CN219196498U - Integral tile hanging structure of sloping roof - Google Patents

Abstract

The utility model discloses an integral tile hanging structure of a sloping roof. The tile hanging strip comprises a plurality of embedded anchor bars, a plurality of water-following strips which are uniformly arranged along the sloping roof at intervals along the cornice of the sloping roof, a plurality of tile hanging strips which are arranged on the upper parts of the water-following strips along the height direction of the sloping roof at intervals, and a plurality of tiles which are paved on the upper parts of the tile hanging strips, and is characterized in that: each layer of battens or each two layers of battens are correspondingly provided with a row of embedded anchor bars, each embedded anchor bar is of an L-shaped structure, a straight section of each embedded anchor bar is embedded in a concrete leveling layer of a roof, a vertical section of each embedded anchor bar is exposed out of the concrete leveling layer of the roof and is abutted to the rear side of the corresponding batten, the batten is fixedly connected with the embedded anchor bar along the water, the battens are fixed on the battens along the water through round nails, galvanized angle steel is paved on each batten, two side wing plates of the galvanized angle steel cover the top surface of the batten and the front side surface of the slope top direction respectively, and a self-tapping screw is adopted to penetrate the galvanized angle steel to fix the tile on the batten.

Description

Integral tile hanging structure of sloping roof

Technical Field

The utility model relates to a sloping roof tile hanging structure, and belongs to the technical field of building construction.

Background

At present, when slope roof structure construction is carried out, anchoring bars are usually embedded in roof structure plates so as to facilitate connection reliability of later-stage tile hanging layers. When the tile hanging construction is carried out, the tile hanging strips and the tile are directly connected by steel nails, so that the construction is simple and convenient. However, the existing construction method has certain technical and quality problems: (1) The construction difficulty of the waterproof layer of the coating film at the root of the anchoring steel bar pre-buried in the construction of the structure is high, and the anchoring steel bar must penetrate through the waterproof coiled material in the construction of the coiled material waterproof layer, so that the roof leakage is very easy to cause; (2) Along Shui Tiao, battens are wooden structure, because timber belongs to anisotropic material, and has wet rising and dry shrinkage's characteristic, wooden along Shui Tiao, battens receive the rain after being heated, very easily produce warp deformation and fracture to lead to overall flatness of tile to reduce, the firm degree of tile layer low grade impression defect, quality defect.

Disclosure of Invention

Aiming at the defects in the prior art, the utility model provides an integral tile hanging structure for a sloping roof, which can solve the hidden trouble of roof leakage in the existing anchor bar embedding method, and can solve the appearance defects, quality defects and the like of the tile, such as reduced overall flatness and the like caused by warp deformation and cracking after the wood is subjected to rain and heat for the tile hanging strip Shui Tiao.

The utility model is realized by the following technical scheme: the utility model provides an integral tile hanging structure of sloping roof, includes a plurality of pre-buried anchor bars, a plurality of along water strip that the cornice of perpendicular to sloping roof evenly set up along sloping roof interval, along a plurality of tile hanging strips of sloping roof direction interval arrangement on along water strip upper portion, lay a plurality of tiles on tile hanging strip upper portion, characterized by: each layer of battens or each two layers of battens are correspondingly provided with a row of embedded anchor bars, each embedded anchor bar is of an L-shaped structure, a straight section of each embedded anchor bar is embedded in a concrete leveling layer of a roof, a vertical section of each embedded anchor bar is exposed out of the concrete leveling layer of the roof and is abutted to the rear side of the corresponding batten, the battens are fixedly connected with the embedded anchor bars, the battens are fixed on the battens through round nails, galvanized angle steel is paved on each batten, the galvanized angle steel is paved along the length direction of the batten, two side wing plates of the galvanized angle steel cover the top surface of the batten and the front side of the slope top direction respectively, and self-tapping screws penetrate through the galvanized angle steel to fix tiles on the battens.

According to the utility model, the self-tapping screw is adopted to fix the tile, the galvanized angle steel and the batten, so that the integrity of the batten is ensured, and the buckling deformation degree of the batten and the batten due to the fact that the angle steel resists deformation and is made of isotropic materials is reduced, so that the forming effect of the roof tile is smoother, and the firmness of the tile layer is improved. The anchoring steel bars are arranged in the concrete leveling layer of the roof, so that the anchoring steel bars are prevented from penetrating through the waterproof layer, the waterproof layer of the roof is not damaged, and the hidden trouble of roof leakage caused by embedded anchoring steel bars can be eliminated. The embedded anchor bars with the L-shaped structures can enable the connection of the battens and the concrete layer to be more reliable, and eliminate the hidden trouble of unstable batten layers.

Further, in order to ensure reliable connection of the embedded anchor bars and the concrete leveling layer, the diameter of the embedded anchor bars is 8mm, the anchoring depth of the embedded anchor bars is 30mm, and the height of the embedded anchor bars exposed out of the concrete leveling layer of the roof is 60mm.

Further, in order to improve rigidity of the whole tile hanging structure, adjacent galvanized angle steel is mutually overlapped along the length direction of the tile hanging strip, the overlap length is 100-200mm, and the side surface of the overlap position is fixed on the tile hanging strip through at least two self-tapping screws.

Further, in order to improve the overall structural strength of the tile hanging structure, the distance between the butt joint position of the tile hanging strip and the overlapping center line of the galvanized angle steel is more than or equal to 1000mm.

Further, in order to improve the anchoring effect of the embedded anchoring bars, a bar mesh is arranged in the concrete leveling layer of the roof, and the straight section of the embedded anchoring bars is embedded in the lower part of the bar mesh.

The beneficial effects of the utility model are as follows: according to the utility model, the galvanized angle steel is paved on the tile hanging strip, and the self-tapping screw is adopted to fix the tile, the galvanized angle steel and the tile hanging strip, so that the integrity of the tile hanging layer is ensured, and the buckling deformation degree of the water-flowing strip and the tile hanging strip due to the fact that the angle steel is resistant to deformation and is made of isotropic materials is reduced by utilizing the characteristics of the angle steel, so that the forming effect of the roof tile is smoother, the firmness degree of the tile hanging layer is improved, the later maintenance is avoided, and the later maintenance cost is reduced; through setting up the anchor reinforcing bar in the concrete leveling layer of roofing, avoided the anchor reinforcing bar to pierce through the waterproof layer, do not destroy the roofing waterproof layer, eliminated roofing seepage hidden danger and tile impression defect and quality hidden danger problem that exist among the embedded method of common anchor reinforcing bar, simultaneously, the embedded anchor reinforcing bar of L shape structure can make the batten be connected more reliably with concrete layer, has eliminated the unstable hidden danger of batten. The utility model has simple construction, convenient operation, reliable quality, economy and practicability.

Drawings

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is an enlarged schematic view of the front half of FIG. 1;

FIG. 3 is a schematic illustration of the placement of embedded anchors in the present utility model;

FIG. 4 is a top view of the galvanized angle steel of the present utility model laid on battens;

FIG. 5 is a cross-sectional view of the galvanized angle of the present utility model at the overlap of the battens;

in the figure, 1, a roof structural layer, 2, a concrete leveling layer of a roof, 3, pre-buried anchor bars, 4, a water strip, 5, tiles, 6, galvanized angle steel, 7, self-tapping screws, 8, battens, 9, a waterproof layer, 10, a heat preservation layer, 11 and a reinforcing mesh.

Detailed Description

The utility model is further illustrated by the following non-limiting examples, in conjunction with the accompanying drawings:

as shown in the attached drawing, the integral tile hanging structure of the sloping roof comprises a plurality of embedded anchor bars 3, a plurality of water-following strips 4 which are uniformly arranged along the sloping roof at intervals along the cornice of the sloping roof, a plurality of tile hanging strips 8 which are arranged on the upper parts of the water-following strips 4 at intervals along the height direction of the sloping roof, and a plurality of tiles 5 which are arranged on the upper parts of the tile hanging strips 8. Each layer of battens 8 or each two layers of battens 8 are correspondingly provided with a row of embedded anchor bars 3, each embedded anchor bar 3 is of an L-shaped structure, a straight section of each embedded anchor bar 3 is embedded in the concrete leveling layer 2 of the roof, and the vertical section of each embedded anchor bar 3 exposes the concrete leveling layer 2 of the roof and is in butt joint with the rear side of the corresponding batten 8. Each node of the water flowing strip 4 is fixedly connected with the embedded anchor bars 3. The battens 8 are fixed on the water-following strip 4 through round nails, galvanized angle steel 6 is paved on each batten 8, the galvanized angle steel 6 is paved along the length direction of the batten 8, wing plates on two sides of the galvanized angle steel 6 cover the top surface of the batten 8 and the front side surface of the slope top direction respectively, and self-tapping screws 7 penetrate through the galvanized angle steel 6 to fix the tile 5 on the batten 8.

Preferably, the diameter of the embedded anchoring steel bar 3 is 8mm, the anchoring depth of the embedded anchoring steel bar 3 is 30mm, and the height of the concrete leveling layer 2 of the roof exposed by the embedded anchoring steel bar 3 is 60mm. The length of the straight anchoring section of the embedded anchoring steel bar 3 is preferably more than or equal to 150mm.

Preferably, along the length direction of the batten, adjacent galvanized angle steel 6 are mutually overlapped, the overlap length L1 is 100-200mm, and the side surface of the overlap joint position is fixed on the batten 8 through at least two self-tapping screws 7.

Preferably, the distance L2 between the butt joint of the batten 8 and the overlapping center line of the galvanized angle steel is more than or equal to 1000mm.

Preferably, a reinforcement mesh 11 is arranged in the concrete leveling layer 2 of the roof, and the straight section of the embedded anchor reinforcement 3 is embedded in the lower part of the reinforcement mesh 11.

The concrete construction method comprises the following steps:

firstly, embedding anchor bars in a concrete leveling layer 2 of a roof:

1. according to the construction requirement, before the construction of the concrete leveling layer 2, processing the embedded anchor steel bars 3 into the required size;

2. the lower straight section of the embedded anchoring steel bar 3 stretches below the steel bar net sheet 11 of the concrete leveling layer 2 and is firmly bound so as to ensure the reliability of the anchoring steel bar after the concrete is formed;

3. pouring a concrete leveling layer 2, repeatedly pressing and wiping the concrete surface by using an iron trowel after pouring is finished until the surface smoothness and flatness requirements are met, so that the leveling is ensured, the effect is attractive, and obvious depressions or protrusions cannot appear;

4. and after pouring, concrete maintenance measures are needed to prevent cracking.

Secondly, combining galvanized angle steel with tile hanging strips to form a tile hanging:

1. before the construction of the water-running strip 4, the length of the water-running strip is determined, and joints are not required to be arranged during laying. After the concrete of the concrete leveling layer 2 reaches a certain strength, each node of the water strip 4 is firmly connected with the embedded anchor bars 3, the water strips 4 are uniformly graded, uniform in spacing and tidy in arrangement, and stability and flatness are ensured, so that the leveling and stability of the battens 8 are ensured. The water guiding strip 4 is perpendicular to the cornice, ensures the drainage effect and ventilation effect, and reduces the phenomena of uneven tile hanging layer and the like caused by deformation generated by damp in the later period as far as possible.

2. The batten 8 is fixed to the water bar 4 by means of a round pin. The joint of the batten 8 is firmly nailed on the water-following strip 4, and no nail leakage is needed. The joints of the battens 8 should be staggered, and two joints must not be continuously exceeded on the same water-following strip 4 so as to ensure the integrity of the battens 8. When the battens 8 are nailed, the consistency of the spacing sizes of the battens 8 is checked at any time, typesetting is needed to be done in advance for ensuring the accuracy of the sizes, the batten spacing is accurately measured at two ends of a slope, and the battens are nailed after the stay wires are pulled in a through way, so that the levelness of the battens is ensured.

3. The galvanized angle steel 6 is paved, the galvanized angle steel 6 covers the top surface of the batten 8 and the front side surface in the direction of the slope top, a lap joint mode is adopted between the galvanized angle steel in the horizontal direction, two ends of the side surface of the lap joint are fixed by using at least two tapping screws 7, the compactness and the flatness of the lap joint part are checked during fixing, and the phenomena of looseness, skew and the like are avoided after the fixing of the lap joint part. In addition, the galvanized angle steel connector and the connector of the batten are staggered, and the distance is more than or equal to 1000mm, so that the integrity of the batten layer is further ensured. Because the angle steel is made of isotropic materials, irregular deformation cannot be generated, and the buckling deformation degree of the wood materials caused by damp and heat can be well restrained, so that the rigidity of the whole tile hanging layer is greatly improved.

4. During tile hanging construction, a self-tapping screw 7 is used for penetrating through galvanized angle steel 6 to fix tiles 5 on tile hanging strips 8. The lapping dimension of the tiles is according to the specification of the tiles, and the direction of the lapping seam should be along the dominant wind direction so as to prevent water leakage from the lapping seam. From cornice department successive layer to follow from the bottom up, from right to left to arrange the tile construction, cornice department roofing tile is chosen according to drawing requirement distance. The tile rear claws are tightly hung on the tile hanging strip 8 and are tightly sealed with two tile falling grooves on the right side and the lower side, the vertical flatness of the tile surface and the corrugated surface is noticed at any time, and tiles which do not meet the quality requirements cannot be laid and hung. In order to ensure the straight and smooth tile surface, a diagonal line is drawn from the ridge to the cornice, namely, the diagonal line is aligned with the right lower corner of the first tile of the ridge, and the diagonal line is sequentially aligned with the second row of second Zhang Wa tiles and the third row of third tiles until the right lower corner of the cornice tile is on the same straight line, and then the cornice tile is sequentially paved and hung from the right to the left from bottom to top, so that the smooth and straight corrugated shape, the tidiness and the beautiful appearance are ensured. In addition, the tiles can cover the overlapping positions of the angle steel as much as possible, water seepage at the overlapping positions is avoided, and quality problems caused by rust of the angle steel in the later period are prevented.

The utility model solves the hidden trouble of roof leakage caused by the embedded anchor bars in the construction of the current sloping roof structure, improves the integrity of the tile hanging layer, solves the technical and quality problems in the dry hanging construction of the wooden tile hanging strip and the water-flowing strip, reduces the later maintenance cost, has high practicability and good popularization prospect.

Other parts in this embodiment are all of the prior art, and are not described herein.

Claims (5)

1. The utility model provides an integral tile hanging structure of sloping roof, includes a plurality of pre-buried anchor bars, a plurality of along water strip that the cornice of perpendicular to sloping roof evenly set up along sloping roof interval, along a plurality of tile hanging strips of sloping roof direction interval arrangement on along water strip upper portion, lay a plurality of tiles on tile hanging strip upper portion, characterized by: each layer of battens or each two layers of battens are correspondingly provided with a row of embedded anchor bars, each embedded anchor bar is of an L-shaped structure, a straight section of each embedded anchor bar is embedded in a concrete leveling layer of a roof, a vertical section of each embedded anchor bar is exposed out of the concrete leveling layer of the roof and is abutted to the rear side of the corresponding batten, the battens are fixedly connected with the embedded anchor bars, the battens are fixed on the battens through round nails, galvanized angle steel is paved on each batten, the galvanized angle steel is paved along the length direction of the batten, two side wing plates of the galvanized angle steel cover the top surface of the batten and the front side of the slope top direction respectively, and self-tapping screws penetrate through the galvanized angle steel to fix tiles on the battens.

2. The sloping roof integrated tile hanging structure as claimed in claim 1, wherein: the diameter of the embedded anchor bar is 8mm, the anchoring depth of the embedded anchor bar is 30mm, and the height of the embedded anchor bar exposed out of the concrete leveling layer of the roof is 60mm.

3. The sloping roof integrated tile hanging structure according to claim 1 or 2, characterized in that: along the length direction of the batten, adjacent galvanized angle steel is mutually lapped, the lapping length is 100-200mm, and the side surface of the lapping position is fixed on the batten through at least two self-tapping screws.

4. A sloping roof integrated batten structure according to claim 3, wherein: the distance between the butt joint of the batten and the lapping center line of the galvanized angle steel is more than or equal to 1000mm.

5. The sloping roof integrated tile hanging structure according to claim 1 or 2, characterized in that: the concrete leveling layer of the roof is internally provided with a reinforcing mesh, and the straight section of the embedded anchor reinforcing steel bar is embedded at the lower part of the reinforcing mesh.

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