CN216587689U - Dual-purpose concrete floor side formwork - Google Patents

Abstract

The application relates to the technical field of building templates, especially, relate to a dual-purpose type concrete floor side form, it includes diaphragm and the riser of setting on the diaphragm, the diaphragm width with the ratio of riser height is 1 (0.7 ~ 0.9), the diaphragm with the riser all can be dismantled with the die block and be connected. This application has the diaphragm and can be used for stereotyping the floor of a specification thickness respectively with the riser, has improved the effect of side form utilization ratio.

Description

Dual-purpose concrete floor side formwork

Technical Field

The application relates to the technical field of building templates, especially, relate to a dual-purpose type concrete floor side form.

Background

Floor forms typically comprise a base form and four side forms secured to the base form. The side forms generally comprise a transverse plate and vertical plates, the transverse plate is fixed on the bottom die, and the four vertical plates and the bottom die jointly surround and form a shaping area of the floor slab.

The height of the vertical plate of the existing floor slab side mold is matched with the thickness of a floor slab, so that one side mold is only suitable for the floor slab with one specification thickness, and when the floor slabs with different specifications are required to be manufactured, a new template is required to be manufactured, and the manufacturing cost is increased.

SUMMERY OF THE UTILITY MODEL

In order to improve the utilization ratio of side form, this application provides a dual-purpose type concrete floor side form.

The application provides a dual-purpose type concrete floor side form adopts following technical scheme:

the utility model provides a dual-purpose type concrete floor side form, includes diaphragm and the riser of setting on the diaphragm, the diaphragm width with the ratio of riser height is 1 (0.7 ~ 0.9), the diaphragm with the riser all can be dismantled with the die block and be connected.

By adopting the technical scheme, the side mold is integrally L-shaped, when the side mold is used for forming a floor slab with smaller thickness, the transverse plate and the bottom mold are fixed, and the vertical plate is used for forming the floor slab; when the forming die is used for forming a floor slab with larger thickness, the vertical plate and the bottom die are fixed, and the transverse plate is used for forming the floor slab. As the arrangement, the transverse plates and the vertical plates can be respectively used for shaping the floor slabs with one specification thickness, and the utilization rate of the side molds in the project of manufacturing the floor slabs with different specifications is improved.

Optionally, a plurality of supporting parts are vertically arranged on the transverse plate, and side walls of the supporting parts are abutted to side walls of the vertical plate.

Through adopting above-mentioned technical scheme, in the concrete thick liquid shaping process gradually, support and press the riser, riser lateral wall pressure increase, support piece butt riser keeps away from a lateral wall of floor, has increased the joint strength between riser and the diaphragm, has reduced the condition that the riser emptys and has taken place.

Optionally, a plurality of the supporting pieces are arranged in an array along the length direction of the transverse plate, and the distance between every two adjacent supporting pieces is 140-200 mm.

By adopting the technical scheme, when the distance between the two adjacent supporting pieces is within the range, the strength of the side die is proper. When the distance between the two adjacent supporting pieces is larger, the side die positioned between the two supporting pieces is easy to bend, and the overall strength of the side die is insufficient; when the distance between two adjacent supporting pieces is smaller, the strength margin of the side die is larger, and meanwhile, the number of the supporting pieces is larger, so that the manufacturing cost is increased.

Optionally, the support is a tripod.

Through adopting above-mentioned technical scheme, the tripod has the triangle-shaped structure, and is comparatively stable, can be used to the reinforcement and the support between riser and the diaphragm, improves the support intensity between riser and the diaphragm.

Optionally, the outer side end of the support member is provided with a support leg, and the bottom end of the support leg is abutted against the bottom die.

By adopting the technical scheme, the supporting legs are abutted against the bottom die, so that the supporting legs provide upward supporting force for the whole supporting piece, the moment is balanced, the pressure generated by the concrete on the side die is offset, and the stability of the side die is ensured.

Optionally, all be provided with a plurality of U type grooves that are used for placing the reinforcing bar on diaphragm and the riser, U type groove with the support piece interval sets up.

Through adopting above-mentioned technical scheme, U type groove is used for erectting the reinforcing bar, and the degree of depth is seted up along with the corresponding change in reinforcing bar position in U type groove, and when the U type groove degree of depth was darker, then the side form was located U type groove and is easily buckled, and support piece is located before two adjacent U type grooves, increases the side membrane intensity between two adjacent U type grooves, and the condition that the reduction side form was buckled takes place.

Optionally, the U-shaped groove is far away from the central axes of the two supporting members.

Through adopting above-mentioned technical scheme, the position that lies in two support piece axis on the side form supports intensity minimum, and the U type groove is kept away from the axis position of two support pieces, has reduced the condition emergence that the side form atress was buckled.

Optionally, the length ratio of the space between the two side walls of the U-shaped groove to the space between the two supporting pieces is (0.2-0.4): 1.

Through adopting above-mentioned technical scheme, through the width in control U type groove, make the side form have more suitable support intensity, can insert when establishing the reinforcing bar in the guarantee U type inslot, reduce because of the too big condition emergence that leads to easily buckling between the U type groove both sides wall of U type groove width.

In summary, the present application includes at least one of the following beneficial technical effects:

1. by controlling the ratio of the width of the transverse plate to the height of the vertical plate, the lateral mold can be shaped by selecting the transverse plate or the vertical plate according to floors with different specifications and thicknesses, and the lateral mold is suitable for floors with two main specifications and thicknesses, so that the utilization rate of the lateral mold is improved, and the manufacturing cost is favorably reduced;

2. by controlling the distance between the two adjacent supporting pieces, the proper supporting strength is provided for the whole side die;

3. by controlling the width of the U-shaped groove, the hollow area on the side die is controlled in a proper range, and the condition that the side die is stressed and bent is reduced.

Drawings

FIG. 1 is a schematic diagram of the overall structure of a dual-purpose concrete floor slab side form according to an embodiment of the present invention;

fig. 2 is an enlarged view of a portion a in fig. 1.

Reference numerals: 1. a transverse plate; 2. a vertical plate; 3. bottom die; 4. a support member; 5. supporting legs; 6. a U-shaped groove.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses dual-purpose type concrete floor side form. Referring to fig. 1 and 2, the dual-purpose concrete floor side formwork comprises a transverse plate 1 fixed on a bottom formwork 3 and a vertical plate 2 fixedly arranged on the transverse plate 1, the transverse plate 1 and the vertical plate 2 are detachably connected with the bottom formwork 3, the transverse plate 1 and the vertical plate 2 form an L-shaped formwork, and four side formworks are fixed on the bottom formwork 3 to surround and form a shaping area of a floor. Be equipped with a plurality of U type grooves 6 on the 2 lateral walls of riser, a plurality of U type grooves 6 set up along 2 length direction arrays of riser. Two ends of the steel bar are placed in two opposite U-shaped grooves 6 on the two side moulds, and the concrete is shaped and wraps the steel bar to form the floor slab.

Referring to fig. 1 and 2, in order to improve the utilization rate of the side die in the process of manufacturing the floor slabs with different specifications. The ratio of the width of the transverse plate 1 to the height of the vertical plate 2 is 1:0.8, and a plurality of U-shaped grooves 6 are also formed in the side wall of the transverse plate 1. According to the thickness of the floor slab, the transverse plates 1 or the vertical plates 2 can be selected to form the floor slab, and when the floor slab is thick, the vertical plates 2 and the bottom die 3 are fixed, so that the four transverse plates 1 surround and form a floor slab shaping area; when the floor slab is thin, fixing the transverse plate 1 and the bottom die 3 to enable the four vertical plates 2 to surround and form a floor slab shaping area; because the width of the transverse plate 1 is greater than the height of the vertical plate 2, the side mold can be suitable for floors with two main specifications, and the utilization rate of the side mold in the engineering of manufacturing floors with different specifications is improved. In the present application, the ratio of the width of the horizontal plate 1 to the height of the vertical plate 2 is 1 (0.7-0.9), and the embodiment is briefly described by taking 1:0.8 as an example.

Referring to fig. 1 and 2, in order to improve the supporting strength of the vertical plate 2 and the horizontal plate 1, a plurality of supporting members 4 are fixedly arranged on the top surface of the horizontal plate 1, in the embodiment of the present application, the supporting members 4 are tripods, and have high stability. The vertical setting of support piece 4 and its lateral wall and riser 2 fixed connection to consolidate between diaphragm 1 and riser 2. A plurality of support pieces 4 are arranged along the length direction of the transverse plate 1 in an array mode, practice shows that when the distance between every two adjacent support pieces 4 can be 140-200 mm, the support strength can be guaranteed, the number of the required support pieces 4 can be reduced, and then the manufacturing cost of the side die is reduced. In this embodiment, the distance between two adjacent supporting members 4 is 160 mm.

Referring to fig. 1 and 2, a supporting leg 5 is arranged at the outer side end of the supporting member 4, and the bottom end of the supporting leg 5 is fixedly connected with the bottom die 3 through a bolt. Supporting legs 5 provide ascending holding power for diaphragm 1 or riser 2, have improved the stability of side form.

Referring to fig. 1 and 2, the supporting members 4 are spaced from the U-shaped groove 6, and the U-shaped groove 6 is far away from the central axis of the two supporting members 4, and the length ratio between the distance between the two adjacent supporting members 4 and the distance between the two sidewalls of the groove can be selected from 1 (0.2-0.4), which is only exemplified by 1:0.3 in this embodiment. The supporting piece 4 improves the supporting strength of the side die between two adjacent U-shaped grooves 6 and reduces the phenomenon that the side die is bent at the U-shaped grooves 6.

The implementation principle of this application embodiment dual-purpose type concrete floor side form does: four side dies are arranged end to end and form an annular area. When the thickness of the floor slab is smaller, fixing the transverse plate 1 on the top surface of the bottom die 3, placing two ends of the reinforcing steel bars in the U-shaped grooves 6 on the vertical plates 2, and waiting for the concrete to be shaped; when the thickness of the floor slab is larger, the vertical plate 2 is fixed on the top surface of the bottom die 3, and the two ends of the reinforcing steel bars are placed in the U-shaped grooves 6 on the transverse plate 1 to be shaped. The transverse plate 1 and the vertical plate 2 can be used for shaping the floor slabs, so that the side mold is suitable for the engineering of manufacturing the floor slabs with different specifications, and the utilization rate of the side mold is improved.

The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a dual-purpose type concrete floor side form which characterized in that: including diaphragm (1) and riser (2) of setting on diaphragm (1), diaphragm (1) width with the ratio of riser (2) height is 1 (0.7 ~ 0.9), diaphragm (1) with riser (2) all can dismantle with die block (3) and be connected.

2. The dual-purpose concrete floor sideform of claim 1, wherein: the horizontal plate (1) is vertically provided with a plurality of supporting pieces (4), and the side walls of the supporting pieces (4) are abutted to the side walls of the vertical plate (2).

3. The dual-purpose concrete floor sideform of claim 2, wherein: a plurality of support piece (4) set up along diaphragm (1) length direction array, two adjacent support piece (4) between the interval be 140 ~ 200 mm.

4. A dual-purpose concrete floor sideform according to claim 3, wherein: the support (4) is a tripod.

5. The dual-purpose concrete floor sideform of claim 4, wherein: the outer side end of the supporting piece (4) is provided with a supporting leg (5), and the bottom end of the supporting leg (5) is abutted to the bottom die (3).

6. The dual-purpose concrete floor sideform of claim 2, wherein: all be provided with a plurality of U type grooves (6) that are used for placing the reinforcing bar on diaphragm (1) and riser (2), U type groove (6) with support piece (4) interval sets up.

7. The dual-purpose concrete floor sideform of claim 6, wherein: the U-shaped groove (6) is far away from the central axes of the two supporting pieces (4).

8. The dual-purpose concrete floor sideform of claim 7, wherein: the length ratio of the space between the two side walls of the U-shaped groove (6) to the space between the two supporting pieces (4) is (0.2-0.4): 1.

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