CN209816904U - Underground structure antidetonation enclosure wall - Google Patents
Underground structure antidetonation enclosure wall Download PDFInfo
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- CN209816904U CN209816904U CN201920541146.5U CN201920541146U CN209816904U CN 209816904 U CN209816904 U CN 209816904U CN 201920541146 U CN201920541146 U CN 201920541146U CN 209816904 U CN209816904 U CN 209816904U
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Abstract
The utility model discloses an underground structure antidetonation enclosure wall, including secret wall body and building, the lower extreme of building extends to secret wall body, the lower extreme outside fixedly connected with enclosure wall body of building, a plurality of first connecting pieces of equal fixedly connected with on the lateral wall about enclosure wall body, set up a plurality of bar grooves that correspond with first connecting piece on the inner wall of underground wall body, the vertical slide bar of bar inslot fixedly connected with, and the outside slip of slide bar has cup jointed the slider, fixedly connected with second connecting piece on the lateral wall of slider, and rotate between first connecting piece and the second connecting piece and be connected with same root connecting rod, the slide bar overcoat of slider downside has cup jointed first spring. The utility model provides high enclosure wall and underground wall between joint strength to play the effect of buffering to enclosure wall, and then can reduce the earthquake and cause the damage to the building.
Description
Technical Field
The utility model relates to a construction technical field especially relates to an underground structure antidetonation enclosure wall.
Background
With the frequent occurrence of natural disasters in recent years, severe earthquakes occur in Wenchuan, Yushu and Japan, the earthquakes are natural disasters with serious harm, and property loss and casualties caused by the earthquakes are mainly caused by collapse of buildings.
The existing building structure is that a foundation is directly drilled on a bottom plate, then building construction is directly carried out on the foundation, a building with the structure is easy to collapse under the action of an earthquake, the building is easy to deform greatly, and even concrete falls off, so that an underground structure earthquake-resistant enclosure wall is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing an underground structure earthquake-resistant enclosure wall body.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an earthquake-proof enclosure wall body of an underground structure comprises an underground wall body and a building, wherein the lower end of the building extends to the underground wall body, the outer side of the lower end of the building is fixedly connected with an enclosure wall body, the left side wall and the right side wall of the enclosure wall body are fixedly connected with a plurality of first connecting pieces, a plurality of strip-shaped grooves corresponding to the first connecting pieces are formed in the inner wall of the underground wall body, vertical sliding rods are fixedly connected in the strip-shaped grooves, and the outer side of the sliding rod is sleeved with a sliding block in a sliding way, the side wall of the sliding block is fixedly connected with a second connecting piece, and the same connecting rod is rotatably connected between the first connecting piece and the second connecting piece, a first spring is sleeved outside the sliding rod at the lower side of the sliding block, and the two ends of the first spring are respectively fixedly connected with the sliding block and the bottom wall of the strip-shaped groove, the lower end of the enclosure wall body is fixedly connected with a supporting table, and a damping mechanism connected with the supporting table is arranged on the bottom wall of the underground wall body.
Preferably, many stands of fixedly connected with on the diapire of underground wall body, be provided with the cavity in the stand, fixedly connected with second spring on the diapire in the cavity, and the upper end fixedly connected with T shape pole of second spring, the one end that the second spring was kept away from to T shape pole extends to the upside of stand and with enclosure wall body's diapire fixed connection.
Preferably, the upper end of the T-shaped rod is fixedly connected with a mounting plate, and the mounting plate is fixedly connected with the bottom wall of the enclosure wall body through a plurality of fastening bolts.
Preferably, damper includes the backup pad of fixed connection on underground wall body diapire, the upper end fixedly connected with of backup pad has a plurality of third springs, and the same arched plate of upper end fixedly connected with of a plurality of third springs, the lower extreme of brace table and the up end fixed connection of arched plate.
Preferably, the arch plate comprises two sections of horizontal ends and one section of arc-shaped end, the third spring is fixedly connected to the lower end of the arc-shaped end, and the lower end of the supporting table is provided with a pillar fixedly connected with the horizontal end of the arch plate.
Preferably, a sliding part is fixedly connected to the side wall of the horizontal end of the arched plate, and the sliding part is slidably connected with the outer side wall of the upright post.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the building protection device has the advantages that the enclosure wall is fixedly sleeved at the lower end of the building, the building is protected, the plurality of connecting rods are connected between the enclosure wall and the underground wall, and under the matched use of the sliding rods, the sliding blocks and the first springs, the connecting strength between the enclosure wall and the underground wall is improved, and the effect of buffering the enclosure wall is achieved.
2. The plurality of stand columns are connected between the underground wall body and the enclosure wall body, the four corners of the enclosure wall body are preliminarily supported under the action of the second springs and the T-shaped rods, and a certain buffering effect is achieved.
Drawings
Fig. 1 is a schematic structural view of an earthquake-resistant enclosure wall of an underground structure provided by the utility model;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
fig. 3 is the utility model provides an underground structure antidetonation enclosure's enclosure overlooking schematic diagram.
In the figure: the building comprises an underground wall 1, a building 2, a surrounding wall 3, a first connecting piece 4, a sliding rod 5, a sliding block 6, a second connecting piece 7, a connecting rod 8, a first spring 9, a supporting table 10, an upright post 11, a second spring 12, a T-shaped rod 13, a supporting plate 14, a third spring 15, an arch plate 16 and a sliding piece 17.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-3, an earthquake-resistant enclosure wall of an underground structure comprises an underground wall 1 and a building 2, wherein the lower end of the building 2 extends to the underground wall 1, the outer side of the lower end of the building 2 is fixedly connected with the enclosure wall 3, a plurality of first connecting pieces 4 are fixedly connected to the left side wall and the right side wall of the enclosure wall 3, a plurality of strip-shaped grooves corresponding to the first connecting pieces 4 are formed in the inner wall of the underground wall 1, vertical slide bars 5 are fixedly connected to the strip-shaped grooves, slide blocks 6 are sleeved on the outer sides of the slide bars 5 in a sliding manner, second connecting pieces 7 are fixedly connected to the side walls of the slide blocks 6, a same connecting rod 8 is rotatably connected between the first connecting pieces 4 and the second connecting pieces 7, first springs 9 are sleeved outside the slide bars 5 on the lower sides of the slide blocks 6, and two ends of the first springs 9 are fixedly connected with the slide blocks 6 and the bottom walls of the strip-shaped, and has a buffering effect on the enclosure wall 3.
The underground wall body 1 is characterized in that a plurality of stand columns 11 are fixedly connected to the bottom wall of the underground wall body 1, the stand columns 11 are correspondingly arranged at four corners of the lower end of the enclosure wall body 3 respectively, a cavity is formed in each stand column 11, a second spring 12 is fixedly connected to the inner bottom wall of the cavity, a T-shaped rod 13 is fixedly connected to the upper end of each second spring 12, one end, far away from each second spring 12, of each T-shaped rod 13 extends to the upper side of each stand column 11 and is fixedly connected with the bottom wall of the enclosure wall body 3, a mounting plate is fixedly connected to the upper end of each T-shaped rod 13 and is fixedly connected with the bottom wall of the enclosure wall body 3 through a plurality of fastening bolts, the stand columns 11 are connected between the underground wall body 1 and the enclosure wall body 3, preliminary supporting four corners of the enclosure wall body 3 are achieved under the effects of the.
Specifically, the lower end of the enclosure wall 3 is fixedly connected with a support table 10, the bottom wall of the underground wall 1 is provided with a damping mechanism connected with the support table 10, the damping mechanism comprises a support plate 14 fixedly connected with the bottom wall of the underground wall 1, the upper end of the support plate 14 is fixedly connected with a plurality of third springs 15, the upper ends of the plurality of third springs 15 are fixedly connected with a same arch-shaped plate 16, the lower end of the support table 10 is fixedly connected with the upper end face of the arch-shaped plate 16, the arch-shaped plate 16 comprises two sections of horizontal ends and a section of arc-shaped end, the third springs 15 are fixedly connected with the lower end of the arc-shaped end, the lower end of the support table 10 is provided with a support column fixedly connected with the horizontal end of the arch-shaped plate 16, the side wall of the horizontal end of the arch-shaped plate 16 is fixedly connected with a sliding part 17, the sliding part 17, the damage of the earthquake to the enclosure wall 3 can be reduced, and the protection effect on the building 2 can be further achieved.
The utility model discloses in, it has enclosure wall 3 to connect through the fixed cover of lower extreme at building 2, play the effect of protection to building 2, be connected with many connecting rods 8 between enclosure wall 3 and underground wall 1, and at slide bar 5, slider 6 and first spring 9's cooperation is used down, the joint strength between enclosure wall 3 and underground wall 1 has been improved, and play the effect of buffering to enclosure wall 3, in addition, through being connected with many stands 11 between underground wall 1 and enclosure wall 3, and under the effect of second spring 12 and T shape pole 13, play preliminary supporting role to enclosure wall 3's four corners, and be provided with the damper who is connected with underground wall 1 under enclosure wall 3, can reduce the damage that the earthquake led to the fact enclosure wall 3, further play the effect of protection to building 2.
Claims (6)
1. An earthquake-resistant enclosure wall body of an underground structure comprises an underground wall body (1) and a building (2), and is characterized in that the lower end of the building (2) extends to the underground wall body (1), the outer side of the lower end of the building (2) is fixedly connected with the enclosure wall body (3), a plurality of first connecting pieces (4) are fixedly connected to the left side wall and the right side wall of the enclosure wall body (3), a plurality of strip-shaped grooves corresponding to the first connecting pieces (4) are formed in the inner wall of the underground wall body (1), vertical sliding rods (5) are fixedly connected to the strip-shaped grooves, sliding blocks (6) are sleeved on the outer sides of the sliding rods (5) in a sliding mode, second connecting pieces (7) are fixedly connected to the side walls of the sliding blocks (6), the same connecting rod (8) is rotatably connected between the first connecting pieces (4) and the second connecting pieces (7), and first springs (9) are sleeved outside the sliding rods (5) on the lower, and the two ends of the first spring (9) are respectively fixedly connected with the sliding block (6) and the bottom wall of the strip-shaped groove, the lower end of the enclosure wall body (3) is fixedly connected with a supporting table (10), and a damping mechanism connected with the supporting table (10) is arranged on the bottom wall of the underground wall body (1).
2. An earthquake-resistant enclosure wall of an underground structure according to claim 1, characterized in that a plurality of columns (11) are fixedly connected to the bottom wall of the underground wall (1), a cavity is arranged in each column (11), a second spring (12) is fixedly connected to the inner bottom wall of the cavity, a T-shaped rod (13) is fixedly connected to the upper end of each second spring (12), and one end of each T-shaped rod (13), which is far away from each second spring (12), extends to the upper side of each column (11) and is fixedly connected to the bottom wall of the enclosure wall (3).
3. An earthquake-resistant enclosure of an underground structure according to claim 2, wherein the upper end of the T-shaped bar (13) is fixedly connected with a mounting plate, and the mounting plate is fixedly connected with the bottom wall of the enclosure (3) by a plurality of fastening bolts.
4. An earthquake-proof enclosure wall of an underground structure according to claim 2, characterized in that the damping mechanism comprises a supporting plate (14) fixedly connected to the bottom wall of the underground wall (1), the upper end of the supporting plate (14) is fixedly connected with a plurality of third springs (15), the upper ends of the plurality of third springs (15) are fixedly connected with the same arch plate (16), and the lower end of the supporting platform (10) is fixedly connected with the upper end face of the arch plate (16).
5. An earthquake-resistant enclosure wall of an underground structure according to claim 4, characterized in that the arch plate (16) comprises two sections of horizontal ends and one section of arc-shaped end, the third spring (15) is fixedly connected with the lower end of the arc-shaped end, and the lower end of the support platform (10) is provided with a pillar fixedly connected with the horizontal end of the arch plate (16).
6. An earthquake-resistant enclosure wall of an underground structure according to claim 5, characterized in that the horizontal end side wall of the arch plate (16) is fixedly connected with a sliding piece (17), and the sliding piece (17) is connected with the outer side wall of the upright post (11) in a sliding way.
Priority Applications (1)
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CN201920541146.5U CN209816904U (en) | 2019-04-19 | 2019-04-19 | Underground structure antidetonation enclosure wall |
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CN201920541146.5U CN209816904U (en) | 2019-04-19 | 2019-04-19 | Underground structure antidetonation enclosure wall |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111485568A (en) * | 2020-04-29 | 2020-08-04 | 乐清市城镇建设工程公司 | Anti-sedimentation foundation structure |
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2019
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111485568A (en) * | 2020-04-29 | 2020-08-04 | 乐清市城镇建设工程公司 | Anti-sedimentation foundation structure |
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