CN207277365U - A kind of dismountable retaining wall - Google Patents
A kind of dismountable retaining wall Download PDFInfo
- Publication number
- CN207277365U CN207277365U CN201721189366.3U CN201721189366U CN207277365U CN 207277365 U CN207277365 U CN 207277365U CN 201721189366 U CN201721189366 U CN 201721189366U CN 207277365 U CN207277365 U CN 207277365U
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- steel
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- retaining wall
- structure base
- steel structure
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Abstract
It the utility model is related to a kind of retaining wall, more particularly to a kind of dismountable retaining wall, including steel structure base and wall, wall is stood on steel structure base, it is close to wall both sides level and is equipped with some girder steels, steel structure base is equipped with slide, and slide is equipped with moveable slide plate, and steel beam bottom is fixedly connected with slide plate.The purpose of this utility model is to provide a kind of dismountable retaining wall, and having the characteristics that can fast construction.Steel structure base need to be only laid when building retaining wall, then wall profile frame is encircled into by both sides girder steel, last only to load sandbag into frame, construction is convenient and efficient, time saving and energy saving；Steel structure base, crisscross girder steel are pre-production, can be entirely through vehicle transport, the connecting portion of welded steel structure base and girder steel is only needed when building retaining wall, both can be separated after welding position is cut when dismantling retaining wall, it is easy to disassemble, high recycling rate, reduces construction cost.
Description
Technical field
A kind of retaining wall is the utility model is related to, more particularly to a kind of dismountable retaining wall.
Background technology
Retaining wall is a kind of rising structure for being used to support the slopes such as massif, dykes and dams.In general, by retaining wall and native stone
The fiber reinforced thing with high tensions and frictional force is filled up between the slope of heap（Geo-grid sheet）To prevent collapse of inclined plane.Once
Introduce various retaining wall structures and its method of construction, such as retaining wall is constructed by the use of sandbag as interlocking segment, sandbag in retaining wall
Position only kept by its gravity, it is therefore desirable to fixed sandbag is to improve the anti-pressure ability of retaining wall.
To solve the above-mentioned problems, notification number is that the patent of invention of CN101292070A discloses a kind of supporting item, has
The retaining wall structure and its building method of the supporting item, anchor adjacent sandbag using the supporting item for being inserted into sandbag, add so as to reach
Gu the effect of retaining wall, this retaining wall has good structural strength, but have the shortcomings that with traditional retaining wall it is same,
I.e. building course takes long, is not suitable for emergency and speedily carries out rescue work.
Utility model content
The purpose of this utility model is to provide a kind of dismountable retaining wall, and having the characteristics that can fast construction.
The above-mentioned purpose of the utility model technical scheme is that：A kind of dismountable retaining wall,
Including steel structure base and wall, wall is stood on steel structure base, is close to wall both sides level and is equipped with some girder steels, steel knot
Structure base is equipped with slide, and slide is equipped with moveable slide plate, and steel beam bottom is fixedly connected with slide plate.
By using above-mentioned technical proposal, steel structure base first is laid in front of block face in native clitter when building, then
In uprightly fixing side girder steel on steel structure base, opposite side girder steel is then uprightly fixed on slide plate, by slide and
Both sides girder steel, is encircled into the profile frame of wall by the cooperation of slide plate, then to the built-in sandbag of frame；
Steel structure base, crisscross girder steel are pre-production, can be entirely through vehicle transport, when building retaining wall
The connecting portion of welded steel structure base and girder steel is only needed, both can be divided after welding position is cut when dismantling retaining wall
From by vehicle shipped off-site after separation, to reuse；
Since the structure of the type retaining wall has the characteristics that modularization, and the structure for surrounding walls shape is simple and ingenious, only
Need simple several steps to complete building for whole retaining wall, without anchoring sandbag, sandbag, welding need to be only filled up in wall frame
Connecting portion, therefore the building course of the type retaining wall is time saving and energy saving.
Preferably, slide includes the first I-steel, and some rollers, the first I-shaped are equipped with the first I-steel both-side opening
Steel both sides are equipped with the first C-type steel, and roller is rotatably fixed in the first C-type steel, fixed at the top of slide plate and the first C-type steel to connect
Connect.
By using above-mentioned technical proposal, when promoting wall, wall is slided relative to slide simultaneously with slide plate, and roller reduces
Suffered resistance during skateboarding.
Preferably, the convex block of cylinder is fixed with the first C-type steel, roller is equipped with recessed with convex block form fit
Groove, roller are placed on convex block, and roller edge is additionally provided with a circle flange.
By using above-mentioned technical proposal, after convex block is fixed, the roller being sleeved on convex block can be rotated relative to convex block, work as cunning
When plate is translated relative to slide, flange is close to the first I-steel edge, plays position-limiting action.
Preferably, bearing is fixed with the first I-steel, bearing is equipped with the stock for being used for propping up wall, stock and branch
Seat is connected through a screw thread, and stock is parallel with the first I-steel.
By using above-mentioned technical proposal, by rotating stock, the length that stock stretches out bearing, meeting when wall translates are adjusted
Propped up by stock, the anti-pressure ability of wall is improved to the support of wall by stock.
Preferably, wall includes the first wall, the second wall orthogonal and be connected as a single entity, and the first wall is pushed away with native stone
It is parallel by block face, be uprightly equipped with column on steel structure base, the second pin joint seat be fixed with column, is fixed with girder steel
Connecting plate, connecting plate are hinged with the second pin joint seat.
By using above-mentioned technical proposal, the second wall is hinged with column by the second pin joint seat, therefore is building gear
The angle of the second wall can be suitably rotated during cob wall according to actual conditions, to obtain more preferable earth-retaining effect.
Preferably, inclined bracing piece is equipped between column and steel structure base.
By using above-mentioned technical proposal, column and the anti-pressure ability of the second wall entirety can be improved by bracing piece.
Preferably, more pillars are fixed with steel structure base, wall is set up on pillar.
By pillar that wall frame is high by using above-mentioned technical proposal, permissible flowing water, rubble etc. lead to from wall bottom
Cross, reduce wall pressure.
Preferably, the second I-steel is equipped between pillar and wall bottom, the second I-steel both sides are fixed with the second c-type
Steel.
By using above-mentioned technical proposal, the gravity of the second I-steel, wall and girder steel is set up between column and wall
It is uniformly distributed on the second I-steel, reduces the local pressure of wall bottom, and is fixed on the 2nd C of the second I-steel both sides
Shaped steel can improve the structural strength of the second I-steel.
In conclusion the utility model has the advantages that：
1. need to only lay steel structure base when building retaining wall, then wall profile frame is encircled into by both sides girder steel,
Last only to load sandbag into frame, construction is convenient and efficient, time saving and energy saving；
2. steel structure base, crisscross girder steel are pre-production, retaining wall can be built entirely through vehicle transport
When only need the connecting portion of welded steel structure base and girder steel, both can be divided after welding position is cut when dismantling retaining wall
From easy to disassemble, high recycling rate, reduces construction cost.
Brief description of the drawings
Fig. 1 is the overall structure diagram of dismountable retaining wall；
Fig. 2 is the location diagram of dismountable retaining wall and native clitter, wherein dismountable retaining wall is overlooked；
Fig. 3 is A portions enlarged drawing in Fig. 1；
Fig. 4 is the structure diagram of slide；
Fig. 5 is the connection diagram of roller and the first C-type steel；
Fig. 6 is B portions enlarged drawing in Fig. 1；
Fig. 7 is the connection diagram of the second I-steel and the second C-type steel；
Fig. 8 is the side view of dismountable retaining wall；
Fig. 9 is the structure diagram of I-steel.
Reference numeral：1st, steel structure base；11st, square frame；12nd, lever；2nd, wall；21st, the first wall；22nd, second
Wall；23rd, transition chamfering；3rd, girder steel；31st, horizontal girder steel；32nd, girder steel is erected；33rd, oblique girder steel；34th, tie-beam；35th, railing；36th,
One pin joint seat；361st, connecting plate；362nd, sleeve；37th, snap-gauge；371st, bayonet；38th, turntable；381st, handle；39th, the second pin joint seat；
30th, column；4th, slide；41st, slide plate；42nd, the first I-steel；43rd, roller；431st, flange；44th, the first C-type steel；45th, convex block；5、
Bearing；6th, stock；7th, bracing piece；8th, pillar；9th, the second I-steel；10th, the second C-type steel；100th, native clitter；200th, leg plate.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
A kind of dismountable retaining wall, as shown in Figure 1 and Figure 2, the type retaining wall include the steel construction being welded by shaped steel
Base 1, is uprightly equipped with wall 2 on steel structure base 1,2 both sides of wall are close to be equipped with more girder steels 3, also incline on steel structure base 1
Tiltedly it is welded and fixed more oblique girder steels 33.When building the type retaining wall, steel structure base 1 is positioned over being kept off for native clitter 100
In front, then start to build wall 2, wall 2 can be piled with sandbag, or be formed with concreting.Wall 2 includes being connected as a single entity
The first wall 21 and the second wall 22, both are orthogonal formed it is T-shaped, wherein the quilt of the first wall 21 and native clitter 100
Block face is parallel.
First wall 21 is welded and fixed oblique girder steel 33 in the one side of native clitter 100, and oblique 33 one end of girder steel is welded and fixed
In on steel structure base 1, the other end is fixedly welded on perpendicular girder steel 32.
The junction of first wall 21 and the second wall 22, the i.e. root of the first wall 21 have transition chamfering 23, wall 2
Two sides also are provided with the tie-beam 34 being attached in transition chamfering 23, and tie-beam 34 is fixedly welded on the first wall 21, the second wall
Between two horizontal girder steels on body 22.
The shape of cross section of first wall 21 is isosceles trapezoid, and the first wall 21 is more remote from the second wall 22, then thickness is got over
It is small.2 both sides of wall are close to be equipped with more girder steels 3, and girder steel 3 includes horizontal girder steel 31, perpendicular girder steel 32 and tie-beam 34, more horizontal girder steels
31 levels, be equidistantly close on wall 2, and perpendicular girder steel 32 is vertical and is equidistantly fixedly welded on horizontal girder steel 31.Horizontal girder steel 31
For C-type steel, for the opening of horizontal girder steel 31 towards 2 surface of wall, perpendicular girder steel 32 is I-steel, and leg plate 200 and the C-type steel of I-steel are welded
Connect fixation.31 height of horizontal girder steel on first wall 21 is highly corresponded with the horizontal girder steel 31 on the second wall 22, positioned at same
Two horizontal girder steels 31 at highly place are welded and fixed by tie-beam 34.The junction of first wall 21 and the second wall 22 had
Chamfering 23 is crossed, tie-beam 34 is close in transition chamfering 23, and transition chamfering 23 is located at the root of the first wall 21, transition chamfering 23
Thickness be more than the first wall 21 thickness.
Steel structure base 1 is made of square frame 11 and Duo Gen steel poles 12, and more steel poles 12 are parallel to each other and equidistantly weld
Connect and be fixed in square frame 11.The quantity of perpendicular girder steel 32, oblique girder steel 33 on first wall 21 and steel pole 12, position are one by one
It is corresponding.
A root post 30 and a bracing piece 7 are also welded with reference to Fig. 1 and Fig. 2, in a line of square frame 11,
Bracing piece 7 is oblique, and its one end is fixedly welded on square frame 11, and the other end is fixedly welded on column 30.Bracing piece 7
It is vertical with the first wall 21 with the plane that column 30 surrounds.
As shown in figure 3, being also equipped with slide 4 on steel structure base 1, slide 4 and oblique girder steel 33 are respectively positioned on the first wall 21
Away from the side of native clitter 100.Slide 4 includes the slide plate 41 that can be moved along 12 length direction of steel pole, has on every steel pole 12
One slide-plate 41, perpendicular 32 bottom of girder steel are welded and fixed with slide plate 41.Slide 4 further includes the first I-steel 42, and arranged on first
The first C-type steel 44 at 42 both-side opening of I-steel, the first C-type steel 44 is parallel with the first I-steel 42, the top of the first C-type steel 44
It is welded and fixed with slide plate 41.The top of first I-steel 42 is welded and fixed bearing 5, and a root long is inserted into after threaded hole is opened up on bearing 5
Bar 6, external screw thread is machined with stock 6, is rotated stock 6 or is twisted a nut 6 both ends of stock are each, stock 6 can be made close or remote
From the first wall 21, stock 6 is parallel with steel pole 12, can extend stock 6 to propping up the first wall 21.
As shown in Figure 4, Figure 5, row's roller 43 rotatably is equipped with every first C-type steel 44, roller 43 stretches into first
In the opening of 42 side of I-steel, 43 outer edge of roller is also butted on the first I-steel integrally formed with flange 431, flange 431
42 200 edge of leg plate.There are the multiple cylindrical convex blocks 45 of a row, roller 43 is placed on convex block 45 in first C-type steel 44.Rolling
The groove with 45 form fit of convex block is offered on wheel 43, convex block 45 is located in groove.
As shown in fig. 6, railing 35 has been sealed in the one end of the outer end of the first wall 21, the second wall 22 away from native clitter 100,
2 both sides of wall, which are located to be respectively welded on two horizontal girder steels 31 at same height, is fixed with the first pin joint seat 36 and snap-gauge 37, snap-gauge
The bayonet 371 of V-shaped is offered on 37,35 one end of railing is articulated with the first pin joint seat 36, and the other end is located at V-shaped bayonet
371 sharp bottom.External screw thread is machined with railing 35, has been connected through a screw thread and has turned on one end that railing 35 is stuck in bayonet 371
Disk 38, is welded with more handles 381 on turntable 38, and card can be tightly fixed to by railing 35 by rotating turntable 38 with handle 381
In mouth 371.
Wall 2 is aerial design, is uprightly welded in the underface of the first wall 21, the second wall 22 on steel structure base 1
Connect and be fixed with more pillars 8, the second I-steel 9 is welded with pillar 8, two second I-steel 9 are parallel to each other, the first wall
21 or second wall 22 of body, at the top of two second I-steel 9, and is welded and fixed with regard to frame.
As shown in fig. 7, as reinforcing, the second C-type steel 10, the 2nd C are welded and fixed in the lateral opening of the second I-steel 9
It is close to weld with two leg plates 200 of the second I-steel 9 respectively in the opening two edges of shaped steel 10.
As shown in figure 8, the end of the second wall 22 is articulated with column 30.Column 30 is welded with multiple from top to bottom
Second pin joint seat 39, the end of the second wall 22 are welded with multiple connecting plates 361, are integrally formed on connecting plate 361 from top to bottom
There is sleeve 362, sleeve 362 is stretched into the second pin joint seat 39, in second pin joint seat of root long bolt-through, 39 insertion sleeve 362.
Application method：
Steel structure base 1 first is laid in front of block face in native clitter 100 when building, it is straight on steel structure base 1
The vertical girder steel 3 for fixing the outside of the first wall 21, then uprightly fixes the girder steel 3 of the inner side of the first wall 21 on slide plate 41,
By the cooperation of slide 4 and slide plate 41, both sides girder steel 3 is encircled into the profile frame of the first wall 21, it is then built-in to frame
Full sandbag；
Pre-fabricated 22 frame upright of the second wall is fixedly welded on steel structure base 1, it is then built-in to frame
Full sandbag, can suitably rotate the second wall 2 if necessary, and the second wall 2 of adjustment is to parallel by block face with native clitter 100；Finally
Oblique girder steel 33 is welded and fixed between wall 2 and steel structure base 1, the first wall 21 is faced on 100 one side of native clitter
Girder steel 3 is welded and fixed with steel structure base 1.
When disassembly is desired, oblique 33 weld of girder steel, girder steel 3 and 1 weld of steel structure base need to only be cut, then will
First wall 21 is pulled open back to the girder steel 3 on native 100 one side of clitter by slide 4, clears out the first wall 21, obtains surrounding
The girder steel 3 of one wall 21；The railing 35 of 22 end of the second wall is opened again, and the second pin joint seat 39 is pulled out after clearing out the second wall 22
On stay bolt, then cut the soldered of the soldered of column 30 and steel structure base 1, pillar 8 and steel structure base 1, you can
Obtain surrounding the girder steel 3, independent column 30, independent steel structure base 1 of the second wall；Finally by the above-mentioned independent part pulled down
Part is transported with vehicle, to reuse.
This specific embodiment is only explanation to the utility model, it is not the limitation to the utility model, ability
Field technique personnel as needed can make the present embodiment the modification of no creative contribution after this specification is read, but
As long as all protected in the right of the utility model be subject to Patent Law.
Claims (8)
1. a kind of dismountable retaining wall, including steel structure base（1）And wall（2）, wall（2）Stand on steel structure base
（1）On, it is characterised in that：It is close to the wall（2）Both sides level is equipped with some girder steels（3）, steel structure base（1）It is equipped with and slides
Rail（4）, slide（4）It is equipped with moveable slide plate（41）, girder steel（3）Bottom and slide plate（41）It is fixedly connected.
A kind of 2. dismountable retaining wall according to claim 1, it is characterised in that：The slide（4）Including the first work
Word steel（42）, the first I-steel（42）Some rollers are equipped with both-side opening（43）, the first I-steel（42）Both sides are equipped with
First C-type steel（44）, roller（43）It is rotatably fixed to the first C-type steel（44）On, slide plate（41）With the first C-type steel（44）Top
Portion is fixedly connected.
A kind of 3. dismountable retaining wall according to claim 2, it is characterised in that：First C-type steel（44）It is upper solid
The fixed convex block equipped with cylinder（45）, roller（43）It is equipped with and convex block（45）The groove of form fit（431）, roller（43）Set
In convex block（45）On, roller（43）Edge is additionally provided with a circle flange（432）.
A kind of 4. dismountable retaining wall according to claim 2, it is characterised in that：First I-steel（42）It is upper solid
Surely it is equipped with bearing（5）, bearing（5）It is equipped with and is used to prop up the wall（2）Stock（6）, stock（6）With bearing（5）Pass through
It is threadedly coupled, stock（6）With the first I-steel（42）It is parallel.
A kind of 5. dismountable retaining wall according to claim 1, it is characterised in that：The wall（2）Including hanging down mutually
The first wall that is straight and being connected as a single entity（21）, the second wall（22）, the first wall（21）Pushed away with native stone（100）Put down by block face
OK, steel structure base（1）It is upper to be uprightly equipped with column（30）, column（30）On be fixed with the second pin joint seat（39）, girder steel（3）On
It is fixed with connecting plate（361）, connecting plate（361）With the second pin joint seat（39）It is hinged.
A kind of 6. dismountable retaining wall according to claim 5, it is characterised in that：The column（30）With steel construction bottom
Seat（1）Between be equipped with inclined bracing piece（7）.
A kind of 7. dismountable retaining wall according to claim 1, it is characterised in that：The steel structure base（1）It is upper solid
Surely more pillars are equipped with（8）, wall（2）It is set up in pillar（8）On.
A kind of 8. dismountable retaining wall according to claim 7, it is characterised in that：The pillar（8）With wall（2）Bottom
The second I-steel is equipped between portion（9）, the second I-steel（9）Both sides are fixed with the second C-type steel（10）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721189366.3U CN207277365U (en) | 2017-09-15 | 2017-09-15 | A kind of dismountable retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721189366.3U CN207277365U (en) | 2017-09-15 | 2017-09-15 | A kind of dismountable retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277365U true CN207277365U (en) | 2018-04-27 |
Family
ID=61981426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721189366.3U Expired - Fee Related CN207277365U (en) | 2017-09-15 | 2017-09-15 | A kind of dismountable retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277365U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914963A (en) * | 2018-08-21 | 2018-11-30 | 上海勘测设计研究院有限公司 | Assembled arcading barricade |
| CN113356266A (en) * | 2021-05-12 | 2021-09-07 | 中亿丰建设集团股份有限公司 | Underground engineering retaining wall builds structure fast |
-
2017
- 2017-09-15 CN CN201721189366.3U patent/CN207277365U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914963A (en) * | 2018-08-21 | 2018-11-30 | 上海勘测设计研究院有限公司 | Assembled arcading barricade |
| CN113356266A (en) * | 2021-05-12 | 2021-09-07 | 中亿丰建设集团股份有限公司 | Underground engineering retaining wall builds structure fast |
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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: 20180427 Termination date: 20200915 |