CN106812156A - A kind of assembled hypogee and its construction method - Google Patents
A kind of assembled hypogee and its construction method Download PDFInfo
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- CN106812156A CN106812156A CN201710195882.5A CN201710195882A CN106812156A CN 106812156 A CN106812156 A CN 106812156A CN 201710195882 A CN201710195882 A CN 201710195882A CN 106812156 A CN106812156 A CN 106812156A
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- wall
- stake
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- chain knife
- knife
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Abstract
Proposed by the present invention is a kind of assembled hypogee and its construction method, assembled hypogee includes wall 1 and stake 2, linked into an integrated entity by stake 2 between adjacent wall 1, wall 1 uses concave-convex type damascene structures with the structure of the junction of stake 2, the junction of wall 1 is convex portion, and the junction of stake 2 is recess；During construction, after first construction stake 2 to set depth, then wall 1 of constructing；The bottom and side of wall 1 are provided with the track 4 of the operation of chain knife 3, chain knife 3 is housed during construction on track 4, width of the width of chain knife 3 less than the groove mouth of stake 2, chain knife 3 only excavates the ground of the bottom of wall 1 when working,, to top, wall 1 and bottom chain knife 3 are while operation downwards for the ground band that the chain knife 3 for running from bottom to top has excavated the bottom of wall 1.Advantage：, with the chain knife for excavating its bottom rock-soil, using prefabrication, the construction method of live piecemeal or entire lowering, construction is simple, short construction period, low cost for wall and stake itself.
Description
Technical field
The present invention relates to a kind of assembled hypogee and its construction method, belong to civil engineering foundation construction technology neck
Domain.
Background technology
Existing large foundation technology is using overall excavation construction mode, and long construction period, labour intensity is big, working environment peace
Whole step is poor.
The content of the invention
Proposed by the present invention is a kind of assembled hypogee and its construction method, and its purpose is intended to overcome prior art to exist
Defect, its major advantage：Assembled hypogee is made up of wall and stake, and wall and stake itself are with the chain for excavating its bottom rock-soil
Knife, prefabrication wall and stake, live piecemeal or entire lowering, construction are simple, short construction period, low cost.
Technical solution of the invention：Assembled hypogee includes wall 1 and stake 2, is by stake between adjacent wall 1
2 link into an integrated entity, and wall 1 uses concave-convex type damascene structures with the structure of stake 2 junction, and the junction of wall 1 is convex portion, stake 2
Junction be recess, each recess is the groove of the middle opening for being provided with cavity, in the recess of the convex portion insertion stake 2 of wall 1,
The convex portion tail end of wall 1 is more than or equal to the thickness of wall 1 with the thickness of the junction of wall 1, and the width of the groove mouth of stake 2 is more than or equal to wall
1 convex portion tail end and the thickness of the junction of wall 1, less than the maximum gauge of the interface convex portion of wall 1；Wall 1 includes a word wall 1-1, T-shaped
Wall 1-2 and cross wall 1-3；Stake 2 point of two wall interface, three kinds of structures of three wall interfaces and four wall interfaces；During construction, first construction stake 2 to
After set depth, then wall 1 of constructing；The bottom and side of wall 1 are provided with the track 4 of the operation of chain knife 3, and chain is housed during construction on track 4
Knife 3, the width of the width less than the groove mouth of stake 2 of chain knife 3, cutter 3-2 of the chain knife 3 by chain 3-1 and on chain 3-1
Composition, chain knife 3 only excavates the ground of the bottom of wall 1, the ground that the chain knife 3 for running from bottom to top has excavated the bottom of wall 1 when working
, to top, wall 1 and bottom chain knife 3 are while operation downwards for band.
The bottom and side of stake 2 are provided with the track 4 of the operation of chain knife 3, and chain knife 3 is housed during construction on track 4, and chain knife 3 is by chain
The bar 3-1 and cutter 3-2 on chain 3-1 is constituted, and chain knife 3 only excavates the ground of the bottom of stake 2 when working, transport from bottom to top
, to top, stake 2 and bottom chain knife 3 are while operation downwards for the ground band that capable chain knife 3 has excavated the bottom of stake 2.
Advantages of the present invention：Wall and stake itself are with the chain knife for excavating its bottom rock-soil, using prefabrication, live piecemeal
Or the construction method of entire lowering, construct simple, short construction period, low cost.
Brief description of the drawings
Fig. 1 is that wall 1 and stake 2 link into an integrated entity the partial schematic diagram of the assembled hypogee to be formed, and is also wall 1 and stake 2
The structure of junction using concave-convex type damascene structures structural representation, be also the structure of the track of the operation of 1 side chain knife of wall 3
The structural representation that schematic diagram is also boss tail end with the junction thickness t of wall 1；
Fig. 2 be the A of Fig. 1 to schematic diagram, after being also construction stake 2 to set depth, the structural representation of wall 1 of constructing, is also by driving
Dynamic power set 5-1, the structural representation of the chain driving device for cutter 5 of spoil disposal device 5-2 and frame 5-3 compositions；
Fig. 3 is the B-B views of Fig. 2（Removal chain knife 3）, it is also the structural representation of the track 4 of the operation of bottom chain knife 3 of wall 1-1,
It is also the structural representation of swivel 6-1 and mud channel 6-2 of the mud channel device 6 on wall 1-1；
Fig. 4 is the structural representation of chain knife 3, is also the structural representation of chain 3-1 and cutter 3-2；
Fig. 5 is the structural representation of the chain knife 3 for being capable of achieving curvature of space, is also the structural representation of chain 3-1 and cutter 3-2；
Fig. 6 is the structural representation of J-shaped wall 1-2, is also the structural representation that end junction is convex portion at the three of wall 1-2,
It is the structural representations of the thickness t more than the thickness in the middle of wall 1-2 of wall 1-2 convex portion tail ends and wall 1-2 junctions；
Fig. 7 is the structural representation of cross wall 1-3, and the junction for being also wall 1-3 is the structural representation of convex portion, is also wall 1-3
Structural representations of the thickness t of convex portion tail end and wall 1-3 junctions more than the thickness in the middle of wall 1-3；
Fig. 8 is shown by the structure that driving power device 5-1, spoil disposal device 5-2 and frame 5-3 constitute chain driving device for cutter 5
It is intended to, is also ground that 5 drive chain knife of chain driving device for cutter 3 excavates stake 2A bottoms, and the constructing structure schematic diagram for declining together；
Fig. 9 is the A-A views of Fig. 8, is also Construction State structural representations of the I type frock 2-1 in stake 2A；
Figure 10 is that a 2A has two interfaces of wall 1, is even the structural representation of recess at mouth, is also provided with the I of chain knife running track 4
The structural representation of type frock 2-1；
Figure 11 is the Construction State structural representation of I type frock 2-1 and II type frock 2-2 in stake 2B；
Figure 12 is that a 2B has three structural representations of recess interface, is also the structural representation of II type frock 2-2, is also a 2B
The operation of side chain knife 3 track 4 structural representation, be also that the structure of the side cover 7 of the bottom belt basil in the outside of track 4 is shown
It is intended to；
Figure 13 is the Construction State structural representation of I type frock 2-1 and II type frock 2-2 in stake 2C；
Figure 14 is that a 2C has four structural representations of recess interface；
Figure 15 is the structural representation that wall 1 uses concave-convex type damascene structures with the structure of stake 2A junctions；
Figure 16 is that stake 2B is transported into installation place, and the structural representation of chain knife 3 and chain driving device for cutter 5 is installed on stake 2B；
Figure 17 is that 5 drive chain knife of chain driving device for cutter 3 excavates stake 2B bottom rock-soils, and the structure that stake 2B and chain knife 3 decline in place is shown
It is intended to；
Figure 18 is to remove the structural representation after chain driving device for cutter 5 and chain knife 3 after a 2B drops to the depth of setting；
Figure 19 is the structural representation that two stake 2B have constructed by sets requirement；
Figure 20 is structural representations of the I type frock 2-1 from after stake 2B extractions；
Figure 21 is that chain knife 3 and chain driving device for cutter 5 are installed on wall 1-1, by the recess groove of the convex portion insertion stake 2B of wall 1-1
Structural representation；
Figure 22 is that wall 1-1 bottoms chains knife 3 excavates ground, and the ground band that the chain knife 3 that side is run from bottom to top will have been excavated is supreme
The chain knife 3 of side, wall 1-1 and bottom declines structural representation in place together；
Figure 23 is to remove the ground in wall 1-1 and stake 2B interface portion groove cavities, and concrete perfusion structural representation, be also
The structural representation of the diaphram wall being made up of wall 1-1 and stake 2B；
Figure 24 is the A-A views of Figure 23, is also to excavate ground in the diaphram wall being made up of wall 1-1 and stake 2B, carries out ground
The structural representation of the construction of lower room；
Figure 25 is by structural representation that the hypogee that wall 1-1 and stake 2A are constituted is revetment；
Figure 26 is the A-A views of Figure 25；
Figure 27 is by structural representation that the hypogee that J-shaped wall 1-2 is constituted is revetment.
In figure 1 is the wall of assembled hypogee, including a word wall 1-1, J-shaped wall 1-2 and cross wall 1-3；1-1 is
One word wall；1-2 is J-shaped wall；1-3 is cross wall；2 is the stake of assembled hypogee, there is three kinds of structure types：Two wall interfaces
Stake 2A, three wall interfaces stake 2B and four wall interfaces stake 2C；2A is the stake of two wall interfaces；2B is the stake of three wall interfaces；2C is that four walls connect
The stake of mouth；When 2-1 is that stake 2 is constructed, the I type frock equipped with the running track 4 of chain knife 3, stake 2 needs to extract out after the completion of constructing；2-2 is stake
II type frock during 2 construction, stake 2 needs to extract out after the completion of constructing；3 is the chain knife for excavating ground, by chain 3-1 and installed in chain
Cutter 3-2 compositions on 3-1；3-1 is the chain for constituting chain knife 3；3-2 is the cutter for constituting chain knife 3；4 is wall 1 or stake 2
Bottom and side are provided with the track of the operation of chain knife 3；5 is chain driving device for cutter, by driving power device 5-1, spoil disposal device
5-2 and frame 5-3 is constituted；5-1 is driving power device；5-2 is spoil disposal device；5-3 is frame；6 is mud channel dress
Put；6-1 is the swivel on wall 1 or the bottom of stake 2；6-2 is the mud channel inside wall 1 or stake 2；7 is in wall 1 or stake 2
The side cover of the bottom belt basil in the outside of track 4;T is the thickness of boss tail end and the junction of wall 1.
Specific embodiment
Assembled hypogee includes wall 1 and stake 2, is linked into an integrated entity by stake 2 between adjacent wall 1, wall 1 and stake
The structure of 2 junctions uses concave-convex type damascene structures, and the junction of wall 1 is convex portion, and the junction of stake 2 is recess, and each is recessed
Portion is all the groove of the middle opening for being provided with cavity, in the recess of the convex portion insertion stake 2 of wall 1, the convex portion tail end of wall 1 and the interface of wall 1
, more than or equal to the thickness of wall 1, the width of the groove mouth of stake 2 is more than or equal to the convex portion tail end of wall 1 and the junction of wall 1 for the thickness at place
Thickness, less than the maximum gauge of the interface convex portion of wall 1；Wall 1 includes a word wall 1-1, J-shaped wall 1-2 and cross wall 1-3；Stake 2
It is divided to two wall interfaces, three kinds of structures of three wall interfaces and four wall interfaces；During construction, after first construction stake 2 to set depth, then wall 1 of constructing；
The bottom and side of wall 1 are provided with the track 4 of the operation of chain knife 3, and chain knife 3 is housed during construction on track 4, and the width of chain knife 3 is less than stake 2
The width of groove mouth, cutter 3-2 of the chain knife 3 by chain 3-1 and on chain 3-1 is constituted, and chain knife 3 is only excavated when working
The ground of the bottom of wall 1, the ground band that the chain knife 3 for running from bottom to top has excavated the bottom of wall 1 to top, wall 1 and bottom chain knife 3
Operation downwards simultaneously.
The bottom and side of described stake 2 are provided with the track 4 of the operation of chain knife 3, and chain knife 3, chain knife are housed during construction on track 4
The 3 cutter 3-2 by chain 3-1 and on chain 3-1 is constituted, and chain knife 3 only excavates the ground of the bottom of stake 2 when working, under
, to top, stake 2 and bottom chain knife 3 are while operation downwards for the ground band that the chain knife 3 for running up has excavated the bottom of stake 2.
Described J-shaped wall 1-2 and cross wall 1-3 are made up of a word wall 1-1.
Two described wall interfaces are to be applied to interface to have two connections of wall 1.
Three described wall interfaces are to be applied to interface to have three connections of wall 1.
Four described wall interfaces are to be applied to interface to have four connections of wall 1.
Described hypogee is diaphram wall.
Described hypogee is revetment.
Described Specific construction method has the following steps：
1）Dry wall 1 and stake 2；
2）Wall 1 and stake 2 are transported to installation place；
3）Chain knife 3 and chain driving device for cutter etc. are installed in stake 2；
4）The bottom chain knife 3 of stake 2 excavates ground, the ground band that the chain knife 3 that side is run from bottom to top will have been excavated to top；
5）The chain knife 3 of stake 2 and bottom declines together；
6）Stake 2 drops to the depth of setting, removes chain driving device for cutter and chain knife 3；
7）Chain knife 3 and chain driving device for cutter etc. are installed on wall 1；
8）The convex portion of wall 1 is embedded in the recess groove of stake 2；
9）The bottom chain knife 3 of wall 1 excavates ground, the ground band that the chain knife 3 that side is run from bottom to top will have been excavated to top；
10）The chain knife 3 of wall 1 and bottom declines together；
11）Wall 1 drops to the depth of setting, removes chain driving device for cutter and chain knife 3；
12）Remove the ground in wall 1 and the interface portion groove cavities of stake 2, and concrete perfusion；
Repeat above-mentioned 2）To 12）Construction, until completing the construction of whole walls 1 and stake 2.
After described hypogee completes the construction of wall 1 and stake 2, then surrounding ground within the walls is excavated, carry out basement
Construction.
The present invention is further described below in conjunction with the accompanying drawings：
As shown in Fig. 1~Fig. 5, assembled hypogee includes wall 1 and stake 2, is to connect into one by stake 2 between adjacent wall 1
Body, wall 1 uses concave-convex type damascene structures with the structure of the junction of stake 2, and the junction of wall 1 is convex portion, and the junction of stake 2 is
Recess, each recess is the groove of the middle opening for being provided with cavity, in the recess of the convex portion insertion stake 2 of wall 1, the convex portion tail of wall 1
End is more than or equal to the thickness of wall 1 with the thickness of the junction of wall 1, and the width of the groove mouth of stake 2 is more than or equal to the convex portion tail end of wall 1
With the thickness of the junction of wall 1, less than the maximum gauge of the interface convex portion of wall 1；During construction, after first construction stake 2 to set depth, then
Construction wall 1；The bottom and side of wall 1 are provided with the track 4 of the operation of chain knife 3, and chain knife 3, the width of chain knife 3 are housed during construction on track 4
Degree is less than the width of the groove mouth of stake 2, and cutter 3-2 of the chain knife 3 by chain 3-1 and on chain 3-1 is constituted, the work of chain knife 3
The ground of the bottom of wall 1 is only excavated when making, the ground band that the chain knife 3 for running from bottom to top has excavated the bottom of wall 1 to top, wall 1
With bottom chain knife 3 while operation downwards；Mud channel device 6 is by the swivel 6-1 on wall 1 or the bottom of stake 2 and wall 1 or stake 2
Internal pipeline 6-2 compositions.
As shown in Fig. 1, Fig. 6 and Fig. 7, wall 1 includes a word wall 1-1, J-shaped wall 1-2 and tri- kinds of structures of cross wall 1-3, T-shaped
Wall 1-2 and cross wall 1-3 are made up of a word wall 1-1, and the bottom and side of wall 1 are provided with the track 4 of the operation of chain knife 3.
As shown in Fig. 8~Figure 15, the bottom and side of stake 2 are provided with the track 4 of the operation of chain knife 3, are equipped with track 4 during construction
Chain knife 3, cutter 3-2 of the chain knife 3 by chain 3-1 and on chain 3-1 is constituted, and chain knife 3 only excavates the bottom of stake 2 when working
Ground, the ground band that the chain knife 3 for running from bottom to top has excavated the bottom of stake 2 to top, stake 2 and bottom chain knife 3 are simultaneously downward
Operation；There are three kinds of structure types：Two wall interfaces stake 2A, three wall interfaces stake 2B and four wall interfaces stake 2C.
As shown in Figure 16~Figure 24, linked into an integrated entity by wall 1-1 and stake 2B and form the Specific construction of assembled hypogee
Method has the following steps：
1）Dry wall 1-1 and stake 2B；
2）Wall 1-1 and stake 2B are transported to installation place；
3）Chain knife 3 and chain driving device for cutter etc. are installed on stake 2B；
4）Stake 2B bottoms chains knife 3 excavates ground, the ground band that the chain knife 3 that side is run from bottom to top will have been excavated to top；
5）The chain knife 3 of stake 2B and bottom declines together；
6）Stake 2B drops to the depth of setting, removes chain driving device for cutter 5 and chain knife 3；
7）Chain knife 3 and chain driving device for cutter 5 etc. are installed on wall 1-1；
8）By in the recess groove of the convex portion insertion stake 2B of wall 1-1；
9）Wall 1-1 bottoms chains knife 3 excavates ground, the ground band that the chain knife 3 that side is run from bottom to top will have been excavated to top；
10）The chain knife 3 of wall 1-1 and bottom declines together；
11）Wall 1-1 drops to the depth of setting, removes chain driving device for cutter 5 and chain knife 3；
12）Remove the ground in wall 1-1 and stake 2B interface portion groove cavities, and concrete perfusion；
Repeat above-mentioned 2）To 12）Construction, until completing the construction of whole wall 1-1 and stake 2B;
It is diaphram wall to be linked into an integrated entity by wall 1-1 and stake 2B and form assembled hypogee, is first dug in diaphram wall
Pick ground, then carry out other constructions of basement.
As illustrated in figs. 25 and 26, it is revetment to be linked into an integrated entity by wall 1-2 and stake 2A and form assembled hypogee.
As shown in figure 27, it is revetment to form assembled hypogee by several walls 1-2.
Claims (10)
1. a kind of assembled hypogee, it is characterized in that assembled hypogee includes wall（1）And stake（2）, adjacent wall（1）It
Between be by stake（2）Link into an integrated entity, wall（1）With stake（2）The structure of junction uses concave-convex type damascene structures, wall（1）
Junction be convex portion, stake（2）Junction be recess, each recess is the groove of the middle opening for being provided with cavity, wall（1）
Convex portion insertion stake（2）Recess in, wall（1）Convex portion tail end and wall（1）The thickness of junction is more than or equal to wall（1）Thickness
Degree, stake（2）The width of groove mouth is more than or equal to wall（1）Convex portion tail end and wall（1）The thickness of junction, less than wall（1）Connect
The maximum gauge of Kou Chu convex portions；Wall（1）Including a word wall（1-1）, J-shaped wall（1-2）With cross wall（1-3）；Stake（2）It is divided to two walls
Interface, three kinds of structures of three wall interfaces and four wall interfaces；During construction, first construction stake（2）To set depth, then wall of constructing（1）；Wall
（1）Bottom and side be provided with chain knife（3）The track of operation（4）, track during construction（4）It is upper that chain knife is housed（3）, chain knife（3）'s
Width is less than stake（2）The width of groove mouth, chain knife（3）By chain（3-1）With installed in chain（3-1）On cutter（3-2）
Composition, chain knife（3）Wall is only excavated during work（1）The ground of bottom, the chain knife for running from bottom to top（3）By wall（1）Bottom has been dug
The ground band of pick is to top, wall（1）With bottom chain knife（3）Operation downwards simultaneously.
2. a kind of assembled hypogee according to claim 1, it is characterized in that described stake（2）Bottom and side set
There is chain knife（3）The track of operation（4）, track during construction（4）It is upper that chain knife is housed（3）, chain knife（3）By chain（3-1）Be arranged on
Chain（3-1）On cutter（3-2）Composition, chain knife（3）Stake is only excavated during work（2）The ground of bottom, runs from bottom to top
Chain knife（3）By stake（2）The ground band that bottom has been excavated is to top, stake（2）With bottom chain knife（3）Operation downwards simultaneously.
3. a kind of assembled hypogee according to claim 2, it is characterized in that described J-shaped wall（1-2）With cross wall
（1-3）It is by Yi Ziqiang（1-1）Composition.
4. a kind of assembled hypogee according to claim 1, it is characterized in that two described wall interfaces are to be applied to connect
There are two walls at mouthful（1）Connection.
5. a kind of assembled hypogee according to claim 1, it is characterized in that three described wall interfaces are to be applied to connect
There are three walls at mouthful（1）Connection.
6. a kind of assembled hypogee according to claim 1, it is characterized in that four described wall interfaces are to be applied to connect
There are four walls at mouthful（1）Connection.
7. a kind of assembled hypogee according to claim 1, it is characterized in that described hypogee is continuous underground
Wall.
8. a kind of assembled hypogee according to claim 1, it is characterized in that described hypogee is revetment.
9. a kind of assembled hypogee according to claim 1, it is characterized in that described Specific construction method has following step
Suddenly：
1）Dry wall（1）And stake（2）；
2）By wall（1）And stake（2）It is transported to installation place；
3）In stake（2）Upper installation chain knife（3）And chain driving device for cutter etc.；
4）Stake（2）Bottom chain knife（3）Excavate ground, the chain knife that side is run from bottom to top（3）The ground band that will have been excavated is supreme
Side；
5）Stake（2）With the chain knife of bottom（3）Decline together；
6）Stake（2）Drop to the depth of setting, remove chain driving device for cutter and chain knife（3）；
7）In wall（1）Upper installation chain knife（3）And chain driving device for cutter etc.；
8）By wall（1）Convex portion insertion stake（2）Recess groove in；
9）Wall（1）Bottom chain knife（3）Excavate ground, the chain knife that side is run from bottom to top（3）The ground band that will have been excavated is supreme
Side；
10）Wall（1）With the chain knife of bottom（3）Decline together；
11）Wall（1）Drop to the depth of setting, remove chain driving device for cutter and chain knife（3）；
12）Remove wall（1）And stake（2）Ground in interface portion groove cavities, and concrete perfusion；
Repeat above-mentioned 2）To 12）Construction, until completing whole walls（1）And stake（2）Construction.
10. a kind of assembled hypogee according to claim 9, it is characterized in that described hypogee completes wall（1）
And stake（2）Construction after, then excavate surrounding ground within the walls, carry out the construction of basement.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710195882.5A CN106812156A (en) | 2017-03-29 | 2017-03-29 | A kind of assembled hypogee and its construction method |
| PCT/CN2018/080791 WO2018177307A1 (en) | 2017-03-29 | 2018-03-28 | Fabricated underground building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710195882.5A CN106812156A (en) | 2017-03-29 | 2017-03-29 | A kind of assembled hypogee and its construction method |
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| Publication Number | Publication Date |
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| CN106812156A true CN106812156A (en) | 2017-06-09 |
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| CN201710195882.5A Pending CN106812156A (en) | 2017-03-29 | 2017-03-29 | A kind of assembled hypogee and its construction method |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106812156A (en) |
| WO (1) | WO2018177307A1 (en) |
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| CN107386295A (en) * | 2017-07-24 | 2017-11-24 | 能诚集团有限公司 | A kind of sedimentation constructing device of underground structure |
| WO2018177307A1 (en) * | 2017-03-29 | 2018-10-04 | 王燏斌 | Fabricated underground building and construction method thereof |
| CN113818495A (en) * | 2021-09-16 | 2021-12-21 | 中南大学 | Periodic pile-wall structure aiming at low-frequency surface wave vibration isolation and construction method |
| WO2023066327A1 (en) * | 2021-10-21 | 2023-04-27 | 王树生 | Construction method for underground building consisting of sinking wall foundation |
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| CN107386295A (en) * | 2017-07-24 | 2017-11-24 | 能诚集团有限公司 | A kind of sedimentation constructing device of underground structure |
| CN113818495A (en) * | 2021-09-16 | 2021-12-21 | 中南大学 | Periodic pile-wall structure aiming at low-frequency surface wave vibration isolation and construction method |
| WO2023066327A1 (en) * | 2021-10-21 | 2023-04-27 | 王树生 | Construction method for underground building consisting of sinking wall foundation |
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| WO2018177307A1 (en) | 2018-10-04 |
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