CN109024885A - A kind of conveying gallery security structure - Google Patents
A kind of conveying gallery security structure Download PDFInfo
- Publication number
- CN109024885A CN109024885A CN201810661666.XA CN201810661666A CN109024885A CN 109024885 A CN109024885 A CN 109024885A CN 201810661666 A CN201810661666 A CN 201810661666A CN 109024885 A CN109024885 A CN 109024885A
- Authority
- CN
- China
- Prior art keywords
- truss
- column
- built
- fitting
- end plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of conveying gallery security structure applied to dry-process cement clinker production line conveying gallery technical field, end plate (3) are arranged in steel truss (1) end of the conveying gallery security structure, concrete bracket (4) are set on the inside of column (2), end plate (3) lower end surface is configured to be supported on the structure of concrete bracket (4) upper surface location, built-in fitting (6) are set on the outside of column (2), the structure connected by the connecting component (7) of inclination arrangement is set as between end plate (3) and built-in fitting (6), connecting component (7) is wirerope or anchor chain.Conveying gallery security structure of the present invention, when steel truss and column concrete bracket junction bolt are by destroying, ensure that truss will not collapse suddenly, improve the safety of gallery steel truss, especially in the case where steel truss knot fails or damages, it reduces high-altitude gallery and falls possibility in the air, ensure construction of structures and personnel safety.
Description
Technical field
The invention belongs to dry-process cement clinker production lines to convey gallery technical field, more specifically, be related to it is a kind of defeated
Send gallery security structure.
Background technique
The various materials conveying of cement clinker production line mainly using conveying gallery form form, conveys gallery mainly by standing
Column, steel truss, the connector composition between column and steel truss, column (gallery bracket) is vertical structure, generally uses reinforcing bar
Concrete structure.Steel truss is horizontal longspan structure, and 18 meters -60 meters of span are differed, relatively conventional with 21 meters of -30 meters of spans.
Since steel truss is high-altitude primary structure member, in the long-term use, due under corrosion or the improper service condition such as dust stratification, truss
Rod piece can deform, and usually destroy in steel truss and column junction, steel truss is caused integrally to fall off, to make to convey gallery
It destroys, material conveying is interrupted, and not only influences production, and there are great security risk, it is also very big to restore difficulty, therefore take and arrange
It applies, prevent steel truss safety, prevent from falling off, be particularly important in conveying Corridor Design.
Summary of the invention
The technical problems to be solved by the present invention are: in view of the shortcomings of the prior art, to provide a kind of structure simple, to steel truss
It is improved with column connecting portion connection type, when steel truss and column column cap junction bolt are by destroying, it is ensured that purlin
Frame will not collapse suddenly, improve the safety of gallery steel truss, especially in the case where steel truss knot fails or damages, reduce high
Open road falls possibility in the air, ensures the conveying gallery security structure of construction of structures and personnel safety.
Solve the problems, such as techniques discussed above, the technical scheme adopted by the invention is as follows:
The present invention is a kind of conveying gallery security structure, and the conveying gallery security structure includes steel truss, column, institute
Concrete bracket is arranged in the steel truss end setting end plate stated, column inside, and end plate lower end surface is configured to prop up
The structure in concrete bracket upper surface location is supportted, built-in fitting is set on the outside of column, is set as between end plate and built-in fitting
The structure connected by the connecting component of inclination arrangement, the connecting component are wirerope or anchor chain.
The steel truss end also sets up truss and winds up and the oblique compound lever of truss, and truss, which winds up between the oblique compound lever of truss, is in
Acute angle structure, the end plate upper end of steel truss end setting is winded up with truss to be fixedly connected, steel truss end setting
End plate side is fixedly connected with the oblique compound lever of truss.
The column is set as structure made of concrete for making, and stiffener, built-in fitting setting are arranged inside column
For the structure being embedded in when production column in concrete.
Setting penetrates the plate connecting hole of end plate on the end plate, and setting penetrates built-in fitting on built-in fitting
Built-in fitting connecting hole, connecting component are arranged through the structure of plate connecting hole and built-in fitting connecting hole.
When the connecting component passes through plate connecting hole and built-in fitting connecting hole, passes through plate connecting hole and built-in fitting connects
Two ends for connecing the connecting component in hole are configured to the structure to link together, and connecting component is ring structure.
The level height of the built-in fitting is set above the structure of the level height of end plate, and column is set as vertical
The structure of straight arrangement on the ground.
Truss one end of winding up is connected with end plate, and the truss other end that winds up is fixedly connected with steel truss, truss
It winds up and is set as horizontally disposed structure, the oblique compound lever one end of truss is connected with end plate, the oblique compound lever other end of truss and steel truss
Frame is fixedly connected, and the oblique compound lever of truss is set as the structure being in tilted layout.
When the connecting component is anchor chain, anchor chain includes the anchor chain component of multiple annulars, and adjacent anchor chain component, which hooks, to be connected
It connects.
Using technical solution of the present invention, can obtain it is below the utility model has the advantages that
Coagulation clay ox is arranged when setting conveys gallery in conveying gallery security structure of the present invention on the inside of column
End plate is arranged in steel truss end in leg, and end plate is supported on concrete bracket, is realized between steel truss and column
Connection and positioning.To ensure that steel truss 1 supports reliably, while built-in fitting is arranged in connection safety on the outside of column, built-in fitting and vertical
Column is fixedly connected, and is then connected built-in fitting with end plate by connecting component.In this way, being realized between steel truss and column
Double shield, even if steel truss deformation or falling off, due to increasing connecting component (security personnel's drag-line), steel truss falls off with column
When also will receive the constraint of connecting component, without under aerial pendant, playing the role of good safety guarantee suddenly.The present invention
The conveying gallery security structure, structure is simple, at low cost, changes to steel truss and column connecting portion connection type
Into when steel truss and column column cap junction bolt are by destroying, it is ensured that truss will not collapse suddenly, improve gallery steel truss
Safety reduces high-altitude gallery and falls possibility in the air, ensure construction especially in the case where steel truss knot fails or damages
Build object and personnel safety.
Detailed description of the invention
Brief description is made to content expressed by each attached drawing of this specification and the label in figure below:
Fig. 1 is the partial structural diagram of conveying gallery of the present invention；
Fig. 2 is the partial structurtes signal that the connecting component of conveying gallery security structure of the present invention is connected with column
Figure；
Fig. 3 is the partial structurtes signal that the connecting component of conveying gallery security structure of the present invention is connected with steel truss
Figure；
Fig. 4 is the structural schematic diagram of the anchor chain of conveying gallery security structure of the present invention；
Attached drawing acceptance of the bid note is respectively as follows: 1, steel truss；2, column；3, end plate；4, concrete bracket；5, ground；6, pre-
Embedded part；7, connecting component；8, truss winds up；9, the oblique compound lever of truss；10, plate connecting hole；11, built-in fitting connecting hole；12, anchor chain
Component.
Specific embodiment
Below against attached drawing, by the description of the embodiment, to for example related each structure of a specific embodiment of the invention
The works such as the shape of part, construction, the mutual alignment between each section and connection relationship, the effect of each section and working principle are further
Detailed description:
As shown in attached drawing 1- attached drawing 3, the present invention is a kind of conveying gallery security structure, the conveying gallery security structure
Including steel truss 1, column 2, end plate 3 is arranged in 1 end of steel truss, and concrete bracket 4, end are arranged on the inside of column 2
Plate 3 lower end surface in portion's is configured to be supported on the structure of 4 upper surface location of concrete bracket, and built-in fitting is arranged on the outside of column 2
6, the structure connected by the connecting component 7 of inclination arrangement, the interconnecting piece are set as between end plate 3 and built-in fitting 6
Part 7 is wirerope or anchor chain.When setting conveys gallery concrete bracket is arranged, in steel truss in above structure on the inside of column
End plate is arranged in 1 end, and end plate is supported on concrete bracket, realizes the connection between steel truss 1 and column and determines
Position.To ensure that steel truss 1 supports reliably, built-in fitting is arranged in connection safety on the outside of column, and built-in fitting is fixedly connected with column,
Then built-in fitting is connected with end plate by connecting component.In this way, double shield is realized between steel truss and column,
Even if steel truss is deformed or fallen off, due to increasing connecting component (security personnel's drag-line), also will receive when steel truss falls off with column
Connecting component constraint will not play the role of good safety guarantee suddenly under aerial pendant.Conveying gallery security knot of the invention
Structure, structure is simple, improves to steel truss and column connecting portion connection type, in steel truss and column column cap junction spiral shell
When bolt is by destroying, it is ensured that truss will not collapse suddenly, improve the safety of gallery steel truss, especially steel truss knot failure or
In the case where damage, reduces high-altitude gallery and fall possibility in the air, ensure construction of structures and personnel safety.
1 end of steel truss also sets up truss and winds up 8 and the oblique compound lever 9 of truss, and truss winds up 8 and the oblique compound lever 9 of truss
Between angle structure at an acute angle, 3 upper end of end plate and the truss of 1 end of steel truss setting, which wind up, 8 to be fixedly connected, steel truss 1
3 side of end plate of end setting is fixedly connected with the oblique compound lever 9 of truss.The truss of above structure, end plate and steel truss
Wind up and 8 and the oblique compound lever 9 of truss while connecting, and truss wind up 8 and the oblique compound lever 9 of truss tilt angle and connect with end plate
Position is different, to effectively improve bonding strength, it is ensured that end plate is when supporting and connecting stress with connecting component, Bu Huifa
Change shape, high reliablity.
The column 2 is set as structure made of concrete for making, and stiffener is arranged inside column 2, and built-in fitting 6 is set
The structure being embedded in concrete when being set to production column 2, built-in fitting 6 are set as on the stiffener being installed in column 2
Structure.Above structure, built-in fitting include body part and interconnecting piece, body part and interconnecting piece structure in T shape.Built-in fitting is embedded in
When in column, body part is installed on the stiffener being arranged in column, and interconnecting piece extends to outside column, and connects
Plate connecting hole 10 is arranged in portion in long-term loading process, will not break in this way, built-in fitting intensity is effectively reinforced
It splits or deforms, high reliablity.
Setting penetrates the plate connecting hole 10 of end plate 3 on the end plate 3, and setting penetrates pre- on built-in fitting 6
The built-in fitting connecting hole 11 of embedded part 6, connecting component 7 are arranged through the structure of plate connecting hole 10 and built-in fitting connecting hole 11.
When the connecting component 7 passes through plate connecting hole 10 and built-in fitting connecting hole 11, passes through plate connecting hole 10 and built-in fitting connects
Two ends for connecing the connecting component 7 in hole 11 are configured to the structure to link together, and connecting component 7 is ring structure.On
Structure is stated, connecting component is traditional thread binding structure, passes through plate connecting hole 10 and built-in fitting connecting hole 11, then forms closed ring
Shape, realization are reliably connected built-in fitting and end plate.So that steel truss, connecting component and column are integrally formed, work as steel truss
When frame stress deformation falls off from column, steel truss end plate can be held by connecting component, steel truss is unlikely to straight
It connects from falling from high altitude, plays the role of good safeguard protection to steel truss.Conveying gallery in this way will not integrally collapse, effective guarantee
Conveying articles and personnel safety.
The level height of the built-in fitting 6 is set above the structure of the level height of end plate 3, and column 2 is arranged
For the structure being arranged vertically on ground 5.Above structure, after connecting component connects end plate and built-in fitting, connecting component
For ramp-like configuration, pulling force effectively can be formed to end plate when steel deforms and falls off in this way, it is ensured that conveying gallery
Safety.
Wind up 8 one end and end plate 3 of the truss connects, and truss 8 other ends that wind up are fixedly connected with steel truss 1,
Truss, which winds up, 8 is set as horizontally disposed structure, and oblique 9 one end of compound lever of truss and end plate 3 connect, and the oblique compound lever 9 of truss is another
End is fixedly connected with steel truss 2, and the oblique compound lever 3 of truss is set as the structure being in tilted layout.Above structure is winded up 8 Hes by truss
The setting of the oblique compound lever 9 of truss and angle arrangement, it is ensured that end plate integral strength is high, bears endurance height when external force, effectively drops
It is low to deform in use or fracture probability.
As shown in Fig. 4, when the connecting component 7 is anchor chain, anchor chain includes the anchor chain component 12 of multiple annulars, adjacent
Anchor chain component hooks connection.Above structure can according to need the size and number of setting anchor chain component, to meet different shaped
Number 1 use demand of steel truss.
Coagulation clay ox is arranged when setting conveys gallery in conveying gallery security structure of the present invention on the inside of column
End plate is arranged in steel truss end in leg, and end plate is supported on concrete bracket, is realized between steel truss and column
Connection and positioning.To ensure that steel truss 1 supports reliably, while built-in fitting is arranged in connection safety on the outside of column, built-in fitting and vertical
Column is fixedly connected, and is then connected built-in fitting with end plate by connecting component.In this way, being realized between steel truss and column
Double shield, even if steel truss deformation or falling off, due to increasing connecting component (security personnel's drag-line), steel truss falls off with column
When also will receive the constraint of connecting component, without under aerial pendant, playing the role of good safety guarantee suddenly.The present invention
The conveying gallery security structure, structure is simple, at low cost, changes to steel truss and column connecting portion connection type
Into when steel truss and column column cap junction bolt are by destroying, it is ensured that truss will not collapse suddenly, improve gallery steel truss
Safety reduces high-altitude gallery and falls possibility in the air, ensure construction especially in the case where steel truss knot fails or damages
Build object and personnel safety.
Above in conjunction with attached drawing, an exemplary description of the invention, it is clear that concrete implementation of the present invention is not by above-mentioned
The limitation of mode, as long as using the various improvement that the inventive concept and technical scheme of the present invention carry out, or not improved by this
The conception and technical scheme of invention directly apply to other occasions, are within the scope of the invention.
Claims (8)
1. a kind of conveying gallery security structure, it is characterised in that: the conveying gallery security structure includes steel truss (1), stands
End plate (3) are arranged in column (2), the steel truss (1) end, concrete bracket (4) are arranged on the inside of column (2), end panel
Part (3) lower end surface is configured to be supported on the structure of concrete bracket (4) upper surface location, and setting is pre-buried on the outside of column (2)
Part (6) is set as the structure connected by the connecting component (7) of inclination arrangement, institute between end plate (3) and built-in fitting (6)
The connecting component (7) stated is wirerope or anchor chain.
2. conveying gallery security structure according to claim 1, it is characterised in that: described steel truss (1) end is also set
It sets truss to wind up (8) and the oblique compound lever of truss (9), truss winds up (8) angle structure at an acute angle, steel between the oblique compound lever of truss (9)
Truss (1) end setting end plate (3) upper end wind up with truss (8) be fixedly connected, steel truss (1) end setting end
Plate (3) side is fixedly connected with the oblique compound lever of truss (9).
3. conveying gallery security structure according to claim 1 or 2, it is characterised in that: the column (2) is set as mixed
The structure that solidifying soil is made, column (2) is internal to be arranged stiffener, and built-in fitting (6) is set as being embedded in when production column (2)
Structure in concrete, built-in fitting (6) are set as the structure on the stiffener being embedded in column (2).
4. conveying gallery security structure according to claim 2, it is characterised in that: be arranged on the end plate (3)
The plate connecting hole (10) of end plate (3) is penetrated, setting penetrates the built-in fitting connecting hole of built-in fitting (6) on built-in fitting (6)
(11), connecting component (7) is arranged through the structure of plate connecting hole (10) and built-in fitting connecting hole (11).
5. conveying gallery security structure according to claim 4, it is characterised in that: the connecting component (7) passes through plate
When part connecting hole (10) and built-in fitting connecting hole (11), the interconnecting piece of plate connecting hole (10) and built-in fitting connecting hole (11) is passed through
Two ends of part (7) are configured to the structure to link together, and connecting component (7) is ring structure.
6. conveying gallery security structure according to claim 1 or 2, it is characterised in that: the level of the built-in fitting (6)
Height is set above the structure of the level height of end plate (3), and column (2) is set as being arranged vertically on ground (5)
Structure.
7. conveying gallery security structure according to claim 2, it is characterised in that: the truss wind up (8) one end and
End plate (3) connection, truss (8) other end that winds up are fixedly connected with steel truss (1), truss wind up (8) be set as horizontal cloth
The structure set, the oblique compound lever of truss (9) one end and end plate (3) connection, the oblique compound lever of truss (9) other end and steel truss (2) are solid
Fixed connection, the oblique compound lever of truss (3) are set as the structure being in tilted layout.
8. conveying gallery security structure according to claim 1 or 2, it is characterised in that: the connecting component (7) is anchor
When chain, anchor chain includes the anchor chain component of multiple annulars, and adjacent anchor chain component hooks connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810661666.XA CN109024885B (en) | 2018-06-25 | 2018-06-25 | Safety protection structure of conveying corridor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810661666.XA CN109024885B (en) | 2018-06-25 | 2018-06-25 | Safety protection structure of conveying corridor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109024885A true CN109024885A (en) | 2018-12-18 |
| CN109024885B CN109024885B (en) | 2020-05-22 |
Family
ID=64611179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810661666.XA Active CN109024885B (en) | 2018-06-25 | 2018-06-25 | Safety protection structure of conveying corridor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109024885B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114278111A (en) * | 2021-11-30 | 2022-04-05 | 武大巨成结构股份有限公司 | Steel corbel truncated column connecting structure and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04333489A (en) * | 1991-05-09 | 1992-11-20 | M Ii C Eng Service Kk | Bridge type crane for cargo handling in ship |
| CN102912981A (en) * | 2012-10-26 | 2013-02-06 | 中冶天工上海十三冶建设有限公司 | Gate type high-rise building connected structure construction device |
| CN105544398A (en) * | 2015-12-15 | 2016-05-04 | 中建交通建设集团有限公司 | Horizontal force self-balancing type splayed heavy type upper air support system and installation method thereof |
| CN205577381U (en) * | 2016-04-13 | 2016-09-14 | 中国建筑第八工程局有限公司 | Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting |
| CN107165039A (en) * | 2017-05-31 | 2017-09-15 | 广西路建工程集团有限公司 | Encorbelment mass concrete construction prestress anchoraging angle-table bracket and its construction method |
-
2018
- 2018-06-25 CN CN201810661666.XA patent/CN109024885B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04333489A (en) * | 1991-05-09 | 1992-11-20 | M Ii C Eng Service Kk | Bridge type crane for cargo handling in ship |
| CN102912981A (en) * | 2012-10-26 | 2013-02-06 | 中冶天工上海十三冶建设有限公司 | Gate type high-rise building connected structure construction device |
| CN105544398A (en) * | 2015-12-15 | 2016-05-04 | 中建交通建设集团有限公司 | Horizontal force self-balancing type splayed heavy type upper air support system and installation method thereof |
| CN205577381U (en) * | 2016-04-13 | 2016-09-14 | 中国建筑第八工程局有限公司 | Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting |
| CN107165039A (en) * | 2017-05-31 | 2017-09-15 | 广西路建工程集团有限公司 | Encorbelment mass concrete construction prestress anchoraging angle-table bracket and its construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114278111A (en) * | 2021-11-30 | 2022-04-05 | 武大巨成结构股份有限公司 | Steel corbel truncated column connecting structure and construction method |
| CN114278111B (en) * | 2021-11-30 | 2023-03-14 | 武大巨成结构股份有限公司 | Steel corbel truncated column connecting structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109024885B (en) | 2020-05-22 |
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Effective date of registration: 20190605 Address after: No. 39 Cultural Road, Jinghu District, Wuhu City, Anhui Province, 241000 Applicant after: Anhui Hailuo Group LLC Applicant after: Anhui Conch Building Materials Design and Research Institute Co., Ltd. Applicant after: anhui conch cement company limited Address before: 241000 South Jiuhua Road 1017, Yijiang District, Wuhu City, Anhui Province Applicant before: Anhui Conch Building Materials Design and Research Institute Co., Ltd. |
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