CN207714369U - A kind of assembled hypogee - Google Patents
A kind of assembled hypogee Download PDFInfo
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- CN207714369U CN207714369U CN201720316361.6U CN201720316361U CN207714369U CN 207714369 U CN207714369 U CN 207714369U CN 201720316361 U CN201720316361 U CN 201720316361U CN 207714369 U CN207714369 U CN 207714369U
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- wall
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Abstract
The utility model proposes a kind of assembled hypogees, assembled hypogee includes wall 1 and stake 2, is linked into an integrated entity by stake 2 between adjacent wall 1, and wall 1 and the structure of 2 junction of stake use concave-convex type damascene structures, the junction of wall 1 is protrusion, and the junction of stake 2 is recess portion；When construction, after first construction stake 2 to set depth, then wall 1 of constructing；The bottom and side of wall 1 are equipped with the track 4 that chain knife 3 is run, chain knife 3 is housed when construction on track 4, the width of chain knife 3 is less than the width of 2 groove mouth of stake, the ground of 1 bottom of wall is only excavated when chain knife 3 works, the chain knife 3 run from bottom to top brings the ground that 1 bottom of wall has been excavated to top, and wall 1 and bottom chain knife 3 are run down simultaneously.Advantage：Wall and stake itself are with the chain knife for excavating its bottom rock-soil, and using prefabrication, the construction method of live piecemeal or entire lowering, construction is simple, short construction period is at low cost.
Description
Technical field
The utility model relates to a kind of assembled hypogees, belong to civil engineering foundation construction technical field.
Background technology
Existing large foundation technology is using whole excavation construction mode, and long construction period, labor intensity is big, working environment peace
Whole step is poor.
Invention content
The utility model proposes a kind of assembled hypogee, purpose is intended to overcome of the existing technology lack
It falls into, major advantage：Assembled hypogee is made of wall and stake, the chain knife of wall and stake itself with its bottom rock-soil of excavation,
Prefabrication wall and stake, live piecemeal or entire lowering, construction is simple, short construction period are at low cost.
The technical solution of the utility model：Assembled hypogee includes wall 1 and stake 2, is logical between adjacent wall 1
Cross what stake 2 linked into an integrated entity, the structure of wall 1 and 2 junction of stake uses concave-convex type damascene structures, and the junction of wall 1 is protrusion,
The junction of stake 2 is recess portion, and each recess portion is the groove of the intermediate opening for being equipped with cavity, the recess portion of the protrusion insertion stake 2 of wall 1
Interior, 1 protrusion tail end of wall is greater than or equal to the thickness of wall 1 with the thickness of 1 junction of wall, and the width of 2 groove mouth of stake is more than or waits
In the thickness of wall 1 protrusion tail end and 1 junction of wall, it is less than the maximum gauge of 1 interface protrusion of wall；Wall 1 include a word wall 1-1,
J-shaped wall 1-2 and cross wall 1-3；Three kinds of 2 point of two wall interface of stake, three wall interfaces and four wall interfaces structures；When construction, first construction stake
2 to after set depth, then wall 1 of constructing；The bottom and side of wall 1 are equipped with the track 4 that chain knife 3 is run, and are equipped on track 4 when construction
Chain knife 3, the width of chain knife 3 are less than the width of 2 groove mouth of stake, and chain knife 3 is by chain 3-1 and the cutter on chain 3-1
3-2 is formed, and the ground of 1 bottom of wall, the rock that the chain knife 3 run from bottom to top has excavated 1 bottom of wall are only excavated when chain knife 3 works
Soil zone to top, wall 1 and bottom chain knife 3 is run down simultaneously.
The bottom and side of stake 2 are equipped with the track 4 that chain knife 3 is run, and chain knife 3 are housed, chain knife 3 is by chain when construction on track 4
3-1 and the cutter 3-2 compositions on chain 3-1, only excavate the ground of 2 bottom of stake, transport from bottom to top when chain knife 3 works
Capable chain knife 3 brings the ground that 2 bottom of stake has been excavated to top, and stake 2 and bottom chain knife 3 are run down simultaneously.
The advantages of the utility model：Wall and stake itself are with the chain knife for excavating its bottom rock-soil, using prefabrication, scene
The construction method of piecemeal or entire lowering, construction is simple, short construction period are at low cost.
Description of the drawings
Fig. 1 be wall 1 with stake 2 link into an integrated entity the assembled hypogee to be formed partial schematic diagram and wall 1 and stake 2
The structure for the track that the structure of junction is run using the structural schematic diagram and 1 side chain knife 3 of wall of concave-convex type damascene structures
The structural schematic diagram of schematic diagram and boss tail end and 1 junction thickness t of wall；
Fig. 2 is the A of Fig. 1 to the structural schematic diagram for wall 1 of after schematic diagram and construction stake 2 to set depth, constructing, and
By the structural schematic diagram of driving power device 5-1, spoil disposal device 5-2 and rack 5-3 the chain driving device for cutter 5 formed；
Fig. 3 is the B-B views of Fig. 2（Remove chain knife 3）And the structure of the track 4 of the operation of bottom chain knife 3 of wall 1-1 is shown
The structural schematic diagram of the swivel 6-1 and mud channel 6-2 of intention and mud channel device 6 on wall 1-1；
Fig. 4 is the structural schematic diagram of chain knife 3 and the structural schematic diagram of chain 3-1 and cutter 3-2；
Fig. 5 is the structural representation of the structural schematic diagram and chain 3-1 and cutter 3-2 for the chain knife 3 that curvature of space can be achieved
Figure；
Fig. 6 is the structural representation that end junction is protrusion at the structural schematic diagram of J-shaped wall 1-2 and the three of wall 1-2
Figure and wall 1-2 protrusion tail ends and the thickness t of the junctions wall 1-2 are more than the structural schematic diagram of the thickness among wall 1-2；
Fig. 7 is the structural schematic diagram of cross wall 1-3 and structural schematic diagram and wall that the junction of wall 1-3 is protrusion
The protrusions 1-3 tail end and the thickness t of the junctions wall 1-3 are more than the structural schematic diagram of the thickness among wall 1-3；
Fig. 8 is by the knot of driving power device 5-1, spoil disposal device 5-2 and rack 5-3 group chainings driving device for cutter 5
Structure schematic diagram and 5 drive chain knife 3 of chain driving device for cutter excavate the ground of the bottoms stake 2A, and the constructing structure declined together shows
It is intended to；
Fig. 9 is the Construction State structural schematic diagram of the A-A views and I type tooling 2-1 of Fig. 8 in stake 2A；
Figure 10 is that there are two 1 interfaces of wall by a 2A, is even the structural schematic diagram of recess portion at mouth, is also provided with chain knife running track
The structural schematic diagram of 4 I type tooling 2-1；
Figure 11 is the Construction State structural schematic diagram of I type tooling 2-1 and II type tooling 2-2 in stake 2B；
Figure 12 is the structural schematic diagram of recess portion interface and the structural schematic diagram of II type tooling 2-2 there are three a 2B, and
The knot of the side cover 7 of the bottom belt basil in 4 outside of structural schematic diagram and track for the track 4 that the side chain knife 3 of stake 2B is run
Structure schematic diagram；
Figure 13 is the Construction State structural schematic diagram of I type tooling 2-1 and II type tooling 2-2 in stake 2C；
Figure 14 is that there are four the structural schematic diagrams of recess portion interface by a 2C；
Figure 15 is the structural schematic diagram that wall 1 uses concave-convex type damascene structures with the structure of the junctions stake 2A；
Figure 16 is that stake 2B is transported to installation place, and the structural schematic diagram of chain knife 3 and chain driving device for cutter 5 is installed on stake 2B；
Figure 17 is that 5 drive chain knife 3 of chain driving device for cutter excavates stake 2B bottom rock-soils, the knot that stake 2B and chain knife 3 are fallen into place
Structure schematic diagram；
Figure 18 is to remove the structural schematic diagram 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 schematic diagram that two stake 2B have constructed by sets requirement；
Figure 20 is I type tooling 2-1 from the structural schematic diagram 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 portion slot of the protrusion insertion stake 2B of wall 1-1
Interior structural schematic diagram；
Figure 22 is that the bottoms wall 1-1 chain knife 3 excavates ground, the ground band that the chain knife 3 that side is run from bottom to top will excavate
To top, structural schematic diagram that the chain knife 3 of wall 1-1 and bottom is fallen into place together；
Figure 23 is the ground removed in wall 1-1 and stake 2B interface portion groove cavities, and the structural schematic diagram of concrete perfusion,
And the structural schematic diagram by wall 1-1 and stake the 2B diaphram wall formed；
Figure 24 is the A-A views of Figure 23, and excavates ground in the diaphram wall being made of wall 1-1 and stake 2B, into
The structural schematic diagram of the construction of row basement；
The hypogee that Figure 25 is made of wall 1-1 and stake 2A is the structural schematic diagram of revetment；
Figure 26 is the A-A views of Figure 25；
The hypogee that Figure 27 is made of J-shaped wall 1-2 is the structural schematic diagram of revetment.
1 in figure 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 be the stake of assembled hypogee, and there are three types of structure types：Two wall interfaces
Stake 2A, three wall interface stake 2B and four wall interface 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, I type tooling of 3 running track 4 of chain knife is housed, needs to extract out after the completion of the construction of stake 2；2-2 is stake
II type tooling when 2 construction needs to extract out after the completion of the construction of stake 2；3 be the chain knife for excavating ground, by chain 3-1 and is mounted on chain
Cutter 3-2 compositions on 3-1；3-1 is a group chain for chaining knife 3；3-2 is a group cutter for chaining knife 3；4 be wall 1 or stake 2
Bottom and side are equipped with the track that chain knife 3 is run；5 be chain driving device for cutter, by driving power device 5-1, spoil disposal device
5-2 and rack 5-3 compositions；5-1 is driving power device；5-2 is spoil disposal device；5-3 is rack；6 be mud channel dress
It sets；6-1 is the swivel on 2 bottom of wall 1 or stake；6-2 is the mud channel inside wall 1 or stake 2；7 be in wall 1 or stake 2
The side cover of the bottom belt basil in 4 outside of track;T is the thickness of boss tail end and 1 junction of wall.
Specific implementation mode
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 protrusion, and the junction of stake 2 is recess portion, each recessed
Portion is all the groove of the intermediate opening for being equipped with cavity, and the protrusion of wall 1 is embedded in the recess portion of stake 2,1 protrusion tail end of wall and 1 interface of wall
The thickness at place is greater than or equal to the thickness of wall 1, and the width of 2 groove mouth of stake is greater than or equal to 1 protrusion tail end of wall and 1 junction of wall
Thickness, be less than 1 interface protrusion of wall maximum gauge；Wall 1 includes a word wall 1-1, J-shaped wall 1-2 and cross wall 1-3；Stake 2
It is divided to three kinds of two wall interfaces, three wall interfaces and four wall interfaces structures；When construction, after first construction stake 2 to set depth, then wall 1 of constructing；
The bottom and side of wall 1 are equipped with the track 4 that chain knife 3 is run, and chain knife 3 is housed on track 4 when construction, and the width of chain knife 3 is less than stake 2
The width of groove mouth, chain knife 3 are made of chain 3-1 and the cutter 3-2 on chain 3-1, and chain knife 3 only excavates when working
The ground of 1 bottom of wall, the chain knife 3 run from bottom to top bring the ground that 1 bottom of wall has been excavated to top, wall 1 and bottom chain knife 3
It runs down simultaneously.
The bottom and side of the stake 2 are equipped with the track 4 that chain knife 3 is run, and chain knife 3, chain knife are housed on track 4 when construction
3 are made of chain 3-1 and the cutter 3-2 on chain 3-1, the ground of 2 bottom of stake are only excavated when chain knife 3 works, under
The chain knife 3 run up brings the ground that 2 bottom of stake has been excavated to top, and stake 2 and bottom chain knife 3 are run down simultaneously.
The J-shaped wall 1-2 and cross wall 1-3 is made of a word wall 1-1.
The two wall interfaces are the connection there are two wall 1 applied to interface.
The three wall interfaces are the connection there are three wall 1 applied to interface.
The four wall interfaces are the connection there are four wall 1 applied to interface.
The hypogee is diaphram wall.
The hypogee is revetment.
The utility model 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, between adjacent wall 1 is connected by stake 2
Integral, the structure of wall 1 and 2 junction of stake uses concave-convex type damascene structures, and the junction of wall 1 is protrusion, the connection of stake 2
Place is recess portion, and each recess portion is the groove of the intermediate opening for being equipped with cavity, and the protrusion of wall 1 is embedded in the recess portion of stake 2, and wall 1 is convex
Portion's tail end is greater than or equal to the thickness of wall 1 with the thickness of 1 junction of wall, and the width of 2 groove mouth of stake is greater than or equal to 1 protrusion of wall
The thickness of tail end and 1 junction of wall is less than the maximum gauge of 1 interface protrusion of wall；When construction, first construction stake 2 to set depth
Afterwards, then wall 1 of constructing；The bottom and side of wall 1 are equipped with the track 4 that chain knife 3 is run, and chain knife 3, chain knife 3 are housed on track 4 when construction
Width be less than the width of 2 groove mouth of stake, chain knife 3 is made of chain 3-1 and the cutter 3-2 on chain 3-1, chain knife
The ground of 1 bottom of wall is only excavated when 3 work, the chain knife 3 run from bottom to top brings the ground that 1 bottom of wall has been excavated to top,
Wall 1 and bottom chain knife 3 are run down simultaneously；Mud channel device 6 by 2 bottom of wall 1 or stake swivel 6-1 and wall 1 or
Pipeline 6-2 compositions inside stake 2.
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 is made of a word wall 1-1, and the track 4 that chain knife 3 is run is arranged at the bottom and side of wall 1.
As shown in Fig. 8~Figure 15, the bottom and side of stake 2 are equipped with the track 4 that chain knife 3 is run, and are equipped on track 4 when construction
Chain knife 3, chain knife 3 are made of chain 3-1 and the cutter 3-2 on chain 3-1, and 2 bottom of stake is only excavated when chain knife 3 works
Ground, the chain knife 3 run from bottom to top bring the ground that 2 bottom of stake has been excavated to top, and stake 2 and bottom chain knife 3 are downward simultaneously
Operation；There are three types of structure types：Two wall interface stake 2A, three wall interface stake 2B and four wall interface stake 2C.
As shown in Figure 16~Figure 24, is 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）The bottoms stake 2B chain knife 3 excavates ground, and the chain knife 3 that side is run from bottom to top is supreme by the ground band excavated
Side；
5）Stake 2B and the chain knife 3 of bottom decline 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）It will be in the recess portion slot of the protrusion insertion stake 2B of wall 1-1；
9）The bottoms wall 1-1 chain knife 3 excavates ground, and the chain knife 3 that side is run from bottom to top is supreme by the ground band excavated
Side；
10）Wall 1-1 and the chain knife 3 of bottom decline 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, first in diaphram wall
Interior excavation 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 (8)
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 to pass through stake（2）It links into an integrated entity, wall（1）With stake（2）The structure of junction uses concave-convex type damascene structures, wall（1）
Junction be protrusion, stake（2）Junction be recess portion, each recess portion is the groove of the intermediate opening for being equipped with cavity, wall（1）
Protrusion be embedded in stake（2）Recess portion in, wall（1）Protrusion tail end and wall（1）The thickness of junction is greater than or equal to wall（1）Thickness
Degree, stake（2）The width of groove mouth is greater than or equal to wall（1）Protrusion tail end and wall（1）The thickness of junction is less than wall（1）It connects
The maximum gauge of the protrusions Kou Chu；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
Three kinds of interface, three wall interfaces and four wall interfaces structures；When construction, first construction stake（2）To set depth, then wall of constructing（1）；Wall
（1）Bottom and side be equipped with chain knife（3）The track of operation（4）, track when 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 mounted on chain（3-1）On cutter（3-2）
Composition, chain knife（3）Wall is only excavated when work（1）The ground of bottom, the chain knife run from bottom to top（3）By wall（1）Bottom has been dug
The ground of pick is brought to top, wall（1）With bottom chain knife（3）It runs down simultaneously.
2. a kind of assembled hypogee according to claim 1, it is characterized in that the stake（2）Bottom and side set
There is chain knife（3）The track of operation（4）, track when construction（4）It is upper that chain knife is housed（3）, chain knife（3）By chain（3-1）With mounted on
Chain（3-1）On cutter（3-2）Composition, chain knife（3）Stake is only excavated when work（2）The ground of bottom, runs from bottom to top
Chain knife（3）By stake（2）The ground that bottom has been excavated is brought to top, stake（2）With bottom chain knife（3）It runs down simultaneously.
3. a kind of assembled hypogee according to claim 2, it is characterized in that the 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 the two 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 the three 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 the four 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 the hypogee is that underground is continuous
Wall.
8. a kind of assembled hypogee according to claim 1, it is characterized in that the hypogee is revetment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720316361.6U CN207714369U (en) | 2017-03-29 | 2017-03-29 | A kind of assembled hypogee |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720316361.6U CN207714369U (en) | 2017-03-29 | 2017-03-29 | A kind of assembled hypogee |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207714369U true CN207714369U (en) | 2018-08-10 |
Family
ID=63062997
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720316361.6U Active CN207714369U (en) | 2017-03-29 | 2017-03-29 | A kind of assembled hypogee |
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| Country | Link |
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| CN (1) | CN207714369U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023066327A1 (en) * | 2021-10-21 | 2023-04-27 | 王树生 | Construction method for underground building consisting of sinking wall foundation |
-
2017
- 2017-03-29 CN CN201720316361.6U patent/CN207714369U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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