CN203768801U - Material conveying trestle floor deformation seam structure - Google Patents
Material conveying trestle floor deformation seam structure Download PDFInfo
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- CN203768801U CN203768801U CN201420158922.0U CN201420158922U CN203768801U CN 203768801 U CN203768801 U CN 203768801U CN 201420158922 U CN201420158922 U CN 201420158922U CN 203768801 U CN203768801 U CN 203768801U
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- trestle
- main body
- deformation joint
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- work structure
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Abstract
The utility model relates to a material conveying trestle floor deformation seam structure comprising a first trestle structure body and a second trestle structure body which are adjacent to each other. A floor deformation seam is reserved between the first trestle structure body and the second trestle structure body, a steel grating cover plate is laid between the floor slab tops of the first trestle structure body and the second trestle structure body along the extending direction of the deformation seam, and a steel groove-shaped gutter is arranged between the lower portions of a first supporting beam of the first trestle structure body and a second supporting beam of the second trestle structure body. Construction measures of structural water proofing and draining are taken into consideration, and the material conveying trestle floor deformation seam structure is simple in constructing technology, simple and convenient to mount, reliable in performance and material saving; a trestle floor is attractive and close in linking; the whole deformation seam serving as a water flow collection port and the lower-portion groove-shaped gutter form an organized draining system, so that draining performance is improved; the upper-portion steel grating cover plate is replaceable and detachable, thereby being convenient for manual sewage removal.
Description
Technical field
The utility model belongs to technical field of buildings, relates to a kind of flooring deformation joint structure, especially a kind of conveying trestle flooring deformation joint structure.
Background technology
In industrial construction, as the support structure system of source material delivery system, trestle work structure is widely adopted.For meeting raw material, carry and technological requirement, trestle work structure normal length is larger again, and therefore sedimentation, shockproof, flexible requirement that necessary deformation joint could meet building are set; And trestle is in use, there is unavoidably contamination of raw material upper strata floor phenomenon, conventionally with water flushing method, to clear up, the rainwater water yield that outdoor trestle faces is larger, and trestle should adopt functional in organized water drainage system as elevated structure; Trestle is generally inclined-plane, and sewage is dirty along trestle direction, if do not take measures, current can pass deformation joint, therefore should carry out waterproof and the drainage measure of trestle work structure.
In order to carry out waterproof and the drainage measure of trestle work structure, in prior art, conventional way is: at deformation joint, do waterproof measure, and do drainage measure in the upstream of deformation joint.Waterproofing process requires high, the aging rear Seepage that equally easily occurs of material corrosion; And draining way or establish dash edge, impact is current, attractive in appearance, or increases secondary beam, and sectional descending board, has increased high-altitude difficulty of construction.Therefore need a kind of both attractive in appearancely, simple, can solve again that trestle work structure is anti-, the construction measure of draining simultaneously.
Utility model content
The purpose of this utility model is to overcome the shortcoming of above-mentioned prior art, and a kind of conveying trestle flooring deformation joint structure is provided, and can solve that trestle work structure is anti-, draining.
The purpose of this utility model solves by the following technical programs:
This conveying trestle flooring deformation joint structure, comprises the first adjacent trestle work structure main body and the second trestle work structure main body; Between described the first trestle work structure main body and the second trestle work structure main body, leave flooring deformation joint; Between described the first trestle work structure main body and the floor slab tops of the second trestle work structure main body, along deformation joint bearing of trend, be equipped with steel grating cover plate; The first brace summer of described the first trestle work structure main body. and the second brace summer of the second trestle work structure main body. between bottom, along deformation joint bearing of trend, be provided with steel grooved gutter.
The floor slab tops of above-mentioned the first trestle work structure main body is equipped with waterproof roll, and the top of described waterproof roll is equipped with concrete pavement.
The floor slab tops of above-mentioned the first trestle work structure main body and the second trestle work structure main body is embedded with respectively angle steel embedded part along deformation joint bearing of trend, is equipped with steel grating cover plate and elastic rubber slab between angle steel embedded part.
The second brace summer of the first brace summer of above-mentioned the first trestle work structure main body and the second trestle work structure main body. between bottom, along deformation joint bearing of trend, be respectively arranged with beam base angle steel embedded part.
On the base plate of above-mentioned steel grooved gutter, be connected with zinc-plated gutter.
Between the floor slab tops of above-mentioned the first trestle work structure main body and steel grating cover plate, along deformation joint bearing of trend, be provided with guiding gutter, guiding gutter bottom is provided with aqueduct.
It is concordant with the upper surface of both sides concrete pavement that the upper surface of above-mentioned steel grating cover plate and elastic rubber slab keeps.
The both sides of above-mentioned steel grooved gutter are connected with deformation joint two curb girder base angle steel sluggings respectively.
Two side plate tops of above-mentioned steel grooved gutter and the first brace summer of the first trestle work structure main body. and the second brace summer of the second trestle work structure main body. waterproof and sealing material shutoff is used respectively in side clearance.
Between above-mentioned elastic rubber slab and angle steel embedded part, adopt gluing connection.
The utlity model has following beneficial effect:
Deformation joint of the present utility model is taken into account the construction measure of structurally waterproof, draining simultaneously, and constructing technology is simple, simple installation, and dependable performance, saves material; Trestle flooring is attractive in appearance, linking is tight; Meet the requirement that long distance trestle arranges deformation joint, stitch wide accommodation larger, steel sheet grooved gutter deformability is strong, can adapt to the sedimentation of building, shockproof, the requirement of stretching; Whole deformation joint is collected mouth as current, is formed with and organizes drainage system with bottom grooved gutter, improves drainage performance; Upper steel grid cover plate is replaceable, dismounting, conveniently manually removes contamination.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein: 1 is flooring deformation joint; 2 is the first low trestle work structure main body; 2.1 is low trestle side bar; 3 is the second high trestle work structure main body; 3.1 is high trestle side bar; 4 is concrete pavement; 5 is angle steel embedded part; 6 is elastic rubber slab; 7 is steel grating cover plate; 8 is waterproof roll; 9 is beam base angle steel embedded part; 10 is steel grooved gutter; 11 is zinc-plated gutter; 12 is floor; 13 is waterproof and sealing material; 14 is guiding gutter; 15 is aqueduct.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Referring to Fig. 1: conveying trestle flooring deformation joint structure of the present utility model, comprises the first adjacent trestle work structure main body 2 and the second trestle work structure main body 3; Between the first trestle work structure main body 2 and the second trestle work structure main body 3, leave flooring deformation joint 1; Between floor 12 tops of the first trestle work structure main body 2 and the second trestle work structure main body 3, along deformation joint 1 bearing of trend, be equipped with steel grating cover plate 7; Between the second brace summer 3.1 bottoms of the first brace summer 2.1 of the first trestle work structure main body 2 and the second trestle work structure main body 3, along deformation joint 1 bearing of trend, be provided with steel grooved gutter 10.
In preferred embodiment of the present utility model, as shown in Figure 1, the floor slab tops of the first trestle work structure main body 2 is equipped with waterproof roll 8, and the top of described waterproof roll 8 is equipped with concrete pavement 4.The floor slab tops of the first trestle work structure main body 2 and the second trestle work structure main body 3 is embedded with respectively angle steel embedded part 5 along deformation joint 1 bearing of trend, is equipped with steel grating cover plate 7 and elastic rubber slab 6 between angle steel embedded part 5.Between the second brace summer 3.1 bottoms of the first brace summer 2.1 of the first trestle work structure main body 2 and the second trestle work structure main body 3, along deformation joint 1 bearing of trend, be respectively arranged with beam base angle steel embedded part 9.On the base plate of steel grooved gutter 10, be connected with zinc-plated gutter 11.Between floor 12 tops of the first trestle work structure main body 2 and steel grating cover plate 7, along deformation joint 1 bearing of trend, be provided with guiding gutter 14, guiding gutter 14 bottoms are provided with aqueduct 15.It is concordant with the upper surface of both sides concrete pavement 4 that the upper surface of steel grating cover plate 7 and elastic rubber slab 6 keeps.The both sides of steel grooved gutter 10 are welded to connect with deformation joint two curb girder base angle steel embedded parts 9 respectively.Waterproof and sealing material 13 shutoff are used respectively with the first brace summer 2.1 of the first trestle work structure main body 2 and the second brace summer 3.1 side clearancies of the second trestle work structure main body 3 in two side plate tops of steel grooved gutter 10.Between elastic rubber slab 6 and angle steel embedded part 5, adopt gluing connection.
In sum, material selection of the present utility model should take into full account the factors such as deformation number of times, material corrosion in application life be aging, guarantees that material performance index meets the reliability in the time limit in application life.
Claims (10)
1. a conveying trestle flooring deformation joint structure, is characterized in that, comprises the first adjacent trestle work structure main body (2) and the second trestle work structure main body (3); Between described the first trestle work structure main body (2) and the second trestle work structure main body (3), leave flooring deformation joint (1); Between described the first trestle work structure main body (2) and floor (12) top of the second trestle work structure main body (3), along deformation joint (1) bearing of trend, be equipped with steel grating cover plate (7); Between the second brace summer (3.1) bottom of first brace summer (2.1) of described the first trestle work structure main body (2) and the second trestle work structure main body (3), along deformation joint (1) bearing of trend, be provided with steel grooved gutter (10).
2. conveying trestle flooring deformation joint structure according to claim 1, it is characterized in that, the floor slab tops of described the first trestle work structure main body (2) is equipped with waterproof roll (8), and the top of described waterproof roll (8) is equipped with concrete pavement (4).
3. conveying trestle flooring deformation joint structure according to claim 1, it is characterized in that, the floor slab tops of described the first trestle work structure main body (2) and the second trestle work structure main body (3) is embedded with respectively angle steel embedded part (5) along deformation joint (1) bearing of trend, is equipped with steel grating cover plate (7) and elastic rubber slab (6) between angle steel embedded part (5).
4. conveying trestle flooring deformation joint structure according to claim 1, it is characterized in that, between first brace summer (2.1) of described the first trestle work structure main body (2) and the second brace summer (3.1) bottom of the second trestle work structure main body (3), along deformation joint (1) bearing of trend, be respectively arranged with beam base angle steel embedded part (9).
5. conveying trestle flooring deformation joint structure according to claim 1, is characterized in that, is connected with zinc-plated gutter (11) on the base plate of described steel grooved gutter (10).
6. conveying trestle flooring deformation joint structure according to claim 1, it is characterized in that, between floor (12) top of described the first trestle work structure main body (2) and steel grating cover plate (7), along deformation joint (1) bearing of trend, be provided with guiding gutter (14), guiding gutter (14) bottom is provided with aqueduct (15).
7. according to the conveying trestle flooring deformation joint structure described in claim 1,2 or 3, it is characterized in that, it is concordant with the upper surface of both sides concrete pavement (4) that the upper surface of described steel grating cover plate (7) and elastic rubber slab (6) keeps.
8. according to the conveying trestle flooring deformation joint structure described in claim 1,4 or 5, it is characterized in that, the both sides of described steel grooved gutter (10) are welded to connect with deformation joint two curb girder base angle steel embedded parts (9) respectively.
9. according to the conveying trestle flooring deformation joint structure described in claim 1 or 4, it is characterized in that, waterproof and sealing material (13) shutoff is used respectively with first brace summer (2.1) of the first trestle work structure main body (2) and the second brace summer (3.1) side clearance of the second trestle work structure main body (3) in two side plate tops of described steel grooved gutter (10).
10. conveying trestle flooring deformation joint structure according to claim 3, is characterized in that, between described elastic rubber slab (6) and angle steel embedded part (5), adopts gluing connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420158922.0U CN203768801U (en) | 2014-04-02 | 2014-04-02 | Material conveying trestle floor deformation seam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420158922.0U CN203768801U (en) | 2014-04-02 | 2014-04-02 | Material conveying trestle floor deformation seam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203768801U true CN203768801U (en) | 2014-08-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420158922.0U Expired - Fee Related CN203768801U (en) | 2014-04-02 | 2014-04-02 | Material conveying trestle floor deformation seam structure |
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| Country | Link |
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| CN (1) | CN203768801U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993557A (en) * | 2014-04-02 | 2014-08-20 | 陕西省电力设计院 | Material conveying trestle floor deformation joint structure and construction method thereof |
-
2014
- 2014-04-02 CN CN201420158922.0U patent/CN203768801U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993557A (en) * | 2014-04-02 | 2014-08-20 | 陕西省电力设计院 | Material conveying trestle floor deformation joint structure and construction method thereof |
| CN103993557B (en) * | 2014-04-02 | 2016-04-13 | 中国能源建设集团陕西省电力设计院有限公司 | A kind of conveying trestle flooring deformation joint structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA ENERGY ENGINEERING GROUP SHAANXI ELECTRIC PP Free format text: FORMER NAME: SHAANXI ELECTRIC POWER DESIGN INSTITUTE |
|
| CP03 | Change of name, title or address |
Address after: Huan Cheng Nan Lu, Beilin District 710054 East Shaanxi city of Xi'an province No. 50 Patentee after: China Energy Engineering Group Shaanxi Electric Ppower Design Institute Co., Ltd. Address before: 710054 Xi'an, Shaanxi, Xiang Xiang Road, No. 99 Patentee before: Shaanxi Electric Power Design Institute |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 Termination date: 20180402 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |