CN217631258U - A template system that is used for outer eaves construction of turning over structure on outer wall - Google Patents

Abstract

A template system for exterior wall upturning structure exterior eaves construction is characterized in that the cross section of an eaves is an L-shaped structure, a vertical part of the L-shaped structure is directly butted with an exterior wall, and a horizontal part of the L-shaped structure is arranged towards a direction far away from a floor plate; the triangle support frame includes montant, horizontal pole and connects the down tube between montant and horizontal pole, on the horizontal pole, be equipped with secondary joist along the horizontal pole extending direction interval, the angle type frame includes the erects to prop and connects the bracing between erectting and floor board, bracing upper portion with the articulated component connection of erectting. When the template that turns over outward the structure on the outer wall was cornice to this application was solved, the difficult problem that vertical support body can't be set up has also been solved simultaneously and has outwards cornice and vertical structure of turning over on, the poor problem of shaping quality under the different support system circumstances of level.

Description

A template system that is used for outer eaves construction of turning over structure on outer wall

Technical Field

The utility model relates to a construction field specifically belongs to a template system that is used for outer eaves construction of turning over structure on outer wall.

Background

The concrete outer wall upturning structure outer cornice is mainly used for beautifying and segmenting buildings, has obvious waterproof effect, can bear the bearing capacity required by outer wall decoration, and is widely applied to buildings such as apartments, houses and the like. The invention relates to the field of building construction, in particular to a support-free construction method for the construction of an outer overhanging eave of an outer wall upturning structure, which mainly comprises an inner support frame, an outer support frame, a panel, a secondary keel and other auxiliary materials and processes of the upturning structure; the problem that when an outer overhanging eave template of an outer wall upturning structure is erected, a vertical supporting frame body is difficult to erect is solved; through inside and outside support frame and structural connection, will encorbelment the eaves atress condition outward and transmit to having accomplished the structure on, and then replace vertical support body to bear the load, realized that the eaves construction of encorbelmenting is simple, safe swift outward.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a template system that is used for turning over structure on outer wall and chooses eaves construction outward has solved the outer wall and has turned over the structure and cornice the template outward and prop up when establishing, and the difficult problem that vertical support body can't set up has also solved the level simultaneously and has outwards cornice and vertical structure of turning over on, the poor problem of shaping quality under the different support system circumstances.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a template system that is used for outer wall to upturn structure and encorbelments eaves construction outward, the cross-section of encorbelmenting is L type structure, and the perpendicular portion and the outer wall of L type structure directly dock, and the horizontal portion orientation of L type structure is kept away from the direction setting of floor board, its characterized in that: the building floor slab comprises a triangular support frame positioned at an internal corner part of an L-shaped structure, an angular frame positioned at an included angle part of a vertical part of the L-shaped structure and a floor slab, and a panel attached to the two sides of the vertical part and the bottom surface of a transverse part of the L-shaped structure; the triangular support frame comprises vertical rods, transverse rods and inclined rods connected between the vertical rods and the transverse rods, secondary keels are arranged on the transverse rods at intervals along the extending direction of the transverse rods, the angular support frame comprises vertical supports and inclined supports connected between the vertical supports and floor plates, the upper parts of the inclined supports are connected with the vertical support hinged components, and the bottom surfaces of the lower parts of the inclined supports are provided with base plates which are connected with the floor plates through bolts; the vertical rods and the vertical supports are fixed through tie bolts of the through bolt assemblies.

Further preferably, the through bolt assembly comprises a screw, a double steel pipe, a chevron-shaped clamp and a nut.

Furthermore, U type card is equipped with on bracing upper portion, U type card is fixed on erectting to prop through to wearing the bolt fastening, to wearing the bolt and including the screw rod to and locate gasket and the double nut of screw rod both sides.

Furthermore, the length of the vertical rod extending out of the upper part of the cross rod is matched with the thickness of the secondary keel, and the upper part of the vertical rod extends to the outer side surface of the outer wall and is fixed with the outer wall through the through bolt assembly.

In addition, the included angle between the inclined strut and the vertical strut is 40-60 degrees.

More optionally, the triangular support frame and the angle frame are both made of square steel of 40-50 × 3mm, and the distance between the adjacent secondary keels is 200-210mm.

Compared with the prior art the utility model has the following characteristics and beneficial effect:

the stress condition of the outer overhanging eave is transmitted to the finished structure through the connection of the inner support frame and the outer support frame, so that the vertical support frame body is replaced to bear load, and the construction of the outer overhanging eave is simple, safe and rapid; when the template that turns over outward the structure on the outer wall was cornice on this application has been solved on the one hand, the difficult problem that vertical support body can't be set up has also been solved simultaneously and has outwards cornice and vertical structure of turning over on, the poor problem of shaping quality under the different support system circumstances of level.

Drawings

FIG. 1 is a schematic structural diagram of a formwork system for exterior eaves construction of an exterior wall upturning structure according to the present application;

fig. 2 is a schematic representation of the connection of the vertical brace and the diagonal brace according to the present application.

Detailed Description

In order to make the technical means, innovative features, attained purpose and efficacy of the present invention easy to understand, the present invention is further described below.

The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other embodiments that are obvious based on the disclosure of the claims and the specification herein, including those that employ any obvious substitutions and modifications to the embodiments described herein.

A template system for exterior wall upturning structure exterior eaves construction is disclosed, as shown in figures 1 and 2, the section of the eaves is an L-shaped structure, the vertical part of the L-shaped structure is directly butted with an exterior wall 1, the horizontal part of the L-shaped structure is arranged towards the direction far away from a floor plate 2, the template system comprises a triangular support frame 3 positioned at the internal corner part of the L-shaped structure, an angular frame 4 positioned at the included angle part between the vertical part of the L-shaped structure and the floor plate 2, and the template system further comprises panels 5 attached to the two sides of the vertical part and the bottom surface of the horizontal part of the L-shaped structure, and the panels 5 are preferably wood templates with the thickness of 15 mm; the triangular support frame 3 comprises a vertical rod 31, a cross rod 32 and an inclined rod 33 connected between the vertical rod 31 and the cross rod 32, wherein secondary keels are arranged on the cross rod 32 at intervals along the extending direction of the cross rod 32; the angle frame 4 comprises a vertical support 41 and an inclined support 42 connected between the vertical support 41 and the floor plate 2, the upper part of the inclined support 42 is connected with a hinged member of the vertical support 41, the bottom surface of the lower part is provided with a backing plate 43, and the backing plate 43 is connected with the floor plate 2 through a bolt 44; the vertical rod 31 and the vertical support 41 are fixed through a tie bolt assembly 6, and the connection mode between the inclined rod 33 and the vertical rod 31 and the connection mode between the inclined rod 32 and the vertical rod 31 are the same as the connection mode between the inclined support 42 and the vertical support 41;

the opposite-penetrating bolt assembly 6 comprises a screw, a double-steel pipe, a mountain-shaped clamp and a nut, the diameter of the screw is preferably 14mm, and the size of the double-steel pipe is phi 48 multiplied by 3mm; the length of the vertical rod 31 extending out of the upper part of the cross rod 32 is matched with the thickness of the secondary keel, the upper part of the vertical rod 31 extends to the outer side surface of the outer wall 1 and is fixed with the outer wall 1 through the through bolt assembly 6, and the through bolt assembly 6 is only provided with a double steel pipe and a mountain-shaped clamp on one side;

the upper part of the inclined strut 42 is provided with a U-shaped clamp 45, the U-shaped clamp 45 is clamped and fixed on the vertical strut 41 through a butt bolt 46, the butt bolt 46 comprises a screw rod, a gasket and double nuts arranged on two sides of the screw rod, an included angle between the inclined strut 42 and the vertical strut 41 is 40-60 degrees, the triangular support frame 3 and the angular frame 4 are both made of square steel of 40-50 multiplied by 3mm, and the distance between adjacent secondary keels is 200-210mm.

A construction method of a template system for constructing an outer overhanging eave of an outer wall upturning structure comprises the following steps:

the method comprises the following steps: assembling and welding the inner and outer support frames according to the upturning structure and the cross section size of the outer overhanging eave, and preparing other auxiliary materials;

step two: reserving holes in advance on the finished outer wall, installing an outer vertical panel and an outer support frame, punching and fixing the outer vertical panel and the outer support frame through a phi 14mm counter-pulling screw rod, and paving a secondary keel and a horizontal panel on the horizontal section of the outer support frame in sequence;

step three: binding an upturning structure and an outer overhanging eave steel bar, and installing a flat top mold stick in a steel bar framework;

step four: a vertical panel and an inner support frame are arranged along the inner side line of the upturning structure, an inner support and reinforcement system and an outer support and reinforcement system are formed by drawing horizontal steel pipes and phi 14mm counter-pulling screw rods, and the inner support frame is fixed with a finished horizontal floor slab;

step five: and (4) carrying out concrete pouring and vibrating construction on the upturning structure and the outer overhanging eave.

The utility model discloses the part that does not relate to all is the same with prior art or can adopt prior art to realize.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (6)

1. The utility model provides a template system that is used for outer wall to upturn structure and encorbelments eaves construction outward, the cross-section of encorbelmenting is L type structure, the perpendicular portion and the direct butt joint of outer wall (1) of L type structure, and the horizontal portion orientation of L type structure sets up its characterized in that towards the direction of keeping away from floor board (2): the building floor comprises a triangular support frame (3) positioned at the internal corner part of an L-shaped structure, an angular frame (4) positioned at the included angle part of a vertical part of the L-shaped structure and a floor plate (2), and a panel (5) attached to the bottom surfaces of two sides and a transverse part of the vertical part of the L-shaped structure; the triangular support frame (3) comprises vertical rods (31), transverse rods (32) and inclined rods (33) connected between the vertical rods (31) and the transverse rods (32), secondary keels are arranged on the transverse rods (32) at intervals along the extending direction of the transverse rods (32), the angular frame (4) comprises vertical supports (41) and inclined supports (42) connected between the vertical supports (41) and floor plates (2), the upper parts of the inclined supports (42) are connected with the vertical supports (41) through hinged components, a base plate (43) is arranged on the bottom surface of the lower part of each inclined support (42), and the base plates (43) are connected with the floor plates (2) through bolts (44); the vertical rod (31) and the vertical support (41) are fixed through a tie of a through bolt component (6).

2. The formwork system for the exterior overhang cornice construction of the exterior wall upturning structure of claim 1, wherein: the through bolt assembly (6) comprises a screw, a double steel pipe, a mountain-shaped clamp and a nut.

3. The formwork system for exterior eaves construction of the exterior wall upturning structure, as claimed in claim 1, wherein: bracing (42) upper portion is equipped with U type card (45), U type card (45) card is fixed on erectting to propping (41) through to wearing bolt (46), to wearing bolt (46) including the screw rod to and locate gasket and double nut of screw rod both sides.

4. The formwork system for exterior eaves construction of the exterior wall upturning structure, as claimed in claim 1, wherein: the length of the vertical rod (31) extending out of the upper part of the cross rod (32) is matched with the thickness of the secondary keel, and the upper part of the vertical rod (31) extends to the outer side surface of the outer wall (1) and is fixed with the outer wall (1) through the through bolt assembly (6).

5. The formwork system for the exterior overhang cornice construction of the exterior wall upturning structure of claim 1, wherein: the inclined angle between the inclined strut (42) and the vertical strut (41) is 40-60 degrees.

6. The template system for the exterior overhanging eave construction of the exterior wall upturning structure as claimed in any one of claims 1 to 5, wherein: the triangular support frame (3) and the angle frame (4) are both made of square steel of 40-50 x 3mm, and the distance between adjacent secondary keels is 200-210mm.

Images