CN213449091U

CN213449091U - Split type staggered floor fossil fragments of tower bridge structure

Info

Publication number: CN213449091U
Application number: CN202021388732.XU
Authority: CN
Inventors: 张轲; 徐晋洲; 曹辉; 王雪淋
Original assignee: Zhejiang Dinmei Intelligent Decoration Co ltd
Current assignee: Zhejiang Dinmei Intelligent Decoration Co ltd
Priority date: 2020-07-15
Filing date: 2020-07-15
Publication date: 2021-06-15
Anticipated expiration: 2030-07-15

Abstract

The utility model relates to a split type staggered floor fossil fragments of tower bridge structure, including last fossil fragments, lower keel and connecting plate, characteristics are: the top parts of the upper keel and the lower keel are respectively provided with a T-shaped clamping part, the clamping part of the upper keel is positioned on the right side of the upper supporting part, the upper supporting part comprises a left support and a right support, the bottom of the left support is connected with a mountain-shaped groove, and the right side of the bottom of the right support is connected with a right hanging hook groove; the lower keel is positioned under the upper keel, the clamping part of the lower keel is positioned at the top of the lower supporting part, the left side of the bottom of the lower supporting part is connected with a left hook groove, and the right side of the bottom of the lower supporting part is provided with an upper open groove; the upper keel and the lower keel are connected through a connecting plate. The utility model discloses can realize the nimble adjustment of split level height through the difference in height that changes between upper keel and the lower keel, effectively increase the split level height adjustment scope of tower bridge structure, still have advantages such as stable in structure, installation are convenient.

Description

Split type staggered floor fossil fragments of tower bridge structure

Technical Field

The utility model belongs to the technical field of interior decoration, concretely relates to split type staggered floor fossil fragments of tower bridge structure.

Background

The integrated ceiling is a modular combination of ceiling boards and electrical appliances, is divided into a heating module, a lighting module, a ventilation module and the like according to different functions, and has the characteristics of flexible arrangement, convenience in installation and the like. The tower bridge structure is an improvement on the existing integrated suspended ceiling structure, can perform dislocation layering on the integrated suspended ceiling, and achieves better decoration and stereoscopic impression and higher space utilization rate. In the tower bridge structure, the keel is an important component for fixing, supporting and decorating, and during actual construction, the keel is usually installed on a floor slab firstly, and then the modules of the tower bridge structure are installed on the keel in a combined manner, so that the tower bridge structure is fixed. However, the keel structure of the existing tower bridge structure is single, and the problems of complex installation, inflexible adjustment of staggered floor height, small maximum staggered floor height and the like still exist.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to overcome the above-mentioned not enough that exists among the prior art, and provide a split type staggered floor fossil fragments of tower bridge structure that the installation is convenient, stable in structure, regulation are nimble, can increase the staggered floor height.

The utility model provides a technical scheme that above-mentioned problem adopted is: this split type staggered floor fossil fragments of tower bridge structure, including last fossil fragments, lower keel and connecting plate, its characterized in that: the top of the upper keel and the top of the lower keel are both provided with T-shaped clamping parts, the clamping parts of the upper keel are positioned on the right side of the top of the upper keel, the upper supporting part of the upper keel is divided into a left support and a right support, the left side surface of the left support is a plane, the bottom of the left support is connected with a mountain-shaped groove, a left baffle of the mountain-shaped groove is flush with the left side surface of the left support, the height of a right baffle of the mountain-shaped groove is smaller than that of the left baffle, and the right side of the bottom of the right support is connected with; the lower keel is positioned under the upper keel, the clamping part of the lower keel is positioned at the top of the lower supporting part, the left side of the bottom of the lower supporting part is connected with a left hook groove, and the right side of the lower supporting part is provided with an upper open groove; the connecting plate is installed between upper keel and lower keel, and the upper end of connecting plate is fixed with the left surface of left branch strut, and the lower extreme of connecting plate is fixed with the left surface of lower branch strut. The utility model discloses a mode that upper keel and lower keel combined use realize the staggered floor of tower bridge structure, and the staggered floor height is decided by the difference in height between upper keel and the lower keel, and before the actual installation of tower bridge structure, should finish split type staggered floor fossil fragments equipment according to the high requirement of staggered floor earlier to installation effectiveness when improving actual installation. Go up fossil fragments and lower keel and pass through the connecting plate and realize interconnect, the connecting plate adopts the mode of screw connection usually, the adjustment staggered floor height of being convenient for, the clamping part be used for with the connecting piece cooperation, realize the quick installation of fossil fragments, it all is for making fossil fragments have higher intensity and better structural stability to go up supporting part and lower supporting part, the right side is hung the overhead hook and is used for the honeycomb aluminium rock plate on horizontal fixation fossil fragments right side, the left side is hung the overhead hook and is used for the left honeycomb aluminium rock plate of horizontal fixation fossil fragments.

As preferred, the utility model discloses a clamping part including roof, limiting plate and riser, the top surface of roof has triangle-shaped arch along length direction processing, the vertical setting of limiting plate is in the both sides of roof, the bottom surface middle part position at the roof is connected to the riser. The limiting plate of clamping part is used for restricting the removal of clamping part in the trip or the draw-in groove of connecting piece, and the roof passes through the trip or the draw-in groove locking of hand screw and connecting piece, and the triangle-shaped arch of roof top surface can effectively improve the locking firmness.

As preferred, the utility model discloses a be formed with installation clearance between left branch brace and the right branch brace, be formed with down installation clearance between lower support portion and the last open slot, along vertical installation honeycomb aluminum rock plate between the upper and lower installation clearance. The honeycomb aluminum rock plate of vertical installation is used for reducing the area that exposes of split type staggered floor fossil fragments, improves the aesthetic property after the installation.

As preferred, the utility model discloses a right side is hung the hook groove and is hung the same size in hook groove with a left side, opposite direction. The fixed effect of right side string of colluding groove and left side string of colluding groove to honeycomb aluminium rock plate is unanimous basically, and the homoenergetic effectively avoids honeycomb aluminium rock plate to fall down from between the fossil fragments.

Preferably, the bottom surface of the lower keel of the utility model is a closed plane. The bottom surface of the lower keel is the appearance surface of the split staggered keel, and the lower keel is designed into a closed plane and is more attractive after being installed.

Preferably, the utility model discloses an go up open slot internally mounted and have the lamp strip. The lamp strip installed in the upper open slot can produce certain light effect, and the attractiveness of the keel is improved.

Compared with the prior art, the utility model, have following advantage and effect: the utility model discloses utilize the connecting plate to connect from top to bottom upper keel and lower keel and formed split type staggered floor fossil fragments, this split type staggered floor fossil fragments's staggered floor height can realize nimble adjustment through the difference in height that changes between upper keel and the lower keel, has effectively increased the staggered floor height adjustment scope of tower bridge structure, still can utilize the clamping part and the connecting piece cooperation of upper keel to realize quick installation, has stable in structure, installs advantages such as convenient.

Drawings

In order to illustrate the embodiments of the present invention or the solutions in the prior art more clearly, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.

Fig. 1 is a schematic structural diagram of an embodiment of the present invention.

Fig. 2 is a schematic cross-sectional view of the upper keel according to the embodiment of the invention.

Figure 3 is the utility model discloses a keel cross section schematic diagram.

Fig. 4 is an enlarged view of an embodiment of the present invention at a.

Description of reference numerals: 1. an upper keel; 2. a lower keel; 3. a connecting plate; 4. a clamping portion; 5. an upper support section; 6. a left support; 7. a right support; 8. a mountain-shaped groove; 9. a left baffle; 10. a right baffle; 11. a right hook groove; 12. a lower support section; 13. a left hook groove; 14. an upper open slot; 15. a top plate; 16. a limiting plate; 17. a vertical plate; 18. a protrusion; 19. a honeycomb aluminum rock plate; 20. a light bar.

Detailed Description

The present invention will be described in further detail by way of examples with reference to the accompanying drawings, which are illustrative of the present invention and are not intended to limit the present invention.

Examples

Referring to fig. 1 to 4, the split type split level keel of the tower bridge structure of the present embodiment includes an upper keel 1, a lower keel 2 and a connecting plate 3.

The top of going up fossil fragments 1 and lower keel 2 of this embodiment all is equipped with the clamping part 4 of T shape, and the clamping part 4 of this embodiment includes roof 15, limiting plate 16 and riser 17, and the top surface of roof 15 has triangle-shaped arch 18 along length direction processing, and the vertical setting of limiting plate 16 is in the both sides of roof 15, and the bottom surface middle part position at roof 15 is connected to riser 17. Clamping part 4 is used for realizing the quick installation of fossil fragments with the connecting piece cooperation, and limiting plate 16 of clamping part 4 is used for restricting the removal of clamping part 4 in the trip or the draw-in groove of connecting piece, and roof 15 is through the trip or the draw-in groove locking of hand-screw and connecting piece, and the protruding 18 of triangle-shaped of roof 15 top surface can effectively improve the locking firmness, and riser 17 is used for other structural connection with fossil fragments.

The clamping part 4 of the upper keel 1 of the embodiment is positioned at the top of the upper supporting part 5, the upper supporting part 5 is divided into a left supporting part 6 and a right supporting part 7, the left side surface of the left supporting part 6 is a plane, the bottom of the left supporting part 6 is connected with a mountain-shaped groove 8, the left baffle 9 of the mountain-shaped groove 8 is flush with the left side surface of the left supporting part 6, the right baffle 10 of the mountain-shaped groove 8 is smaller than the left baffle 9, the right supporting part 7 is composed of a folded plate, the right side of the bottom of the right supporting part 7 is connected with a right hanging hook groove 11, and an installation gap is formed between the left supporting part 6.

The lower keel 2 of this embodiment is located the upper keel 1 under, the clamping part 4 of lower keel 2 is located the top of lower support portion 12, the bottom left side of lower support portion 12 is connected with left side and links up with groove 13, it is the same with the size of right side hook groove 11 to link up with groove 13 on a left side, but opposite direction, the two all is used for the fixed honeycomb aluminium rock plate 19 of level, realize honeycomb aluminium rock plate 19's staggered floor and distribute, and the two fixed effect is unanimous basically, homoenergetic effectively avoids honeycomb aluminium rock plate 19 to fall from between the fossil fragments.

The right side of lower supporting part 12 of this embodiment is equipped with upper shed 14, and upper shed 14 internally mounted has lamp strip 20, and lamp strip 20 can produce certain light effect, plays the effect that improves fossil fragments aesthetic property. A lower mounting gap is formed between the lower supporting part 12 and the upper opening groove 14, and in order to reduce the exposed area of the split staggered keel and improve the aesthetic property, a honeycomb aluminum rock plate 19 is vertically mounted between the upper mounting gap and the lower mounting gap in the embodiment.

The connecting plate 3 of this embodiment is installed between upper keel 1 and lower keel 2, and the left surface of connecting plate 3 and left branch brace 6 and the left surface of lower supporting part 12 pass through bolted connection, and the staggered floor height of this embodiment is decided by the difference in height between upper keel 1 and lower keel 2, and the difference in height between upper keel 1 and lower keel 2 can be changed to the length of adjustment connecting plate 3. Between the actual installation of tower bridge structure, should accomplish the equipment of split type staggered floor fossil fragments of this embodiment according to the requirement of staggered floor height earlier to installation effectiveness when improving the field installation.

In addition, it should be noted that the specific embodiments described in the present specification may be different in the components, the shapes of the components, the names of the components, and the like, and the above description is only an example of the structure of the present invention. All the equivalent changes or simple changes made according to the structure, characteristics and principle of the utility model are included in the protection scope of the utility model. Various modifications, additions and substitutions may be made by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.

Claims

1. The utility model provides a split type staggered floor fossil fragments of tower bridge structure, includes upper joist (1), lower joist (2) and connecting plate (3), its characterized in that: the top of the upper keel (1) and the top of the lower keel (2) are both provided with T-shaped clamping parts (4), the clamping parts (4) of the upper keel (1) are positioned on the right side of the top of the upper keel, an upper supporting part (5) of the upper keel (1) is divided into a left support (6) and a right support (7), the left side of the left support (6) is a plane, the bottom of the left support (6) is connected with a mountain-shaped groove (8), a left baffle (9) of the mountain-shaped groove (8) is flush with the left side of the left support (6), the height of a right baffle (10) of the mountain-shaped groove (8) is smaller than that of the left baffle (9), and the right side of the bottom of the right support (7) is connected with a right hanging hook groove (; the lower keel (2) is positioned right below the upper keel (1), the clamping part (4) of the lower keel (2) is positioned at the top of the lower supporting part (12), the left side of the bottom of the lower supporting part (12) is connected with a left hook groove (13), and the right side of the lower supporting part (12) is provided with an upper open groove (14); the connecting plate (3) is arranged between the upper keel (1) and the lower keel (2), the upper end of the connecting plate (3) is fixed with the left side face of the left support (6), and the lower end of the connecting plate (3) is fixed with the left side face of the lower support part (12).

2. The split keel of tower bridge structure according to claim 1, wherein: clamping part (4) including roof (15), limiting plate (16) and riser (17), the top surface of roof (15) has triangle-shaped arch (18) along length direction processing, the vertical both sides that set up in roof (15) of limiting plate (16), the bottom surface middle part position at roof (15) is connected in riser (17).

3. The split keel of tower bridge structure according to claim 1, wherein: an upper mounting gap is formed between the left support (6) and the right support (7), a lower mounting gap is formed between the lower support portion (12) and the upper open slot (14), and a honeycomb aluminum rock plate (19) is vertically mounted between the upper mounting gap and the lower mounting gap.

4. The split keel of tower bridge structure according to claim 1, wherein: the right hanging hook groove (11) and the left hanging hook groove (13) are the same in size and opposite in direction.

5. The split keel of tower bridge structure according to claim 1, wherein: the bottom surface of the lower keel (2) is a closed plane.

6. The split keel of tower bridge structure according to claim 1, wherein: and a lamp strip (20) is arranged in the upper opening groove (14).