CN217711723U - Overhanging template system of oblique parapet wall - Google Patents
Overhanging template system of oblique parapet wall Download PDFInfo
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- CN217711723U CN217711723U CN202221118209.4U CN202221118209U CN217711723U CN 217711723 U CN217711723 U CN 217711723U CN 202221118209 U CN202221118209 U CN 202221118209U CN 217711723 U CN217711723 U CN 217711723U
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- parapet
- formwork
- parapet wall
- overhanging
- cantilever beam
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Abstract
The utility model discloses a template system of encorbelmenting of slant parapet, include: the horizontal cantilever beam is horizontally arranged on the outer side surface of the top-layer structural floor slab through the embedded part; the template support frame is vertically arranged on the horizontal cantilever beam according to the inclination angle of the inclined parapet; the inclined formwork is arranged on the formwork supporting frame along the top layer structural floor according to the inclination angle of the inclined parapet. The utility model has the advantages of material cost is low, save material, construction cost is low, the cost of labor is low, construction cycle is short.
Description
Technical Field
The utility model relates to a building engineering technical field, in particular to template system of encorbelmenting of slant parapet.
Background
In building structure, construct the parapet on top layer structure floor usually, adhere to building structure's variety design, the construction structures of slant parapet has appeared. The utility model discloses a fall to ground supporting template system that the full hall of the general adoption of steel pipe fastener formula of falling to the ground was put up and is constituted with the plank sheathing when construction slant parapet, its shortcoming lie in, fall to ground steel pipe fastener formula full hall and erect the degree of difficulty big, construction cost is high, the construction cycle is long, the safe risk that assembly spares such as pipe fastener takes place to fall easily appears.
SUMMERY OF THE UTILITY MODEL
The utility model provides a template system of encorbelmenting of slant parapet to solve the problem that construction cost is high, construction cycle is long, the safe risk is high.
In order to solve the technical problem, the utility model provides a technical scheme is: the utility model provides a template system of encorbelmenting of slant parapet, includes:
the horizontal cantilever beam is horizontally arranged on the outer side surface of the top-layer structural floor slab through the embedded part;
the template support frame is vertically arranged on the horizontal cantilever beam according to the inclination angle of the inclined parapet;
the inclined template is arranged on the template supporting frame along the top layer structure floor according to the inclination angle of the inclined parapet.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the template support frame is many different pole settings of height, many line on the summit of pole setting and contained angle between the top layer structure floor are the inclination of slant parapet.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the pole setting is the tubulose piece, be provided with the shorting post on the horizontal cantilever beam perpendicularly, the tubulose piece cup joints on the shorting post and the welding sets up on the horizontal cantilever beam.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the tubulose spare is square pipe or pipe.
Further, the utility model provides a template system of encorbelmenting of slant parapet, bury the piece and include that the level buries many reinforcing bars 121 within top layer structure floor underground to and the welding is at the steel sheet of reinforcing bar 121 one end, the lateral surface of setting at top layer structure floor is hugged closely to the steel sheet.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the welding of horizontal cantilever beam sets up on the steel sheet of piece buries.
Further, the utility model provides a template system of encorbelmenting of slant parapet, it is built-in fitting or back built-in fitting to bury the piece.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the level cantilever beam is shaped steel.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the slant template is the drawknot template.
Further, the utility model provides a template system of encorbelmenting of slant parapet, the slant template is steel form or plank sheathing.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model provides a template system of encorbelmenting of slant parapet, through the level cantilever beam, set up the template support frame on the level cantilever beam and constituted the support system of slant template of slant parapet, through the template system construction slant parapet of encorbelmenting, improved the efficiency of construction of slant parapet. Compared with a floor steel pipe fastener type full-hall frame, the supporting system formed by the horizontal cantilever beam and the formwork supporting frame has the advantages of low material cost, material saving, low construction cost, low labor cost and short construction period. Can avoid falling to ground steel pipe fastener formula full hall frame and build and easily appear assembly such as pipe fastener when demolising and take place the safety risk that falls.
Drawings
FIG. 1 is a schematic structural view of an overhanging formwork system for a diagonal parapet wall;
FIG. 2 is a schematic structural view of the insert;
shown in the figure:
100. an overhanging template system of an oblique parapet wall;
110. 120 parts of horizontal cantilever beams, 121 parts of embedded parts, 122 parts of reinforcing steel bars, 130 parts of steel plates, 140 parts of short connecting columns, 150 parts of vertical rods and 150 parts of inclined formworks;
200. a top layer structural floor slab;
300. the parapet wall is inclined.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings: the advantages and features of the present invention will become more apparent from the following description. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention.
Referring to fig. 1, an embodiment of the present invention provides an overhanging form system 100 for an inclined parapet, including a horizontal overhanging beam 110, a form support 130, and an inclined form 150. Wherein:
the horizontal cantilever beam 110 is horizontally disposed at an outer side surface of the top structural floor 200 by the embedded member 120. In order to improve the cantilever strength of the horizontal cantilever beam 110, the horizontal cantilever beam 110 may be formed of i-steel, H-steel, channel steel, or other section steel.
The formwork support bracket 130 is vertically disposed on the horizontal cantilever beam 110 at an inclined angle of the inclined parapet 300.
The inclined form 150 is installed on the form support 130 along the top structural floor 200 at an inclined angle of the inclined parapet 300.
Referring to fig. 1, in the embodiment of the present invention, the overhanging form system 100 of the slant parapet wall forms a support system of the slant form 150 of the slant parapet wall 300 through the horizontal overhanging beam 110 and the form support frame 130 disposed on the horizontal overhanging beam 110, and the construction efficiency of the slant parapet wall 300 is improved by constructing the slant parapet wall 300 through the overhanging form system. Compared with a floor steel pipe fastener type full-hall frame, the supporting system formed by the horizontal cantilever beam 110 and the formwork supporting frame 130 has the advantages of low material cost, material saving, low construction cost, low labor cost and short construction period. Can avoid falling to ground steel pipe fastener formula full hall frame and build and easily appear assembly such as pipe fastener when demolising and take place the safety risk that falls.
Referring to fig. 1, in the overhanging form system 100 of the oblique parapet wall according to the embodiment of the present invention, the form supporting frame 130 is a plurality of vertical rods with different heights, and an included angle between a connection line of vertexes of the plurality of vertical rods and the top-layer structural floor 200 is an inclination angle of the oblique parapet wall 300. The structural design of the upright posts has the advantages of simple structure, low cost and convenience in arrangement on the horizontal cantilever beam 110. To improve the strength and structural stability of such formwork support brackets 130, horizontal rods may be provided between the vertical rods.
Referring to fig. 1, in order to conveniently and quickly set the vertical rod on the horizontal cantilever beam 110 and ensure the structural stability of the vertical rod on the horizontal cantilever beam 110, in the cantilever formwork system 100 for an oblique parapet according to the embodiment of the present invention, the vertical rod is a tubular member, the horizontal cantilever beam 110 is vertically provided with a short post 130, and the tubular member is sleeved on the short post 130 and welded on the horizontal cantilever beam 110. Wherein the tubular member can be a square tube or a round tube.
Referring to fig. 1 to 2, an embodiment of the present invention provides a cantilever formwork system 100 for a slant parapet wall, the embedded member 120 includes a plurality of reinforcing bars 121 embedded in a top-layer structural floor 200 horizontally, and a steel plate 122 welded at one end of the reinforcing bars 121, and the steel plate 122 is tightly attached to an outer side of the top-layer structural floor 200. Wherein the horizontal cantilever beam 110 is welded on the steel plate 122 of the embedded part 120. The embedded member 120 of this structure facilitates the horizontal cantilever beam 110 to be disposed at the outer side of the top structural floor 200. It should be noted that the embedded part 120 is not limited to this embodiment, and may have other structures. For example: the embedded part 120 may be an embedded part 120 or a rear embedded part 120. The construction steps of the oblique parapet 300 may be: constructing a support system of the inclined parapet, assembling an outer template of the inclined template 150, binding reinforcing steel bars of the inclined parapet, assembling an inner template of the inclined template 150 and oppositely pulling and tying the inner template and the outer template, and performing concrete pouring and vibrating construction in the inclined template 150 to form the inclined parapet 300. After the inclined parapet 300 reaches the hardness standard, the overhanging formwork system 100 of the inclined parapet can be dismantled, namely the inclined formwork 300 and the formwork support frame 140 are dismantled, the horizontal overhanging beam 110 is dismantled by cutting off the connection between the embedded part 120 and the horizontal overhanging beam 110, and the dismantled overhanging formwork system 100 of the inclined parapet can be recycled, so that the effects of energy conservation and environmental protection are achieved.
Referring to fig. 1, an embodiment of the present invention provides an overhanging form system 100 for an oblique parapet, in which the oblique form is a tie form, that is, a tie piece between an outer form and an inner form and a tie is included, and the oblique form can be a steel form for convenient repeated circulation, and certainly, a wooden form can be used under the condition of low requirement.
The present invention is not limited to the above specific embodiments, and obviously, the above described embodiments are some, not all embodiments of the present invention. All other embodiments, which can be derived from the description of the embodiments of the present invention by a person skilled in the art, are within the scope of the present invention. Other levels of modification and variations of the present invention will occur to those skilled in the art. Thus, if such modifications and variations of the present invention fall within the scope of the claims, then it is intended that the present invention also include such modifications and variations.
Claims (10)
1. The utility model provides a template system of encorbelmenting of slant parapet which characterized in that includes:
the horizontal cantilever beam is horizontally arranged on the outer side surface of the top-layer structural floor slab through the embedded part;
the template support frame is vertically arranged on the horizontal cantilever beam according to the inclination angle of the inclined parapet;
the inclined formwork is arranged on the formwork supporting frame along the top layer structural floor according to the inclination angle of the inclined parapet.
2. The overhanging formwork system for the inclined parapet wall according to claim 1, wherein the formwork support frame is a plurality of vertical rods with different heights, and an included angle between a connecting line of vertexes of the vertical rods and the top layer structural floor slab is an inclined angle of the inclined parapet wall.
3. The overhanging formwork system of claim 2, wherein the upright is a tubular member, the horizontal overhanging beam is vertically provided with a short post, and the tubular member is sleeved on the short post and welded on the horizontal overhanging beam.
4. The cantilevered formwork system for a slanted parapet wall of claim 3, wherein said tubular members are square or round tubes.
5. The overhanging formwork system of claim 1, wherein the embedded member comprises a plurality of steel bars (121) embedded horizontally in the top structural floor, and a steel plate welded to one end of the steel bars (121), and the steel plate is closely attached to the outer side of the top structural floor.
6. The cantilever formwork system of an inclined parapet wall as claimed in claim 5, wherein the horizontal cantilever beam is welded to the steel plate of the embedded member.
7. The cantilevered formwork system of a slanted parapet wall of claim 1, wherein the embedded member is an embedded member or a rear embedded member.
8. The cantilever formwork system of an inclined parapet wall as claimed in claim 1, wherein the horizontal cantilever beam is a section steel.
9. The cantilevered formwork system of a slanted parapet wall of claim 1, wherein the slanted formwork is a drawknot formwork.
10. The cantilevered formwork system for a slanted parapet wall of claim 1, wherein said formwork is steel or wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221118209.4U CN217711723U (en) | 2022-04-30 | 2022-04-30 | Overhanging template system of oblique parapet wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221118209.4U CN217711723U (en) | 2022-04-30 | 2022-04-30 | Overhanging template system of oblique parapet wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217711723U true CN217711723U (en) | 2022-11-01 |
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ID=83792857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221118209.4U Active CN217711723U (en) | 2022-04-30 | 2022-04-30 | Overhanging template system of oblique parapet wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217711723U (en) |
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2022
- 2022-04-30 CN CN202221118209.4U patent/CN217711723U/en active Active
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