CN219080990U

CN219080990U - Wrap-type composite property building disassembly-free steel template

Info

Publication number: CN219080990U
Application number: CN202320299077.8U
Authority: CN
Inventors: 周洋; 赵晓雪; 郝秋燕
Original assignee: Shandong Xinghua Steel Structure Co ltd
Current assignee: Shandong Xinghua Steel Structure Co ltd
Priority date: 2023-02-23
Filing date: 2023-02-23
Publication date: 2023-05-26
Anticipated expiration: 2033-02-23

Abstract

The utility model provides a wrapped composite performance building disassembly-free steel template, which comprises a plurality of disassembly-free steel template bodies, wherein grooves and fixedly connected with clamping convex blocks are respectively formed in driving positions of the disassembly-free steel template bodies, the adjacent clamping convex blocks are clamped in inner cavities of the adjacent grooves, two fixed laths are fixedly connected to the adjacent sides of the disassembly-free steel template bodies, and anti-falling blocks are fixedly connected to the adjacent sides of the two fixed laths, so that the equipment is convenient to install, and meanwhile, the equipment can be firmly connected with a column body through cooperation between the anti-falling blocks and template rib plates after cement pouring is performed, so that higher labor cost caused by disassembly is avoided, and meanwhile, the waste of materials is avoided.

Description

Wrap-type composite property building disassembly-free steel template

Technical Field

The utility model relates to the field of buildings, in particular to a package type composite performance building dismantling-free steel template.

Background

According to the knowledge of the applicant, the engineering quality is increasingly and more important to society, the appearance of a building is gradually and generally focused, a wood template is usually adopted for supporting when the vertical component concrete is cast in situ, after the concrete strength reaches the requirement after casting is finished, the template is removed, the deformation loosening phenomenon can occur after the template is used for a long time, the follow-up construction is not facilitated, but the removal is required to take a large amount of labor, the construction cost is increased, and meanwhile, the removed template cannot be reused, so that a certain waste is caused.

Therefore, it is necessary to provide a package type composite performance building disassembly-free steel template to solve the above technical problems.

Disclosure of Invention

The utility model provides a wrapped composite-performance building dismantling-free steel template, which solves the problems that when vertical component concrete is cast in situ, a wood template is usually adopted for supporting, after the concrete strength reaches the requirement after casting, the template is dismantled after the concrete strength reaches the requirement, the template is deformed and loosened after long time use, the follow-up construction is not facilitated, but the dismantling is required to take a large amount of labor, the construction cost is increased, and meanwhile, the dismantled template cannot be reused, so that certain waste and pollution are caused.

In order to solve the technical problems, the utility model provides a wrapped composite performance building disassembly-free steel template, which comprises a plurality of disassembly-free steel template bodies, wherein grooves and fixedly connected clamping convex blocks are respectively formed at driving positions of the disassembly-free steel template bodies, adjacent clamping convex blocks are clamped in adjacent groove inner cavities, two fixing strips are fixedly connected at positions of one side of each disassembly-free steel template body, which is close to the adjacent fixing strips, an anti-disengaging block is fixedly connected at each position of one side of each disassembly-free steel template body, template rib plates are fixedly connected at positions of the center of each disassembly-free steel template body, two supporting battens are fixedly connected at positions of one side of each disassembly-free steel template body, which is far away from the steel pipe, and two ends of each steel pipe are fixedly connected at each position of the adjacent supporting battens.

Preferably, the cross section of the anti-drop block is arranged in a trapezoid structure, and one side of the adjacent anti-drop block, which is longer in trapezoid arrangement, faces one side of the adjacent disassembly-free steel template body.

Preferably, the cross section of the template rib plate is trapezoidal, and the longer sides of the trapezoidal setting of the template rib plate face towards the side close to each other.

Preferably, the plurality of steel pipes are arranged in a linear array from top to bottom.

Preferably, the plurality of supporting battens are arranged in a rectangular array shape by taking the center of the plurality of disassembly-free steel template bodies as a center shaft.

Compared with the related art, the package type composite performance building dismantling-free steel template provided by the utility model has the following beneficial effects:

the utility model provides a package type composite performance building disassembly-free steel template, which is convenient to install, and meanwhile, the equipment can be firmly connected with a column body through the cooperation between an anti-falling block and a template rib plate after being installed for cement pouring, so that higher labor cost caused by disassembly is avoided, and meanwhile, the waste of materials is avoided.

Drawings

FIG. 1 is a schematic structural view of a steel form for a wrap-around composite performance building according to a preferred embodiment of the present utility model;

FIG. 2 is an enlarged view of FIG. 1 at A;

fig. 3 is a top view of the present embodiment.

Reference numerals in the drawings: 1. the steel template body is free from disassembly; 2. a template rib plate; 3. supporting the battens; 4. a steel pipe; 5. fixing the lath; 6. and (5) preventing the block from falling off.

Detailed Description

The utility model will be further described with reference to the drawings and embodiments.

Please refer to fig. 1, 2 and 3 in combination, wherein,

fig. 1 is a front view of the present embodiment;

FIG. 2 is an enlarged view of FIG. 1 at A;

fig. 3 is a top view of the present embodiment.

The utility model provides a parcel formula composite property building exempts from to tear open steel form board, as shown in figure 1, including a plurality of exempt from to tear open steel form board body 1, a plurality of exempt from to tear open steel form board body 1's exercise department has offered recess and fixedly connected with joint lug respectively, and adjacent joint lug all joint is in adjacent recess inner chamber, a plurality of exempt from to tear open steel form board body 1 through mutual joint between lug and the recess of both sides department, play preliminary linking effect after the joint, the preliminary installation butt joint is conveniently carried out between installation steel pipe 4, manual labor is saved greatly, make the installation get up better convenience, the attached labor of manual installation has been reduced, the quantity of installer has been reduced, engineering cost has been reduced, as shown in figures 2 and 3, adjacent exempt from to tear open steel form board body 1 is adjacent one side department all fixedly connected with two fixed laths 5 mutually, and the adjacent two fixed laths 5 are fixedly connected with an anti-drop block 6 together at the adjacent side close to each other, cement is adsorbed by the template rib plates 2, the fixed laths 5 and the anti-drop block 6, so that equipment cannot be disassembled, a fixed mode is formed, the effect of avoiding disassembly is achieved, the labor capacity is reduced, the problems and the trouble existing during disassembly are avoided, the higher labor cost caused by disassembly is avoided, the waste of materials is avoided, the cross section of the anti-drop block 6 is in a trapezoid structure, the longer side of the trapezoid of the adjacent anti-drop block 6 faces the adjacent side close to the disassembly-free template body 1, the template rib plates 2 are fixedly connected at the adjacent center of the adjacent sides close to the plurality of disassembly-free template bodies 1, the longer sides of the trapezoid of the template rib plates 2 are arranged in a trapezoid shape, the cross section of the template rib plates 2 faces the adjacent sides, the equal fixedly connected with two supporting battens 3 of one side department that a plurality of exempted from to tear open steel form body 1 kept away from mutually, a plurality of supporting battens 3 are rectangular array form with the center department of a plurality of exempted from to tear open steel form body 1 as the center pin and arrange, and adjacent two supporting battens 3 keep away from the equal fixedly connected with installation steel pipe 4 of one side department of exempting from to tear open steel form body 1, a plurality of installation steel pipe 4 is linear array form from last to lower in proper order and arranges, and the equal fixedly connected in common at the both ends department of a plurality of installation steel pipe 4, can carry out used repeatedly after a plurality of installation steel pipe 4 dismantles, can not cause the extravagant condition of material.

The utility model provides a package type composite performance building dismantling-free steel template, which has the following working principle:

firstly, a plurality of disassembly-free steel template bodies 1 are mutually clamped through the convex blocks and the concave grooves at the two sides, a preliminary connecting effect is achieved after the clamping, preliminary installation and butt joint are conveniently carried out between the installation steel pipes 4, the manual labor is greatly saved, the installation is more convenient, meanwhile, after the installation, one ends of the plurality of steel pipes 4 close to each other are connected through iron wires and steel bars by manpower, cement and mixture are poured between the plurality of disassembly-free steel template bodies 1 after the connection is completed, after the formation, cement is adsorbed through the template rib plates 2, the fixed laths 5 and the anti-falling blocks 6, the equipment cannot be disassembled, and a fixed mode is formed;

the steel form body 1 is connected with the steel form body 1 in a butt joint mode, and the adjacent steel form body 1 is installed in a height staggered mode, so that connection is convenient, and meanwhile stability is higher.

through the mutual cooperation relationship between each part for this equipment is comparatively convenient when installing, and the equipment is installed simultaneously and is carried out the cooperation between cement watering back through anticreep piece 6 and the template floor 2, makes exempt from to tear open steel form body 1 and can firmly be connected with the cylinder between, has avoided dismantling the higher cost of labor that causes, has avoided the waste of material simultaneously.

The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.

Claims

1. The utility model provides a parcel formula complex property building exempts from to tear open steel form, includes a plurality of exempts from to tear open steel form body (1), its characterized in that: the driving practice department of a plurality of exempting from to tear open steel form body (1) respectively sets up recess and fixedly connected with joint lug, and adjacent the equal joint of joint lug is in adjacent recess inner chamber, and is adjacent exempt from to tear open steel form body (1) one side department that is close to all fixedly connected with two fixed slat (5), and adjacent two fixed slat (5) one side department that is close to all fixedly connected with anticreep piece (6), a plurality of exempt from to tear open steel form body (1) one side department that is close to mutually is close to equal fixedly connected with template floor (2) of center department, a plurality of exempt from to tear open steel form body (1) one side department that is kept away from mutually is equal fixedly connected with two supporting battens (3), and adjacent two supporting battens (3) are kept away from one side department that is close to exempt from to tear open steel form body (1) and are equal fixedly connected with steel pipe (4), and a plurality of both ends department that steel pipe (4) are all together fixedly connected.

2. The wrap-around composite property building disassembly-free steel form according to claim 1, wherein the cross section of the anti-drop block (6) is arranged in a trapezoid structure, and one side of the trapezoid of the adjacent anti-drop block (6) with longer length faces one side of the adjacent close disassembly-free steel form body (1).

3. The wrap-around composite property building disassembly-free steel form according to claim 1, wherein the cross section of the form rib plate (2) is trapezoidal, and the longer sides of the trapezoidal arrangement of the form rib plate (2) face towards the adjacent sides.

4. The wrap-around composite performance building disassembly-free steel template according to claim 1, wherein a plurality of steel pipes (4) are arranged in a linear array from top to bottom.

5. The wrapped composite-performance building disassembly-free steel template according to claim 1, wherein the supporting battens (3) are arranged in a rectangular array shape with the center of the disassembly-free steel template body (1) as a center axis.