CN207295609U - The support column of mobile anti-flood wall with stoplog system - Google Patents
The support column of mobile anti-flood wall with stoplog system Download PDFInfo
- Publication number
- CN207295609U CN207295609U CN201621447402.7U CN201621447402U CN207295609U CN 207295609 U CN207295609 U CN 207295609U CN 201621447402 U CN201621447402 U CN 201621447402U CN 207295609 U CN207295609 U CN 207295609U
- Authority
- CN
- China
- Prior art keywords
- supporting
- core
- wall
- reinforcer
- stoplog
- 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.)
- Expired - Fee Related
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Abstract
It the utility model is related to a kind of support column of the mobile anti-flood wall with stoplog system.Especially, the supporting item for moving end-wall construction is the utility model is related to, including：One supporting-core, it has at least one reception groove for being used to receive stoplog, the whole length for receiving groove and substantially extending the supporting-core；One has the plate-shaped bottom part flange of screw installing hole, it is arranged at the supporting-core foot and is used to the supporting item being fixedly arranged on an anchor；One supporting-core reinforcer, it is fixedly arranged on the base flange and the supporting-core, and is at least arranged at the water blocking side of the supporting-core；The plate-shaped bottom part flange is broadened and/or has a narrow range at least one side.
Description
Technical field
It the utility model is related to a kind of support column of the mobile anti-flood wall with stoplog system.
Background technology
Anti-flood wall is one kind of wall, it is made of plurality of separate elements, and is used for scenic spot, small towns and/or city
Flood control, the practice of this flood control wall, anchors vertical support column on ground or concrete pedestal, and these support columns it
Between install metal stoplog.Flood surprise attack under, to make between stoplog and support column or two stoplogs arranged side by side between do not have water
Therefrom penetrate through, then must provide seal on each contact point of crossbeam.
Stoplog construction is made of support column, it is undertaken in its both sides with central branches dagger, stoplog；And with end
Column, it enters in pedestal newel post as a kind of supporting rail；One intermediate studdle, has stoplog, it is for example by one in its both sides
Support core forms and extends to whole bearing height, and is usually double T profiles.The lower support scope of the supporting-core is provided with welding
Ribs, one welds the connection for supporting base flange plate as supporting-core and ribs, binding member, the support base flange plate
Comprising the hole patterns one for being spirally connected, in the visible identical hole patterns of corresponding bottom plate.The set-up mode of ribs is because of structure
It is required that and generate naturally, but can also correspondingly be staggered.The supporting-core constantly continuously runs on whole height, the support bottom
Contact surface between the bottom surface of portion's flange plate and bottom plate is accurately ground into the vertical surface of the support column longitudinal axis.In order to ensure convex
The leakproofness of edge contact surface, the bottom surface of the support base flange plate sets a support lower seals, between pillar and bottom plate
Connection is then carried out by the screw with appropriate size and quantity.
Utility model content
The purpose of this utility model is to provide a kind of supporting item of moving end-wall construction, it still is able to have under the conditions of low weight
There is more preferable stability.
The supporting item of wall construction, including a supporting-core are moved according to the utility model, it is used to receive folded with least one
The reception groove of beam, the reception groove substantially extend the length of whole supporting-core；One has the tabular bottom of screw installing hole
Portion's flange, it is arranged at the foot of supporting-core, and for the supporting item to be fixed on anchor；One supporting-core reinforcer,
It is fixedly arranged in base flange and supporting-core, and is at least arranged at the water blocking side of supporting-core, and wherein the plate-shaped bottom part flange is extremely
Be broadened on few side or there is a narrow range, this widen behavior represent the base flange at least one on it is more roomy,
Preferably, this is widened or the narrow range is implemented at least side, is especially performed on both sides, i.e. water blocking side and dried side.
By larger contact area, this is widened behavior and provides more preferable stability on pedestal, and the narrow range can then replace
This, which is widened, is used, but can also both be used together；The narrow range allows the outer contour of the base flange to align should
Power track, thereby allows the base flange that narrow pattern can be designed to without influencing its intensity.
0.125 to 0.5 times of the height of the supporting-core reinforcer, preferably supporting-core height；Further, the supporting-core
0.83 to 1.25 times of the width of reinforcer, preferably supporting-core width；The wall thickness of the supporting-core reinforcer outer wall can be branch
0.5 to 1.5 times of support core outer wall wall thickness；The outer wall wall thickness of the supporting-core and/or the supporting-core reinforcer can be the supporting-core
And/or 0.1 to 0.2 times of the supporting-core reinforcer outer wall respective width；The supporting-core width be preferably stoplog width 1.5 to
2.5 times, it is substantially equal to the recess width.Those proportionate relationships are the important document of group structure ideal anti-flood wall, and at the same time during fabrication
Material can be saved whereby, and in-site installation is beneficial to due to lightweight weight.
The supporting item preferably has a carrying handle, it is formed at water blocking side, the outer wall upper end of supporting-core reinforcer, whereby,
Supporting item installer can have more action freedoms when supporting item is installed and is carried.
The supporting-core reinforcer of the supporting item, it is preferably T-shaped, particularly it is fixedly arranged on bar body on supporting-core, whereby
More preferable intensity can be formed in water blocking side.
The narrow range is preferably the fringe region in the hole for being arranged at the base flange；Those narrow ranges are preferably positioned
In the hole edge, because at this, power is imported into bottom plate by installing screw, which is particularly all formed as in its both sides
Continuous radius.
Brief description of the drawings
Fig. 1 shows the isometric view according to the utility model supporting item；
Fig. 2 shows the top view according to the utility model supporting item and base flange first embodiment；
Fig. 3 shows the second embodiment of base flange；
Fig. 4 shows the front view according to the utility model supporting item；
Fig. 5 shows the side view according to the utility model supporting item；
Fig. 6 shows the base flange of 3rd embodiment；And
Fig. 7 shows the base flange of 3rd embodiment.
Embodiment
Fig. 1 shows the isometric view according to the utility model supporting item 10, which uses as support column, its
Stoplog is supported jointly with another support column when flood is attacked suddenly, and the foot of supporting item is anchored to ground, the main body or branch of supporting item
Support core 12 carries one end of stoplog, for this reason, the supporting-core has a groove or a receiving division, it can receive storing stoplog.For
Sealing stoplog, has one or more longitudinal flutings in supporting-core, seal is mounted into the longitudinal fluting, by the sealing
Part can prevent the water penetration that stoplog is stopped from passing through anti-flood wall.
The supporting-core 12 has a substantially double T-shaped cross sections, and two outer walls, it is formed between stoplog receiving division, both
Cavity as shown in Figure 2 can be provided, can also only form the wall body without cavity as shown in Figure 3, this be equally applicable to supporting-core bar 21,
31, it connects two outer walls and forms the basis of stoplog receiving division.
It is dry in supporting-core 12 in 12 lower area of supporting-core provides one or more supporting-core reinforcer 15,16, Fig. 2
Dry side sets two respective independent ribs 15, and sets a ribs 16 for carrying flange, the ribs 16 in water blocking side
To be T-shaped, wherein, the rib perpendicular to the supporting-core 12 outer wall 24, and will be arranged essentially parallel to support outer core 24 it is convex
Edge (outer wall of supporting-core reinforcer) is connected with supporting-core.Two respective independent ribs 15 and the ribs with flange
16 all interconnect with supporting-core 12, preferably weld.In Fig. 3 and Fig. 6, which is formed as simple rib
Bar；On the contrary, T-shaped supporting-core reinforcer can also be set in the both sides of supporting-core 12.In the figure 7, which only exists
Side (being preferably in water blocking side) has a ribs.
The outside of 12 outer wall 24 of supporting-core can set one handle；It is preferably disposed on and adds in the drying side handle 18 of supporting-core
The strong top of rib 15, and then it is preferably disposed on the outer wall of ribs 16 in water blocking side handle 19.
The base flange of the supporting item is formed at the bottom surface of supporting-core 12, and with the supporting-core 12, those are each independent
Ribs 15,16 welds.There are a hole patterns, the hole patterns of itself and cover board match each other, in the cover board in base flange
The upper supporting item 10 is threaded to pedestal.In addition, as can be seen that the base flange has one to add from the top view of base flange
Width at A, that is, the base flange region B ratios in other regions it is more narrow；In the present embodiment, positioned at base flange
The region B of internal deeper inside is narrower than exterior region A, which can have two sseparated individual components 26,27, such as
Shown in Fig. 3, which can also be interconnected by a body 28, and the bottom being one of the forming shown in Fig. 1 is convex
Edge.
In another embodiment, a narrow range C is provided with the base flange, narrow range C is arranged at bottom
Flange both sides, and the fringe region in hole 29 is preferably formed in, and there is a specific uniform radius.In addition, the narrow range into
One step is preferably to be arranged at water blocking side and dried side at the same time.
Preferably, all components of the supporting item 10 are all made of aluminum, and the intensity of aluminium is enough to absorb and the effect of dissipation flood
In the power of anti-flood wall, and aluminium is also so light that easily manually can be carried and be set up at the same time.
Each sizes such as the width, height and thickness of the supporting-core 12, supporting-core reinforcer 16 and base flange 26,27,28,
All there is special ratios relation each other.Such as 0.125 to 0.5 that the height of the supporting-core reinforcer 16 is 12 height of supporting-core
Times, it is preferably 0.25 to 0.4 times, more preferably 0.25 to 0.4 times.Further, the width of the support core reinforcer 16 is support
0.83 to 1.25 times of 12 width of core, or only 0.9 to 1.1 times.The wall thickness of 16 outer wall of supporting-core reinforcer can be branch
0.5 to 1.5 times of 12 outer wall wall thickness of support core, particularly 0.9 to 1.1 times.The supporting-core 12 and/or supporting-core reinforcer 16 it is outer
Wall wall thickness can be the supporting-core 12 and/or 0.1 to 0.2 times of the 16 outer wall respective width of supporting-core reinforcer；The supporting-core
12 width, that is, left side stoplog groove outer rim is to the size (survey in Fig. 2 or Fig. 3 from left to right of right side stoplog groove outer rim
Take measurements), it is preferably 1.5 to 2.5 times of stoplog width, which is substantially equal to the corresponding width of the groove for receiving stoplog
Degree.
Symbol description
10 supporting items
12 supporting-cores
15th, 16 supporting-core reinforcer
18th, 19 handle
21 supporting-core bars
24 support outer cores
26th, 27 base flange
28 base flange bars
29 holes
31 supporting-core bars
A widens place
B, C narrow ranges
Claims (10)
1. for the supporting item of moving end-wall construction, including：
One supporting-core, it has at least one reception groove for being used to receive stoplog, and the reception groove extends the supporting-core
Whole length；
One has the plate-shaped bottom part flange of screw installing hole, and it is arranged at the supporting-core foot and is used to consolidate the supporting item
On an anchor；
One supporting-core reinforcer, it is fixedly arranged on the base flange and the supporting-core, and is at least arranged at the supporting-core
Water blocking side；
It is characterized in that：
The plate-shaped bottom part flange is broadened and/or has a narrow range at least one side.
2. supporting item according to claim 1, it is characterized in that the height of the supporting-core reinforcer is supporting-core height
0.125 to 0.5 times.
3. supporting item according to claim 1, it is characterized in that the width of the supporting-core reinforcer is supporting-core width
0.83 to 1.25 times.
4. supporting item according to claim 1, it is characterized in that the wall thickness of the supporting-core reinforcer outer wall is outside supporting-core
0.5 to 1.5 times of wall wall thickness.
5. supporting item according to claim 1, it is characterized in that the outer wall wall thickness of the supporting-core and/or supporting-core reinforcer
For 0.1 to 0.2 times of the supporting-core and/or the supporting-core reinforcer outer wall width.
6. supporting item according to claim 1, it is characterized in that the width of the supporting-core is the 1.5 to 2.5 of stoplog width
Times.
7. supporting item according to claim 1, it is characterized in that, a carrying handle is formed at the upper end of supporting-core reinforcer.
8. supporting item according to claim 1, it is characterized in that the supporting-core reinforcer is formed as T-shaped.
9. supporting item according to claim 1, it is characterized in that the narrow range is arranged on the height in the hole of base flange
On.
10. supporting item according to claim 9, it is characterized in that the narrow range is formed as continuous radius in its both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621447402.7U CN207295609U (en) | 2016-12-27 | 2016-12-27 | The support column of mobile anti-flood wall with stoplog system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621447402.7U CN207295609U (en) | 2016-12-27 | 2016-12-27 | The support column of mobile anti-flood wall with stoplog system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295609U true CN207295609U (en) | 2018-05-01 |
Family
ID=62270406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621447402.7U Expired - Fee Related CN207295609U (en) | 2016-12-27 | 2016-12-27 | The support column of mobile anti-flood wall with stoplog system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295609U (en) |
-
2016
- 2016-12-27 CN CN201621447402.7U patent/CN207295609U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180501 Termination date: 20201227 |