CN202831751U - Two-way dense rib type storage pocket barricade - Google Patents
Two-way dense rib type storage pocket barricade Download PDFInfo
- Publication number
- CN202831751U CN202831751U CN 201220420602 CN201220420602U CN202831751U CN 202831751 U CN202831751 U CN 202831751U CN 201220420602 CN201220420602 CN 201220420602 CN 201220420602 U CN201220420602 U CN 201220420602U CN 202831751 U CN202831751 U CN 202831751U
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- barricade
- plate
- buttress
- grid beams
- bunker
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Abstract
The utility model discloses a two-way dense rib type storage pocket barricade. The two-way dense rib type storage pocket barricade comprises a grid beam (1), a barricade plate (2), a foundation structure (3), a top beam slab system (4) and a buttress (5). The barricade plate (2) is connected on a lateral surface of the grid beam (1) and together with the grid beam (1) to form a whole. Bottoms of the grid beam (1) and the barricade plate (2) are connected on the foundation structure (3) which overhangs towards an inner side of the barricade. Tops of the grid beam (1) and the barricade plate (2) are connected on the upper beam slab system (4) which is placed horizontally. The lateral surfaces of the grid beam (1) and the barricade plate (2) are connected on the buttress (5). Due to adoption of the barricade plate, the two-way ribbed type storage pocket barricade has the advantages that the barricade plate is thinner, the height of the barricade is high due to the buttress, anti-bending performance is good, the barricade is applicable to long span, and the storage pocket barricade is economical.
Description
Technical field
The utility model relates to the bunker wall-retaining structure of a kind of industry and civil area, especially a kind of two-way ribs formula bunker barricade.
Background technology
Tradition is to be subjected to curved bunker wall-retaining structure as the master mainly to adopt single solid formula barricade plate, such as the large-diameter circular stock ground with to be subjected to stretch bending be main square rectangle storehouse, when the span of barricade plate large (greater than 10 meters), highly higher (greater than 8 meters) if the time adopt the simple bending solid slab, then need very thick wallboard, material usage is large, and is very uneconomical.
The utility model content
The purpose of this utility model is, a kind of two-way ribs formula bunker barricade is provided, and utilizes grid beams to make the barricade plate thinner, and buttress makes wall height higher, and anti-bending strength is good, is applicable to large span, makes the bunker barricade more economical.
The technical solution of the utility model: a kind of two-way ribs formula bunker barricade, comprise grid beams, barricade plate, foundation structure, roof beam plate body system and buttress, the barricade plate is connected in grid beams side and whole with its formation, grid beams and barricade plate bottom is connected on the foundation structure of encorbelmenting to the barricade inboard, grid beams and barricade plate top are connected in the roof beam plate body of horizontal positioned and fasten, and the side is connected on the buttress.Owing to be provided with grid beams, so can make the barricade plate thinner, anti-bending strength is good, makes the bunker barricade more economical; Owing to be provided with buttress, so can make wall height higher, be applicable to large span.
In the aforesaid this two-way ribs formula bunker barricade, aforementioned buttress is vertical upright column or body of wall.
In the aforesaid this two-way ribs formula bunker barricade, grid beams and barricade plate are shaped as straight line or circular arc.
In the aforesaid this two-way ribs formula bunker barricade, grid beams is that bidirectional arrangements is rectangle.Because grid beams is that bidirectional arrangements is rectangle, so can give full play to the function of height of beam in the opposing moment of flexure, reduce the span of barricade plate, thereby with the reduced thickness of plate, to save engineering quantity.
In the aforesaid this two-way ribs formula bunker barricade, grid beams is solid web girder or Honeycomb Beam or truss.
In the aforesaid this two-way ribs formula bunker barricade, roof beam plate body system adopts reinforced concrete structure or metal construction.
In the aforesaid this two-way ribs formula bunker barricade, the barricade plate adopts armored concrete slab or the metal sheet of equal thickness or non-equal thickness.
In the aforesaid this two-way ribs formula bunker barricade, buttress is vertical with the barricade plate, and the cross section is real abdomen formula square-section, i shaped cross section, framework, truss or shear wall.
In the aforesaid this two-way ribs formula bunker barricade, buttress is provided with the combination of newel post or horizontal stable support bar or newel post and horizontal stable support bar.
Because buttress is provided with newel post or horizontal stable support bar outward, institute so that barricade can raise and guarantee firmly.
In the aforesaid this two-way ribs formula bunker barricade, the foundation structure inboard is provided with the flange of encorbelmenting.Because the foundation structure inboard is provided with the flange of encorbelmenting, so the moment of flexure that can produce by the weight balancing lateral pressure of material.
Compared with prior art, the utility model is owing to be provided with grid beams, so can make the barricade plate thinner, anti-bending strength is good, makes the bunker barricade more economical; Owing to be provided with buttress, so can make wall height higher, be applicable to large span; Owing to two-way or multidirectional rectangle, triangle or the hexagon of being arranged as of the utility model grid beams, institute is so that the space is utilized more fully; Because buttress is provided with newel post or horizontal stable support bar outward, institute so that barricade can raise and guarantee firmly; Because the foundation structure inboard is provided with the flange of encorbelmenting, so the moment of flexure that can produce by the weight balancing lateral pressure of material.
Description of drawings
Fig. 1 is facade structures schematic diagram of the present utility model;
Fig. 2 is the plane structure schematic diagram of real abdomen formula square-section;
Fig. 3 is the plane structure schematic diagram of i shaped cross section;
Fig. 4 is the frame facet sectional view;
Fig. 5 is the side sectional view of truss;
Fig. 6 is the side sectional view of shear wall;
Fig. 7 is the plane structure schematic diagram of shear wall.
Being labeled as in the accompanying drawing: 1-grid beams, 2-barricade plate, 3-foundation structure, 4-roof beam plate body system, 5-buttress, the real abdomen formula of 6-square-section, 7-i shaped cross section, 8-framework, 9-truss, 10-shear wall, 11-horizontal stable support bar, the 12-flange of encorbelmenting, 13-newel post.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is done nearly one explanation that goes on foot, but not as the foundation to the utility model restriction.
Embodiment 1 of the present utility model: as shown in Figure 1, a kind of two-way ribs formula bunker barricade, comprise that grid beams 1, barricade plate 2, foundation structure 3, roof beam plate body are 4 and buttress 5, barricade plate 2 is connected in grid beams 1 side and whole with its formation, grid beams 1 and barricade plate 2 bottoms are connected on the foundation structure 3 of encorbelmenting to the barricade inboard, the roof beam plate body that grid beams 1 and barricade plate 2 tops are connected in horizontal positioned is on 4, and the side is connected on the buttress 5.
Aforementioned buttress 5 is vertical upright column or body of wall.
Grid beams 1 is shaped as straight line or circular arc with barricade plate 2; Grid beams 1 is rectangle for bidirectional arrangements; Grid beams 1 is Honeycomb Beam.
The roof beam plate body is 4 employing reinforced concrete structure or metal constructions.
As shown in Figure 2, buttress 5 is vertical with barricade plate 2, and the cross section is real abdomen formula square-section 6.
As shown in Figure 3, buttress 5 is provided with horizontal stable support bar 11.
Aforementioned buttress 5 is vertical upright column or body of wall.
Grid beams 1 is shaped as straight line or circular arc with barricade plate 2; Grid beams 1 is rectangle for bidirectional arrangements; Grid beams 1 is truss.
The roof beam plate body is 4 employing reinforced concrete structure or metal constructions.
As shown in Figure 3, buttress 5 is vertical with the barricade plate, and the cross section is i shaped cross section 7; Buttress 5 is provided with newel post 13; Buttress 5 is provided with the combination of newel post 13 and horizontal stable support bar 11.
Aforementioned buttress 5 is vertical upright column or body of wall.
Grid beams 1 is shaped as straight line or circular arc with barricade plate 2; Grid beams 1 is rectangle for bidirectional arrangements; Grid beams 1 is solid web girder.
The roof beam plate body is 4 employing reinforced concrete structure or metal constructions.
As shown in Figure 4, buttress 5 is vertical with barricade plate 2, and the cross section is framework 8.
As shown in Figure 3, buttress 5 is provided with newel post 13.
Aforementioned buttress 5 is vertical upright column or body of wall.
Grid beams 1 is shaped as straight line or circular arc with barricade plate 2; Grid beams 1 is rectangle for bidirectional arrangements; Grid beams 1 is Honeycomb Beam.
The roof beam plate body is 4 employing reinforced concrete structure or metal constructions.
As shown in Figure 5, buttress 5 is vertical with barricade plate 2, and the cross section is truss 9.
As shown in Figure 3, buttress 5 is provided with newel post 13.
Embodiment 5 of the present utility model: as shown in Figure 1, as shown in Figure 1, a kind of two-way ribs formula bunker barricade, comprise that grid beams 1, barricade plate 2, foundation structure 3, roof beam plate body are 4 and buttress 5, barricade plate 2 is connected in grid beams 1 side and whole with its formation, grid beams 1 and barricade plate 2 bottoms are connected on the foundation structure 3 of encorbelmenting to the barricade inboard, and the roof beam plate body that grid beams 1 and barricade plate 2 tops are connected in horizontal positioned is on 4, and the side is connected on the buttress 5.
Aforementioned buttress 5 is vertical upright column or body of wall.
Grid beams 1 is shaped as straight line or circular arc with barricade plate 2; Grid beams 1 is rectangle for bidirectional arrangements; Grid beams 1 is truss.
The roof beam plate body is 4 employing reinforced concrete structure or metal constructions.
As shown in Figure 6, buttress 5 is vertical with barricade plate 2, and the cross section is shear wall 10.
As shown in Figure 3, buttress 5 is provided with newel post 13.
Aforementioned buttress 5 is vertical upright column or body of wall.
Grid beams 1 is shaped as straight line or circular arc with barricade plate 2; Grid beams 1 is rectangle for bidirectional arrangements; Grid beams 1 is solid web girder.
The roof beam plate body is 4 employing reinforced concrete structure or metal constructions.
As shown in Figure 6, buttress 5 is vertical with barricade plate 2, section shear wall 10.
As shown in Figure 7, buttress 5 is provided with horizontal stable support bar 11.
Building method: adopt all steel reinforced concrete rib steel reinforced barricade.The reinforced concrete foundation seat that at first will encorbelment to barricade plate 2 inboards is on foundation structure 3, and push down the flange 12 of encorbelmenting, reserving grid beams 1, barricade plate 2 and buttress 5 on the foundation structure 3 is the reinforcing bar of vertical upright column, then successively the reinforcing bar binding of segmentation Jiang Liang, plate, post is good from below to up, newel post's 13 horizontal stable support bars, 11 concretings are finished building and maintenance of top rebars concrete beam plate at last.
Claims (10)
1. two-way ribs formula bunker barricade, comprise grid beams (1), barricade plate (2), foundation structure (3), roof beam plate body system (4) and buttress (5), it is characterized in that: barricade plate (2) is connected in grid beams (1) side and whole with its formation, grid beams (1) and barricade plate (2) bottom is connected on the foundation structure (3) of encorbelmenting to the barricade inboard, grid beams (1) and barricade plate (2) top are connected in the roof beam plate body system (4) of horizontal positioned, and the side connects buttress (5).
2. a kind of two-way ribs formula bunker barricade according to claim 1, it is characterized in that: aforementioned buttress (5) is vertical upright column or body of wall.
3. a kind of two-way ribs formula bunker barricade according to claim 1 is characterized in that: grid beams (1) is shaped as straight line or circular arc with barricade plate (2).
4. according to claim 1 or 3 described a kind of two-way ribs formula bunker barricades, it is characterized in that: grid beams (1) is rectangle for bidirectional arrangements.
5. a kind of two-way ribs formula bunker barricade according to claim 4 is characterized in that: grid beams (1) is solid web girder or Honeycomb Beam or girder truss.
6. a kind of two-way ribs formula bunker barricade according to claim 1 is characterized in that: roof beam plate body system (4) employing reinforced concrete structure or metal construction.
7. a kind of two-way ribs formula bunker barricade according to claim 1 is characterized in that: armored concrete slab or the metal sheet of barricade plate (2) employing equal thickness or non-equal thickness.
8. a kind of two-way ribs formula bunker barricade according to claim 1 or 5, it is characterized in that: buttress (5) is vertical with barricade plate (2), and the cross section is real abdomen formula square-section (6), i shaped cross section (7) or framework (8), truss (9) or shear wall (10).
9. a kind of two-way ribs formula bunker barricade according to claim 8, it is characterized in that: buttress (5) is provided with the combination of newel post (13) or horizontal stable support bar (11) or newel post (13) and horizontal stable support bar (11).
10. a kind of two-way ribs formula bunker barricade according to claim 1, it is characterized in that: foundation structure (3) inboard is provided with the flange of encorbelmenting (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220420602 CN202831751U (en) | 2012-08-23 | 2012-08-23 | Two-way dense rib type storage pocket barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220420602 CN202831751U (en) | 2012-08-23 | 2012-08-23 | Two-way dense rib type storage pocket barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202831751U true CN202831751U (en) | 2013-03-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220420602 Expired - Fee Related CN202831751U (en) | 2012-08-23 | 2012-08-23 | Two-way dense rib type storage pocket barricade |
Country Status (1)
| Country | Link |
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| CN (1) | CN202831751U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065732A (en) * | 2016-06-29 | 2016-11-02 | 刘丽华 | The stepped prefabricated assembled rectangular underground granary of steel plated in a kind of |
| CN107187454A (en) * | 2017-07-19 | 2017-09-22 | 中车眉山车辆有限公司 | A kind of high temperature is heat-fed the special body frame of steel billet transportation |
| CN110374400A (en) * | 2019-06-27 | 2019-10-25 | 华电重工股份有限公司 | Barrier wall structure |
| CN110374401A (en) * | 2019-06-27 | 2019-10-25 | 华电重工股份有限公司 | The skeleton structure of barricade mechanism and its circular stockyard |
| CN114922491A (en) * | 2022-05-13 | 2022-08-19 | 华电重工股份有限公司 | Stock yard side wall and stock yard |
-
2012
- 2012-08-23 CN CN 201220420602 patent/CN202831751U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065732A (en) * | 2016-06-29 | 2016-11-02 | 刘丽华 | The stepped prefabricated assembled rectangular underground granary of steel plated in a kind of |
| CN107187454A (en) * | 2017-07-19 | 2017-09-22 | 中车眉山车辆有限公司 | A kind of high temperature is heat-fed the special body frame of steel billet transportation |
| CN110374400A (en) * | 2019-06-27 | 2019-10-25 | 华电重工股份有限公司 | Barrier wall structure |
| CN110374401A (en) * | 2019-06-27 | 2019-10-25 | 华电重工股份有限公司 | The skeleton structure of barricade mechanism and its circular stockyard |
| CN114922491A (en) * | 2022-05-13 | 2022-08-19 | 华电重工股份有限公司 | Stock yard side wall and stock yard |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: JIANGSU EAST SAITU ENGINEERING TECHNOLOGY CO., LTD Free format text: FORMER OWNER: BEIJING SAILUO STORAGE ENGINEERING DESIGN CO., LTD. Effective date: 20140808 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 610041 CHENGDU, SICHUAN PROVINCE TO: 214437 WUXI, JIANGSU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140808 Address after: 214437 Jiangsu city of Wuxi province Jiangyin Panlong Road No. 27 Patentee after: Jiangsu Oriental sattur Engineering Technology Co Ltd Address before: 610041, St. Paul's Golf Company, 401-3-01, 198 fashion street, Century City Road, Sichuan, Chengdu Patentee before: Beijing Sailuo Storage Engineering Design Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130327 Termination date: 20160823 |