CN216690363U

CN216690363U - Fastener type water stop beam steel formwork

Info

Publication number: CN216690363U
Application number: CN202220198069.XU
Authority: CN
Inventors: 刘高站; 李宝洋; 班鹏涛; 李硕; 李艳军; 薛瑞通
Original assignee: Tianyuan Construction Group Co Ltd; Veterans Shandong Construction Group Co Ltd
Current assignee: Tianyuan Construction Group Co Ltd; Veterans Shandong Construction Group Co Ltd
Priority date: 2022-01-25
Filing date: 2022-01-25
Publication date: 2022-06-07
Anticipated expiration: 2032-01-25

Abstract

The application discloses a buckle type water stop beam steel template, which belongs to the field of building templates and is used for pouring a water stop beam, and comprises two panels arranged in parallel, wherein a cavity for pouring concrete is formed between the adjacent panels, the end surface positions of the panels are bent to form end folded plates, a plurality of folded plate clamping ports are processed on the vertically adjacent end folded plates, and the folded plate clamping ports are uniformly distributed in the length direction of the end folded plates; the corresponding folded plate clamping interfaces on the vertically adjacent end folded plates are communicated through rectangular tubes, and two ends of each rectangular tube are fixedly connected to the corresponding end folded plates; the two panels arranged in parallel are connected through a clamping plate, and two inserting ends of the clamping plate are respectively inserted into the folded plate clamping interfaces. In view of above-mentioned technical scheme, its improvement that can the structure realizes construction convenience among the stagnant water beam pouring process, reduces the above-mentioned problem that exists in the template pouring construction.

Description

Fastener type water stop beam steel formwork

Technical Field

The utility model belongs to the field of building templates, and particularly relates to a buckle type water stop beam steel template.

Background

In the building construction process, the water stop beam is used as an important waterproof measure in a water room and plays an important role in the waterproof performance of a building. The stagnant water roof beam has disposable pouring location difficulty in the building work progress, the problem that the template loss rate is high, and the concrete surface of pouring is harmd easily when the dismantlement process of template is comparatively difficult and dismantles in addition, can't guarantee pouring quality when leading to the secondary construction, causes the concrete gap, and there is the seepage risk scheduling problem in the stagnant water roof beam.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a buckle type water stop beam steel formwork which can improve the structure, realize the construction convenience in the water stop beam pouring process and reduce the problems in the formwork pouring construction.

In order to achieve the purpose, the utility model is realized by the following technical scheme:

the buckle type water stop beam steel formwork comprises two panels which are arranged in parallel, a cavity for pouring concrete is formed between the adjacent panels, end face positions of the panels are bent to form end part folded plates, a plurality of folded plate clamping ports are processed on the vertically adjacent end part folded plates, and the folded plate clamping ports are uniformly distributed in the length direction of the end part folded plates; the corresponding folded plate clamping interfaces on the vertically adjacent end folded plates are communicated through rectangular tubes, and two ends of each rectangular tube are fixedly connected to the corresponding end folded plates; the two panels arranged in parallel are connected through the clamping plate, and two inserting ends of the clamping plate are respectively inserted into the folded plate clamping interfaces.

Furthermore, the clamping and connecting plate is of a U-shaped plate body structure, a positioning hole for positioning a panel is machined in the middle of the clamping and connecting plate, and inserting ends at two ends of the clamping and connecting plate are respectively provided with plate end pin connecting holes formed by strip-shaped through holes; and pipe body pin connecting holes corresponding to the plate end pin connecting holes are processed on the rectangular pipes, and the pipe body pin connecting holes are in pin connection with the plate end pin connecting holes through wedge blocks.

Furthermore, end connecting holes are processed at the end parts of the two end folded plates in the vertical direction of the panel; the middle rib plates penetrate through the rectangular tubes in the length direction of the end part folded plate, and the tube body pin joint holes are symmetrically formed in the rectangular tubes relative to the middle rib plates.

Furthermore, the end surface of the end folded plate is provided with a grout stopping groove with the same length as the end folded plate, and a grout stopping strip made of rubber is embedded in the grout stopping groove.

Furthermore, rib plate limiting holes connected with the supporting plate are machined in the middle rib plate between the adjacent rectangular tubes, and the rib plate limiting holes are connected with the supporting plate through fastening bolts.

Furthermore, a limiting notch is processed at the position where the supporting plate is contacted with the ground.

Compared with the prior art, the utility model has the beneficial effects that:

according to the utility model, the structure including the clamping plate and the counter plate is improved, the structural stability of the template is improved, slurry leakage and leakage are avoided, the clamping plate and the folded plate clamping interface can be conveniently detached and positioned in an inserting mode, and meanwhile, the stability of template erection can be improved by the aid of the supporting plate and the limiting notch.

Drawings

Fig. 1 is a first schematic structural diagram of the present invention.

FIG. 2 is a second schematic structural diagram of the present invention.

Fig. 3 is a third schematic structural diagram of the present invention.

In the figure: 1. a panel; 2. an end flap; 3. a folded plate card interface; 4. a clamping and connecting plate; 5. positioning holes; 6. a slurry stopping groove; 7. an end connection hole; 8. a middle rib plate; 9. a rectangular tube; 10. a plate end pin hole; 11. a pipe body pin hole; 12. limiting holes of the rib plates; 13. a grout stopping strip; 14. a support plate; 15. and limiting the gap.

Detailed Description

The technical solution of the present invention will be further described and illustrated with reference to the following examples. It should be noted that the following paragraphs may refer to terms of orientation, including but not limited to "upper, lower, left, right, front, rear" and the like, which are all based on the visual orientation shown in the drawings corresponding to the specification, and should not be construed as limiting the scope or technical aspects of the present invention, but merely as facilitating better understanding of the technical aspects of the present invention by those skilled in the art.

In the description of the present specification, it should be noted that the terms "mounted", "connected" and "connected" are to be interpreted broadly, and may be, for example, a fixed connection, a detachable connection, or an integral connection, unless explicitly stated or limited otherwise; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.

As shown in fig. 1 to 3, a buckle formula stagnant water roof beam steel form, including rectangular plate body structure's panel 1, two mutual parallel arrangement of panel 1 and formation hold the cavity of treating the cast concrete, buckle 90 respectively and form tip folded plate 2 on panel 1's top and bottom, the length direction of tip folded plate 2 goes up the distribution has folded plate joint mouth 3 that a plurality of rectangle through-holes constitute, fixedly connected with rectangular pipe 9 between the perpendicular adjacent tip folded plate 2 of panel 1, rectangular pipe 9's both ends respectively with the 3 intercommunications of folded plate joint mouth that correspond position department. The two inserting ends of the clamping plate 4 are inserted into the folded plate clamping interface 3, the two inserting ends of the clamping plate 4 are provided with plate end pin connecting holes 10, and the plate end pin connecting holes 10 are long strip-shaped through holes. And a positioning hole 5 is processed in the middle of the clamping plate 4, and the positioning hole 5 is matched with the steel bar to position the clamping plate 4. The rectangular tubes 9 are connected in series through the middle rib plate 8, the middle of each rectangular tube 9 is plugged by the middle rib plate 8, and the middle rib plates 8 are fixed at the middle positions of the panel 1. Rib plate limiting holes 12 are processed at two ends of the middle rib plate 8 and positions between the rectangular pipes 9, the rib plate limiting holes 12 are connected with a supporting plate 14 through fastening bolts, and a limiting notch 15 is processed at the bottom end of the supporting plate 14.

The plate end pin joint holes 10 are overlapped with the pipe body pin joint holes 11 after being inserted into the rectangular pipes 9 through the folded plate clamping interfaces 3, and the plate end pin joint holes 10 are connected through wedge-shaped plates inserted into the plate end pin joint holes 10 and the pipe body pin joint holes 11 after being overlapped.

The end face of the end folded plate 2 is provided with a grout stopping groove 6 consistent with the length direction of the end folded plate, the grout stopping groove 6 is one or more, and a grout stopping strip 13 is embedded in the grout stopping groove 6. The grout stop strip 13 is made of rubber material, and the top surface of the grout stop strip slightly protrudes out of the end surface of the end folded plate 2.

On the basis of the above embodiments, the present invention continues to describe the technical features and functions of the technical features in the present invention in detail to help those skilled in the art fully understand the technical solutions of the present invention and reproduce them.

In the utility model, the panel 1 is mainly used for realizing a cavity body to be poured with concrete, two sides and end faces of the panel 1 can be bent by 90 degrees to form end part folded plates 2, a plurality of folded plate clamping ports 3 distributed along the length direction of the end part folded plates 2 are processed on the end part folded plates 2, and the folded plate clamping ports 3 are connected with the clamping plates 4 in an inserting mode and the wedge-shaped plates in a pin mode to fix the two panels 1.

Simultaneously in order to prevent phenomena such as slurry leakage and slurry leakage, a slurry stopping groove 6 with a long strip-shaped rectangular cross section is processed at the end folded plate 2 at the upper end and the lower end of the panel 1, a slurry stopping strip 13 is embedded in the slurry stopping groove 6, the slurry stopping strip 13 is made of rubber, and the slurry stopping operation on the contact end face is realized through self deformation. This application is through setting up multichannel and ending thick liquid groove 6 and many and end thick liquid strip 13, realizes the continuous and effectual sealed of template and ground.

In the utility model, by the structure of the rectangular pipe 9, the structural strength of the panel 1 can be effectively increased, and the situation that the panel 1 is insufficient in strength or deformed after concrete is poured is prevented. Simultaneously, rectangular pipe 9 can also be connected through body pin joint hole 11 and board end pin joint hole 10 realization, and then can assist joint board 4 to realize the effective connection to two panels 1. The number of the clamping plates 4 is multiple, and the clamping plates can be sequentially arranged at the folded plate clamping interface 3 or arranged in the folded plate clamping interface 3 at intervals.

In order to facilitate the connection between two adjacent formworks, end connecting holes 7 can be processed at the ends of the end folding plates 2, and the two formworks can be effectively connected through the end connecting holes 7 and a rectangular connecting plate body with through holes.

Finally, although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such descriptions are merely for clarity and should be taken as a whole by those skilled in the art, and the embodiments may be combined as appropriate to form other embodiments as would be understood by those skilled in the art.

Claims

1. The utility model provides a buckle formula stagnant water roof beam steel form, includes two panels (1) of parallel arrangement, forms the cavity that supplies concrete placement between adjacent panel (1), its characterized in that: the end face position of the panel (1) is bent to form end part folded plates (2), a plurality of folded plate clamping interfaces (3) are processed on the vertically adjacent end part folded plates (2), and the folded plate clamping interfaces (3) are uniformly distributed in the length direction of the end part folded plates (2); the corresponding folded plate clamping interfaces (3) on the vertically adjacent end folded plates (2) are communicated through rectangular tubes (9), and two ends of each rectangular tube (9) are fixedly connected to the corresponding end folded plates (2) respectively; the two panels (1) arranged in parallel are connected through a clamping plate (4), and two inserting ends of the clamping plate (4) are respectively inserted into the folded plate clamping interface (3).

2. The snap-on water stop beam steel formwork of claim 1, wherein: the clamping and connecting plate (4) is of a U-shaped plate body structure, a positioning hole (5) for positioning the panel (1) is machined in the middle of the clamping and connecting plate, and plate end pin joint holes (10) formed by strip-shaped through holes are formed in the insertion ends at the two ends of the clamping and connecting plate (4) respectively; the rectangular pipe (9) is provided with a pipe body pin connecting hole (11) corresponding to the plate end pin connecting hole (10), and the pipe body pin connecting hole (11) is in pin connection with the plate end pin connecting hole (10) through a wedge-shaped block.

3. The snap-on water stop beam steel formwork of claim 2, wherein: end connecting holes (7) are further processed at the end parts of the two end folded plates (2) in the vertical direction of the panel (1); the middle rib plates (8) penetrate through the rectangular tubes (9) in the length direction of the end portion folded plate (2), and the tube body pin holes (11) are symmetrically formed in the rectangular tubes (9) relative to the middle rib plates (8).

4. The snap-on water stop beam steel formwork of claim 3, wherein: the end face of the end folded plate (2) is provided with a grout stopping groove (6) with the same length as the end folded plate, and a grout stopping strip (13) made of rubber is embedded in the grout stopping groove (6).

5. The buckle type water stop beam steel formwork according to claim 4, wherein: and rib plate limiting holes (12) connected with the supporting plate (14) are processed in the middle rib plate (8) at the positions between the adjacent rectangular tubes (9), and the rib plate limiting holes (12) are connected with the supporting plate (14) through fastening bolts.

6. The buckle type water stop beam steel formwork according to claim 5, wherein: and a limiting notch (15) is processed at the position where the supporting plate (14) is contacted with the ground.