CN203594237U - Multi-layer tool type recyclable crash-preventing shed - Google Patents
Multi-layer tool type recyclable crash-preventing shed Download PDFInfo
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- CN203594237U CN203594237U CN201320682890.XU CN201320682890U CN203594237U CN 203594237 U CN203594237 U CN 203594237U CN 201320682890 U CN201320682890 U CN 201320682890U CN 203594237 U CN203594237 U CN 203594237U
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Abstract
Provided is a multi-layer tool type recyclable crash-preventing shed. The multi-layer tool type recyclable crash-preventing shed is composed of a plurality of door-shaped frameworks, and comprises stand columns, trusses, purlines, square pads and shed roof plates, wherein each door-shaped framework is formed by the two corresponding stand columns, the corresponding truss connected between the stand columns, and a connecting beam connected between the top ends of the two stand columns, every two adjacent door-shaped frameworks are connected through connecting rods, the door-shaped frameworks are connected with the purlines through upper chords, crash-preventing plates are laid, the door-shaped frameworks are connected with the square pads through lower chords, the shed roof plates are laid, and a double-layer roof plate structure is formed. The multi-layer tool type recyclable crash-preventing shed is simple in structure, the components are machined to be formed in factories, and then are transported to the construction site, connecting joints among the components are connected through bolts, the installation process is convenient, later-period disassembly and recycling are facilitated, the structure is stable and safe, the height of the multi-layer tool type recyclable crash-preventing shed can be correspondingly increased to meet the requirement for protection of multi-floor office buildings, the safety factor in projects is improved, and the project cost can be reduced through recycling; the multi-layer tool type recyclable crash-preventing shed can be widely applied to protection systems of prefabricated houses such as the multi-floor office buildings of construction projects.
Description
Technical field
The utility model relates to the anti-canopy of pounding for a kind of multistory office, particularly a kind of anti-canopy of pounding of tool-type that can have enough to meet the need use.
Background technology
Because of narrow field, site office and life are with having to be arranged in tower crane coverage in room, bring potential safety hazard to construction operation personnel and administrative staff's lives and properties, must set up the anti-facility of pounding so build facing in tower crane coverage, conventional way is to adopt steel tube fastener to set up the anti-canopy of pounding.Setting up mode primary load because of steel tube fastener formula is born by the frictional force of fastener and steel pipe, intensity is limited, the vertical horizontal spacing of support body, the step pitch of cross bar are all subject to the restriction of movable plank house door and window position, the activity wider for span is difficult to meet the demands with the protection canopy that room adopts steel pipe to set up in resistance to overturning, and steel pipe, fastener all adopt Lease way, the corrosion degree of steel pipe and fastener has had a strong impact on anti-outward appearance of pounding canopy.Along with completion of works, steel pipe, fastener are return, and the next item down commencement of works can be leased again again, in the long run, can cause repetition and waste.
Utility model content
The purpose of this utility model is to provide that a kind of multilayer instrument turnover type is anti-pounds canopy, solve anti-ly to pound that canopy intensity is limited, the technical problem of poor stability; And the high problem of workout cost.
For achieving the above object, the utility model adopts following technical scheme:
The anti-canopy of pounding of a kind of multilayer instrument turnover type, formed by many Pin door shape skeleton, comprise column, truss, purlin, pad side and ceiling plate, described two root posts, the coupling beam that is connected to the truss between two root posts and be connected between two root post tops forms a Pin door shape skeleton, wherein truss comprises upper chord, lower chord and be connected to web member between the two, between two adjacent Pin door shape skeletons, connect by connecting rod, between many Pin door shape skeleton, connect purlin and lay the anti-plate of pounding by upper chord, by lower chord connection gasket side and lay ceiling plate, form double-deck top board structure.
Described column is connected with the embedded board being embedded in concrete by bolt, and column is connected, connects by being connected supporting plate with connecting rod, is connected with the upper chord fixed link plate of truss, is connected with the fixing supporting plate of lower chord of truss by junction plate with coupling beam.
Described column is square steel, and termination is welded with end socket steel plate.
Described connecting rod has two and parallel interval to arrange to be connected between the column of two adjacent Pin door shape skeletons, and wherein one is connected to the top of column, the middle and upper part that another root is connected to column.
Between the column of a described Pin door shape skeleton, the supported underneath of truss has secondary column.
Between the column of a described Pin door shape skeleton and secondary column, be connected with shearing support and connecting rod, between the column of described two adjacent Pin door shape skeletons, be connected with shearing support.
Described column supports with being useful on secondary column with shearing the otic placode being connected.
Described connection supporting plate is to be made up of a gripper shoe that is welded on the horizontal supporting plate on column and is vertically supported on supporting plate below, described gripper shoe is right-angled triangle, middle part, another straight flange that side weld is always connected on the soffit of horizontal supporting plate are welded on column, and connecting rod and horizontal supporting plate are bolted.
Described fixing supporting plate is to be made up of at the postive stop baffle on horizontal supporting plate both sides horizontal supporting plate, gripper shoe and two block weldings of a block welding between horizontal supporting plate and column of the welding of one and column, the demifacet of described postive stop baffle is welded on column, base and the horizontal supporting plate of demifacet are welded and fixed in addition, the end water of the lower chord of described truss lifts plate and holds and be lying between two postive stop baffles, is connected with postive stop baffle by bolt.
The steel plate that described fixed link plate is welded on column both sides by two Parallel Symmetrics forms, and the end clips of the upper chord of truss is between two block plates and be bolted.
Described junction plate has the connection daughter board that is used in conjunction with each other and is connected motherboard and forms, wherein one be welded to connect with column, the termination of another piece and coupling beam is welded to connect, between described connection daughter board and connection motherboard, be bolted.
Described otic placode is one flat plate, is connected with shearing support by bolt.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model has overcome traditionally anti-pounds the shortcoming that canopy intensity is limited, stability is subject to size impact, solved reduce costs, the technical problem of guaranteed efficiency and quality.
The utility model is simple in structure, each member is to be all transported to job site after factory process moulding, connected node between member is all with bolts, installation process is convenient, be conducive to later stage dismounting simultaneously, turnover is used, design anti-height and the width of pounding canopy according to standard actions board house size, all material is selected square steel pipe, formation can be had enough to meet the need, tool-type protection system, save holistic cost, and according to different building requirements, select the square steel of different size, and connect as required the support of connecting rod and shearing, guarantee anti-resistance to overturning of pounding canopy, improve the total quality of engineering, its Stability Analysis of Structures safety, its height can corresponding raising to meet the protection of multistory office, by adopting this protection canopy, realizing conventional tool chemoprevention protects, improve the safety factor in engineering, can have enough to meet the need the cost of reusing to reduce engineering simultaneously, also can become the standard product of sizing, simplify field erected step, improve operating efficiency.
The utility model can be widely used in the protection system of the movable plank houses such as construction work multistory office.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is that the structure master of the utility model embodiment mono-looks schematic diagram.
Fig. 2 is structure schematic side view of the present utility model.
Fig. 3 is the node structure schematic diagram that column of the present utility model is connected with connecting rod.
Fig. 4 is the A-A sectional drawing of Fig. 3.
Fig. 5 is that column of the present utility model supports with shearing the node structure schematic diagram being connected.
Fig. 6 is the B-B sectional drawing of Fig. 5.
Fig. 7 is the node structure schematic diagram that column of the present utility model is connected with the lower chord of truss.
Fig. 8 is the C-C sectional drawing of Fig. 7.
Fig. 9 is the D-D sectional drawing of Fig. 7.
Figure 10 is the node structure schematic diagram that column of the present utility model is connected with the upper chord of truss.
Figure 11 is the E-E sectional drawing of Figure 10.
Figure 12 is the node structure schematic diagram that column of the present utility model is connected with coupling beam.
Figure 13 is the F-F sectional drawing of Figure 12.
Figure 14 is that the structure master of the utility model embodiment bis-looks schematic diagram.
Reference numeral: 1-column, 2-truss, 2.1-upper chord, 2.2-lower chord, 2.3-web member, the support of 3-shearing, 4-coupling beam, 5-connecting rod, 6-purlin, 7-pad side, 8-ceiling plate, 9-otic placode, 10-connect supporting plate, the fixing supporting plate of 11-, anti-plate, the secondary column of 13-, 14-junction plate, 15-fixed link plate, the 16-end socket steel plate pounded of 12-.
The specific embodiment
Embodiment is shown in Figure 1, the anti-canopy of pounding of this multilayer instrument turnover type, formed by many Pin door shape skeleton, comprise column 1, truss 2, purlin 6, pad side 7 and ceiling plate 8, described two root posts 1, the coupling beam 4 that is connected to the truss 2 between two root posts and be connected between two root post 1 tops forms a Pin door shape skeleton, wherein truss 2 comprises upper chord 2.1, lower chord 2.2 and be connected to web member 2.3 between the two, between two adjacent Pin door shape skeletons, connect by connecting rod 5, between many Pin door shape skeleton, connect purlin 6 and lay the anti-plate 12 of pounding by upper chord 2.1, by lower chord 2.2 connection gasket sides 7 and lay ceiling plate 8, form double-deck top board structure, column is 150 × 150 × 3.5 millimeters of square steel, inter-column connecting rod part is 50 × 150 millimeters of square steel, 150 × 150 × 3.5 millimeters of square steel of truss girder, truss leg adopts 50 × 150 millimeters of square steel, and this is anti-pounds canopy standard size board house is had to versatility, anti-7360 millimeters of the canopy spans of pounding, Pin is apart from being 3640 millimeters, anti-pound canopy basis push up to the discrepancy in elevation at the bottom of truss girder be 7050 millimeters, column height is 8400 millimeters.
Shown in Figure 2, described column 1 is square steel, termination is welded with end socket steel plate 16, described connecting rod 5 has two and parallel interval to arrange to be connected between the column of two adjacent Pin door shape skeletons, wherein one is connected to the top of column, the middle and upper part that another root is connected to column, is connected with shearing support 3 between described two adjacent Pin door shape skeletons.
Described column 2 is connected with the embedded board being embedded in concrete by bolt, column 2 is connected, connects by being connected supporting plate 10 with connecting rod 5, is connected with upper chord 2.1 fixed link plate 15 of truss 2, is connected, is connected by otic placode 9 with shearing support 3 with the fixing supporting plate 11 of lower chord 2.2 of truss 2 by junction plate 14 with coupling beam 4, and wherein the connector of vertical rod and connecting rod and coupling beam can be replaced mutually.
Shown in Fig. 3, Fig. 4, described connection supporting plate 10 is to be made up of a gripper shoe that is welded on the horizontal supporting plate on column and is vertically supported on supporting plate below, described gripper shoe is right-angled triangle, middle part, another straight flange that side weld is always connected on the soffit of horizontal supporting plate are welded on column, and connecting rod 5 is bolted with horizontal supporting plate.
Shown in Fig. 5, Fig. 6, described otic placode is one flat plate, is connected with shearing support 3 by bolt.
Shown in Fig. 7, Fig. 8, Fig. 9, described fixing supporting plate 11 is to be made up of at the postive stop baffle on horizontal supporting plate both sides horizontal supporting plate, gripper shoe and two block weldings of a block welding between horizontal supporting plate and column of the welding of one and column, the demifacet of described postive stop baffle is welded on column, base and the horizontal supporting plate of demifacet are welded and fixed in addition, the end water of the lower chord 2.2 of described truss 2 lifts plate and holds and be lying between two postive stop baffles, is connected with postive stop baffle by bolt.
Shown in Figure 10, Figure 11, the steel plate that described fixed link plate 15 is welded on column both sides by two Parallel Symmetrics forms, and the end clips of the upper chord 2.1 of truss 2 is between two block plates and be bolted.
Shown in Figure 12, Figure 13, described junction plate has the connection daughter board that is used in conjunction with each other and is connected motherboard and forms, wherein one be welded to connect with column 1, the termination of another piece and coupling beam is welded to connect, described connection daughter board and connecting between motherboard is bolted.
Shown in Figure 14, for embodiment bis-of the present utility model, different from embodiment mono-, between the column of a described Pin door shape skeleton, the supported underneath of truss has secondary column 13, is connected with shearing support 3 and connecting rod 5 between column and secondary column.
Claims (10)
1. the anti-canopy of pounding of multilayer instrument turnover type, formed by many Pin door shape skeleton, comprise column (1), truss (2), purlin (6), pad side (7) and ceiling plate (8), it is characterized in that: two described columns (1), the coupling beam (4) that is connected to the truss (2) between two root posts and be connected between two root posts (1) top forms a Pin door shape skeleton, wherein truss (2) comprises upper chord (2.1), lower chord (2.2) and be connected to web member (2.3) between the two, between two adjacent Pin door shape skeletons, connect by connecting rod (5), between many Pin door shape skeleton, connect purlin (6) and lay the anti-plate (12) of pounding by upper chord (2.1), by lower chord (2.2) connection gasket side (7) and lay ceiling plate (8), form double-deck top board structure,
Described column (2) is connected with the embedded board being embedded in concrete by bolt, and column (2) is connected, connects by being connected supporting plate (10) with connecting rod (5), is connected with upper chord (2.1) fixed link plate (15) of truss (2), is connected with the fixing supporting plate (11) of lower chord (2.2) of truss (2) by junction plate (14) with coupling beam (4).
2. multilayer instrument turnover type according to claim 1 is anti-pounds canopy, it is characterized in that: described column (1) is square steel, and termination is welded with end socket steel plate (16).
3. the anti-canopy of pounding of multilayer instrument turnover type according to claim 2, it is characterized in that: described connecting rod (5) has two and parallel interval to arrange to be connected between the column of two adjacent Pin door shape skeletons, and wherein one is connected to the top of column, the middle and upper part that another root is connected to column.
4. multilayer instrument turnover type according to claim 3 is anti-pounds canopy, it is characterized in that: between the column of a described Pin door shape skeleton, the supported underneath of truss has secondary column (13).
5. the anti-canopy of pounding of multilayer instrument turnover type according to claim 4, it is characterized in that: between the column of a described Pin door shape skeleton and secondary column, be connected with shearing support (3) and connecting rod (5), between the column of described two adjacent Pin door shape skeletons, be connected with shearing support (3).
6. multilayer instrument turnover type according to claim 5 is anti-pounds canopy, it is characterized in that: described column (1) supports with being useful on secondary column (13) with shearing the otic placode (9) that (3) are connected.
7. according to the anti-canopy of pounding of the multilayer instrument turnover type one of claim 1 to 6 Suo Shu, it is characterized in that: described connection supporting plate (10) is to be made up of a gripper shoe that is welded on the horizontal supporting plate on column and is vertically supported on supporting plate below, described gripper shoe is right-angled triangle, middle part, another straight flange that side weld is always connected on the soffit of horizontal supporting plate are welded on column, and connecting rod (5) is bolted with horizontal supporting plate.
8. the anti-canopy of pounding of multilayer instrument turnover type according to claim 7, it is characterized in that: described fixing supporting plate (11) is to be made up of at the postive stop baffle on horizontal supporting plate both sides horizontal supporting plate, gripper shoe and two block weldings of a block welding between horizontal supporting plate and column of the welding of one and column, the demifacet of described postive stop baffle is welded on column, base and the horizontal supporting plate of demifacet are welded and fixed in addition, the end water of the lower chord (2.2) of described truss (2) lifts plate and holds and be lying between two postive stop baffles, is connected with postive stop baffle by bolt.
9. the anti-canopy of pounding of multilayer instrument turnover type according to claim 8, it is characterized in that: the steel plate that described fixed link plate (15) is welded on column both sides by two Parallel Symmetrics forms, the end clips of the upper chord (2.1) of truss (2) is between two block plates and be bolted.
10. the anti-canopy of pounding of multilayer instrument turnover type according to claim 9, it is characterized in that: described junction plate (14) has the connection daughter board that is used in conjunction with each other and is connected motherboard and forms, wherein one be welded to connect with column (1), the termination of another piece and coupling beam (4) is welded to connect, described connection daughter board and connecting between motherboard is bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320682890.XU CN203594237U (en) | 2013-11-01 | 2013-11-01 | Multi-layer tool type recyclable crash-preventing shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320682890.XU CN203594237U (en) | 2013-11-01 | 2013-11-01 | Multi-layer tool type recyclable crash-preventing shed |
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| Publication Number | Publication Date |
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| CN203594237U true CN203594237U (en) | 2014-05-14 |
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| CN201320682890.XU Expired - Fee Related CN203594237U (en) | 2013-11-01 | 2013-11-01 | Multi-layer tool type recyclable crash-preventing shed |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612412A (en) * | 2014-12-22 | 2015-05-13 | 山西省第五建筑工程公司 | Construction method of steel structure exit passageway |
| CN107013053A (en) * | 2017-05-02 | 2017-08-04 | 丛苏莉 | A kind of mixer protection canopy |
| CN107327068A (en) * | 2017-08-09 | 2017-11-07 | 广东省建筑工程集团有限公司 | Steel construction truss string structure system roof system ceiling structure and its construction method |
| CN108412230A (en) * | 2018-01-17 | 2018-08-17 | 沈阳建筑大学 | Assembled is bolted carpenter's machining shed and its assemble method entirely |
| CN108412231A (en) * | 2018-01-17 | 2018-08-17 | 沈阳建筑大学 | Assembled is bolted reinforcing steel processing shed and its assemble method entirely |
-
2013
- 2013-11-01 CN CN201320682890.XU patent/CN203594237U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612412A (en) * | 2014-12-22 | 2015-05-13 | 山西省第五建筑工程公司 | Construction method of steel structure exit passageway |
| CN107013053A (en) * | 2017-05-02 | 2017-08-04 | 丛苏莉 | A kind of mixer protection canopy |
| CN107013053B (en) * | 2017-05-02 | 2018-07-03 | 烟台大学文经学院 | A kind of blender protection canopy |
| CN108425516A (en) * | 2017-05-02 | 2018-08-21 | 烟台大学文经学院 | A kind of construction site is with safe guarding shed |
| WO2018201507A1 (en) * | 2017-05-02 | 2018-11-08 | 侯继亭 | Protective shelter for stirring machine |
| CN108425516B (en) * | 2017-05-02 | 2020-08-07 | 烟台大学文经学院 | Safety protection shed for construction site |
| CN107327068A (en) * | 2017-08-09 | 2017-11-07 | 广东省建筑工程集团有限公司 | Steel construction truss string structure system roof system ceiling structure and its construction method |
| CN107327068B (en) * | 2017-08-09 | 2022-11-11 | 广东省建筑工程集团有限公司 | Steel structure truss string system roof ceiling structure and construction method thereof |
| CN108412230A (en) * | 2018-01-17 | 2018-08-17 | 沈阳建筑大学 | Assembled is bolted carpenter's machining shed and its assemble method entirely |
| CN108412231A (en) * | 2018-01-17 | 2018-08-17 | 沈阳建筑大学 | Assembled is bolted reinforcing steel processing shed and its assemble method entirely |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20140514 Termination date: 20191101 |