model, examples of which are illustrated in the accompanying drawings, wherein the accompanying drawings are used to supplement the description of the written description so that one can intuitively and intuitively understand each technical feature and overall technical scheme of the present utility model, but not to limit the scope of the present utility model.

Referring to fig. 1-4, a novel back sill reinforcement according to an embodiment of the present utility model includes: the U-shaped back reinforcement 1 comprises an L-shaped back ridge 2 and a straight back ridge 3, the L-shaped back ridge 2 comprises a first straight double back ridge 201 and a second straight double back ridge 202, one end of the second straight double back ridge 202 is fixedly connected to the lower surface of the first straight double back ridge 201, and seven pin holes 4 which are transversely distributed at intervals are formed in two side surfaces of the first straight double back ridge 201 and are adaptive to the situation; the both sides of the one end of straight back of the body stupefied 3 all fixedly connected with iron sheet 6, and iron sheet 6 passes through long form pin 7 to be fixed in the both sides of the stupefied 201 of first straight back of the body, uses long form pin 7 to connect fixedly, is suitable for the reverse bank of multiple type, and easy dismounting, and eight vertical interval distribution's screw rod hole 5 has all been seted up to the stupefied 202 of second straight back of the body and the both sides face of stupefied 3 of straight back of the body, sets up screw rod hole 5 on stupefied 202 of second straight back of the body and stupefied 3 of straight back of the body, avoids trompil on the reverse bank 9 of concrete.

The second straight double-back ridge 202 is connected with a counter-pulling screw rod 8 through screw rod holes 5 in a threaded manner, one end, far away from the second straight double-back ridge 202, of the counter-pulling screw rod 8 is connected with the straight back ridge 3 through screw rod holes 5 in a threaded manner, and the counter-pulling screw rod 8 is used for fastening, so that firm assembly is ensured.

The middle of the U-shaped reverse ridge reinforcement 1 is tightly attached to the ground, a concrete reverse ridge 9 is arranged, a first reverse ridge template 10 is arranged on the upper surface of the concrete reverse ridge 9, second reverse ridge templates 11 are arranged on the two side surfaces of the concrete reverse ridge 9, and the concrete structure and the modeling are ensured to be formed according to the specified position and the geometric dimension, and the correct position is maintained.

The first angle steel 12 is fixedly connected to the two side surfaces of the first reverse bank template 10, the first angle steel 12 is fixedly connected with the upper surface of the side wing of the first reverse bank template 10 and the second reverse bank template 11, the second angle steel 13 is fixedly connected to the lower surface of the second reverse bank template 11, the side wing of the second angle steel 13, which is far away from the second reverse bank template 11, is tightly attached to the concrete reverse bank 9, and the first reverse bank template 10 and the second reverse bank template 11 are ensured to be kept stable and bear the dead weight of the reverse bank template and the external load acting on the dead weight of the reverse bank template.

The second straight double-back ridge 202 and the straight back ridge 3 are clung to the side surface of the second back ridge template 11 far away from the concrete back ridge 9, so that the U-shaped back ridge reinforcement 1 can be used as a clamp to clamp the concrete back ridge 9, the back ridge template is prevented from running, the die is expanded, the template utilization rate is high, and the project cost is saved.

Working principle: when the novel back reinforcement is used, the long pin 7 is used for assembling the L-shaped back ridge formed by welding the first straight-shaped double-back ridge 201 and the second straight-shaped double-back ridge and the straight-back ridge 3 into the U-shaped back reinforcement 1, after the U-shaped back reinforcement 1 is assembled and formed, the U-shaped back reinforcement 1 is installed on two sides of the second back reinforcement template 11 through the opposite-pull screw 8 to form a U-shaped clamp, holes are not needed on the back reinforcement, the processing is convenient, the second back reinforcement template 11 on two sides of the concrete back reinforcement 9 is propped against, the lateral position of the template is stabilized, the lateral resistance is provided, the processing precision is high, the installation effect is good, the reinforcement is good, the rotating reinforcement is used for adjusting the verticality of a wall body, and the verticality of the wall body is adjusted.

The embodiments of the present utility model have been described in detail with reference to the accompanying drawings, but the present utility model is not limited to the above embodiments, and various changes can be made within the knowledge of one of ordinary skill in the art without departing from the spirit of the present utility model.

Claims

1. A novel inverted reinforcement, comprising:

the U-shaped back ridge reinforcement (1), the U-shaped back ridge reinforcement (1) consists of an L-shaped back ridge (2) and a straight back ridge (3), the L-shaped back ridge (2) comprises a first straight double back ridge (201) and a second straight double back ridge (202), one end of the second straight double back ridge (202) is fixedly connected to the lower surface of the first straight double back ridge (201), and seven pin holes (4) which are distributed transversely at intervals are formed in two side faces of the first straight double back ridge (201); the utility model discloses a concrete ridge structure, including straight back of body stupefied (3) and fixed connection, both sides of the one end of straight back of body stupefied (3) are all fixedly connected with iron sheet (6), and iron sheet (6) can dismantle the both sides of connecting at first straight back of body stupefied (201) through long money pin (7), the first angle steel (12) of both sides face of the first back of body stupefied (3) of second straight back of body stupefied (202) with eight vertical interval distribution's screw hole (5) have all been seted up, the centre of the reverse bank reinforcement of U type (1) is hugged closely ground and is provided with reverse bank of concrete (9), the upper surface of reverse bank of concrete (9) is provided with first reverse bank template (10), the both sides surface of reverse bank of concrete (9) all is provided with reverse bank template of second (11), the both sides surface of first reverse bank template (10) is all fixedly connected with first angle steel (12), first angle steel (12) keep away from the flank of first reverse bank template (10) with the last fixed surface connection of reverse bank template (11).

2. The novel inverted reinforcement as set forth in claim 1, wherein said second straight double back ridge (202) is threadably connected to a counter-pulling screw (8) through a screw hole (5).

3. The novel inverted reinforcement as claimed in claim 2, wherein an end of the counter-pulling screw (8) remote from the second straight double back ridge (202) is in threaded connection with the straight back ridge (3) through a screw hole (5).

4. The novel back sill reinforcement according to claim 1, wherein the lower surface of the second back sill template (11) is fixedly connected with second angle steel (13), and the second angle steel (13) is far away from the side wing of the second back sill template (11) and is clung to the concrete back sill (9).

5. A novel inverted ridge reinforcement as claimed in claim 3, characterised in that the second straight double back ridge (202) and the straight back ridge (3) are in close proximity to the side surface of the second inverted ridge formwork (11) remote from the concrete inverted ridge (9).

6. The novel inverted ridge reinforcement as recited in claim 2, wherein the counter-pulling screw (8) is located above the first inverted ridge template (10).