CN209780228U - Cast-in-place anti-bank corner template fixing device of brickwork wall - Google Patents
Cast-in-place anti-bank corner template fixing device of brickwork wall Download PDFInfo
- Publication number
- CN209780228U CN209780228U CN201920342686.0U CN201920342686U CN209780228U CN 209780228 U CN209780228 U CN 209780228U CN 201920342686 U CN201920342686 U CN 201920342686U CN 209780228 U CN209780228 U CN 209780228U
- Authority
- CN
- China
- Prior art keywords
- corner
- cast
- fixing device
- template
- bank
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a cast-in-place anti-bank corner template fixing device of brickwork wall, including installing two vertical spacing steel members in the anti-bank template corner external corner template outside and reentrant corner template outside to and the cover establishes the transverse connection spare in two vertical spacing steel member tops, vertical spacing steel member is the angle bar of equilateral L type for the cross-section, transverse connection spare is cavity setting and both ends have the perforation, and this cast-in-place anti-bank corner template fixing device of brickwork wall makes anti-bank template corner can be held and fixed by the card, has avoided appearing running thick liquid among the pouring work progress, and the edges and corners are irregular problem after the shaping to simple to operate is swift.
Description
Technical Field
The utility model relates to a cast-in-place anti-bank corner template fixing device of brickwork wall.
Background
The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are formed according to the specified positions and geometric dimensions, the correct positions of the concrete structure and the members are kept, and the self weight of the building formwork and the external load acting on the building formwork are borne. The purpose of carrying out the template engineering is to guarantee concrete engineering quality and construction safety, accelerate the construction progress and reduce the engineering cost, in the construction process of building templates, template assembly will be strictly assembled into a whole according to the size of template matching board pictures, when the template is assembled on site, the abutted seam between adjacent boards is well controlled, the joint of two boards is additionally provided with a clip to prevent slurry leakage, and after the assembly is completed, the template and the vertical steel pipe are firmly bound by steel wires to keep the integrity of the template.
But when the front formwork is pour to the anti-bank of brickwork wall concrete, traditional way adopts vertical square timber cooperation pull rod or uses concave type template card at template both sides fixed die plate, nevertheless the corner can't be blocked, probably causes the edges and corners irregular after running thick liquid, the shaping.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome above-mentioned prior art not enough, provide a cast-in-place anti-bank corner template fixing device of brickwork wall for anti-bank template corner can be held and fixed by the card, has avoided appearing running thick liquid in the pouring work progress, and the edges and corners is irregular problem after the shaping, and simple to operate is swift.
The utility model discloses a realize like this, a cast-in-place anti-bank corner template fixing device of brickwork wall, including installing two vertical spacing steel members in the anti-bank template corner external corner template outside and the internal corner template outside to and the cover is established the transverse connection spare above two vertical spacing steel members, vertical spacing steel member is the angle bar of equilateral L type for the cross-section, transverse connection spare is cavity setting and both ends have the perforation.
Specifically, the height of vertical spacing steel member is greater than the height of anti-bank template, vertical spacing steel member and anti-bank template contact surface laminate mutually.
Specifically, the outside of one end of the transverse connecting piece is provided with a V-shaped groove, and the other end of the transverse connecting piece is provided with a V-shaped bulge.
Specifically, the middle part of the transverse connecting piece is provided with a hollowed-out through hole.
Specifically, the distance between the outer edge of each hollowed-out through hole and the outer surface of each transverse connecting piece is distributed at equal intervals.
Specifically, the through holes are formed in the transverse connecting pieces at two ends of the hollowed-out through hole.
Specifically, the perforated section is arranged in an equilateral L shape.
Specifically, vertical spacing steel member is the right angle setting with the mutual contained angle of transverse connection spare installation back.
The utility model provides a cast-in-place anti-bank corner template fixing device of brickwork wall, its innovation is in two vertical spacing steel members in anti-bank template corner external corner template outside and reentrant corner template outside, and the cover is established the transverse connection spare above two vertical spacing steel members, establish the transverse connection spare on vertical spacing steel member through the perforation with the transverse connection spare cover, make anti-bank template corner can be held and fixed by the card, simple to operate is swift, the thick liquid appears running in having avoided the pouring work progress, the irregular problem in edges and corners after the shaping, transverse connection spare is the cavity setting, can effectively reduce overall structure's weight, and the production cost is reduced.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings needed to be used 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 that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is the embodiment of the utility model provides a cast-in-place anti-bank corner department template fixing device's of brickwork wall installation picture.
Fig. 2 is the embodiment of the utility model provides a cast-in-place anti-bank corner department template fixing device's of brickwork wall transverse connection spare spatial structure chart.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
As shown in fig. 1-2, a masonry wall cast-in-place inverted sill corner formwork fixing device comprises two vertical limiting steel members 3 arranged on the outer side of an external corner formwork 1 and the outer side of an internal corner formwork 2 at a corner of an inverted sill formwork, wherein the inverted sill formwork comprises two groups, the external corner formwork 1 is arranged on the outer side, the internal corner formwork 2 is arranged on the inner side, cement slurry is poured in a space between the external corner formwork 1 and the internal corner formwork 2 during pouring, the distance between the external corner formwork 1 and the internal corner formwork 2 is required to be not changed during the construction pouring process, so that the external corner formwork is required to be fixed, a transverse connecting member 4 is sleeved above the two vertical limiting steel members 3, the position of the vertical limiting steel member 3 can be limited after the transverse connecting member 4 is sleeved on the vertical limiting steel member 3, the vertical limiting steel member 3 is an angle iron with an equilateral L-shaped section, and a common angle iron is adopted, can be according to the highly different demands of pouring, adjust vertical spacing steel member 3's height, but guarantee throughout that vertical spacing steel member 3's height is greater than the height of anti-bank template, reserve installation space for transverse connection spare 4, transverse connection spare 4 is the cavity setting and both ends have perforation 5, and the shape of perforation 5 is unanimous with vertical spacing steel member 3 cross section, adopts clearance fit mode device, and maximum clearance 1.5mm, minimum clearance 0.5mm, the convenience of effectual assurance installation establishes transverse connection spare 4 cover on vertical spacing steel member 3 through perforation 5 for anti-bank template corner can be held and fixed by the card, simple to operate is swift.
Vertical spacing steel member 3 highly is greater than the height of anti-bank template, for transverse connection spare 4's installation reserved space for convenient assembling, vertical spacing steel member 3 laminates mutually with anti-bank template contact surface, and only under the state of laminating mutually at vertical spacing steel member 3 and anti-bank template contact surface, vertical spacing steel member 3 could effectual card hold the position of anti-bank template, can not appear running the thick liquid condition in the pouring process, has improved the efficiency of pouring work.
The outer side of one end of the transverse connecting piece 4 is provided with a V-shaped groove 6, the other end of the transverse connecting piece 4 is provided with a V-shaped protrusion 7, the V-shaped groove 6 and the V-shaped protrusion 7 are designed to be matched with the shape of the through hole 5, and the two ends of the transverse connecting piece adopt structures which are compared with structures in a rectangular shape, so that the material consumption can be reduced.
The middle part of the transverse connecting piece 4 is provided with a hollowed-out through hole 8, the transverse connecting piece 4 is molded by steel casting, and therefore the hollowed-out through hole 8 and the through hole 5 are of one-time molding structures, the manufacturing efficiency is high, and the main function of the hollowed-out through hole 8 is to reduce the whole weight of the transverse connecting piece 4. The distance between 8 outer edges of fretwork through-holes and the surface of transverse connection piece 4 is the equidistance and distributes, and the thickness that transverse connection piece 4 encircles in the 8 outsides of fretwork through-holes is unanimous promptly, adopts this kind of design, can keep the appearance comparatively succinct pleasing to the eye.
Perforation 5 establishes in the transverse connection spare 4 at fretwork through-hole 8 both ends, and the design of perforation 5 is exactly in order to install vertical spacing steel member 3, and it can not communicate each other to point out between fretwork through-hole 8 and the perforation 5 to need to guarantee that the wall thickness is greater than 5mm between the two, with the structural strength who keeps transverse connection spare 4. The 5 sections of perforation are the setting of equilateral L type, and the shape of perforation 5 is unanimous with vertical spacing steel member 3 cross sections, adopts clearance fit mode device, and maximum clearance 1.5mm, minimum clearance 0.5mm, the convenience of effectual assurance installation to at every turn the completion is dismantled the back, need wash perforation 5's inner wall and vertical spacing steel member 3's surface, makes next use convenient assembling.
Vertical spacing steel member 3 is the right angle setting with the mutual contained angle of transverse connection 4 installation back, and the horizontal position of vertical spacing steel member 3 can not produce the removal after the installation, and the restriction is in transverse connection 4's perforation.
The utility model provides a cast-in-place anti-bank corner template fixing device of brickwork wall, its innovation is in two vertical spacing steel members in anti-bank template corner external corner template outside and reentrant corner template outside, and the cover is established the transverse connection spare above two vertical spacing steel members, establish the transverse connection spare on vertical spacing steel member through the perforation with the transverse connection spare cover, make anti-bank template corner can be held and fixed by the card, simple to operate is swift, the thick liquid appears running in having avoided the pouring work progress, the irregular problem in edges and corners after the shaping, transverse connection spare is the cavity setting, can effectively reduce overall structure's weight, and the production cost is reduced.
The foregoing is a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations are also considered as the protection scope of the present invention.
Claims (8)
1. The utility model provides a cast-in-place anti-bank corner template fixing device of brickwork wall, includes two vertical spacing steel member (3) of installing in anti-bank template corner external corner template (1) outside and reentrant corner template (2) outside to and the cover is established at transverse connection spare (4) of two vertical spacing steel member (3) tops, its characterized in that, vertical spacing steel member (3) are the angle bar of equilateral L type for the cross-section, transverse connection spare (4) are cavity setting and both ends have perforation (5).
2. The formwork fixing device for the cast-in-place inverted sill corner of the masonry wall as claimed in claim 1, characterized in that the height of the vertical limiting steel member (3) is larger than that of the inverted sill formwork, and the vertical limiting steel member (3) and the contact surface of the inverted sill formwork are attached to each other.
3. The formwork fixing device for the cast-in-place inverted sill corner of a masonry wall as claimed in claim 1, characterized in that a V-shaped groove (6) is formed on the outer side of one end of the transverse connecting member (4), and a V-shaped protrusion (7) is formed on the other end of the transverse connecting member (4).
4. The formwork fixing device for the cast-in-place inverted sill corner of a masonry wall as claimed in claim 1, characterized in that the middle of the transverse connecting member (4) is provided with a hollowed through hole (8).
5. The formwork fixing device for the cast-in-place inverted sill corner of a masonry wall as claimed in claim 4, characterized in that the distance between the outer edge of the hollowed through hole (8) and the outer surface of the transverse connecting member (4) is equal.
6. The formwork fixing device for the cast-in-place inverted-ridge corner of the masonry wall as claimed in claim 4, wherein the through holes (5) are formed in the transverse connecting pieces (4) at two ends of the hollowed through holes (8).
7. The formwork fixing device for the cast-in-place inverted sill corner of a masonry wall as claimed in claim 1, characterized in that the cross section of the through hole (5) is in an equilateral L shape.
8. The formwork fixing device for the cast-in-place inverted sill corner of the masonry wall as claimed in claim 1, characterized in that the vertical limiting steel members (3) and the transverse connecting members (4) are arranged at right angles to each other after being installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920342686.0U CN209780228U (en) | 2019-03-18 | 2019-03-18 | Cast-in-place anti-bank corner template fixing device of brickwork wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920342686.0U CN209780228U (en) | 2019-03-18 | 2019-03-18 | Cast-in-place anti-bank corner template fixing device of brickwork wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209780228U true CN209780228U (en) | 2019-12-13 |
Family
ID=68798297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920342686.0U Active CN209780228U (en) | 2019-03-18 | 2019-03-18 | Cast-in-place anti-bank corner template fixing device of brickwork wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209780228U (en) |
-
2019
- 2019-03-18 CN CN201920342686.0U patent/CN209780228U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207700438U (en) | A kind of fabricated shear wall cross connected structure | |
| CN113136941A (en) | Wall formwork prefabricated unit, building structure with wall formwork prefabricated unit and construction method | |
| CN104956010A (en) | Concrete mold frame and method for making concrete mold using the same | |
| CN103526868A (en) | Prefabricated building floor, building made of floor and building method of building | |
| KR101191502B1 (en) | Structure system using bar truss integrated asymmetry h-beam and end beam | |
| CN205438835U (en) | Assembled tongue -and -groove template down | |
| CN109537770B (en) | Wall connecting system and processing method thereof | |
| CN209780228U (en) | Cast-in-place anti-bank corner template fixing device of brickwork wall | |
| CN209958735U (en) | Pouring template and concrete pouring equipment | |
| CN109208785B (en) | Assembled superposed structure system | |
| CN210421512U (en) | Positioning, mounting and connecting structure of PC prefabricated wall board | |
| CN208415492U (en) | T-shaped plate assembling frame system | |
| CN111230478A (en) | Processing method of construction shaping template of large-section special-shaped concrete pier column structure | |
| CN216766760U (en) | Assembled coincide floor overlap joint hangs mould device | |
| CN210976598U (en) | External corner template for building | |
| KR200357642Y1 (en) | Reinforcement structure of inconner panel | |
| CN210917925U (en) | Novel building brick | |
| CN210173850U (en) | Window opening mold for prefabricated wall board | |
| CN205475322U (en) | Tongue -and -groove template under multicavity | |
| CN212200894U (en) | Reinforced prefabricated wallboard upright post structure | |
| CN220080756U (en) | Die carrier, template and pouring system | |
| CN211286657U (en) | Corner supporting structure of shear wall template and floor template | |
| CN213509566U (en) | Bay window for building seeks slope reinforcement and connects aluminum mould board | |
| CN213418467U (en) | Concrete shear wall mould | |
| CN210880135U (en) | Be applied to floor drain positioning die of prefabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |