CN216765969U - Sinking construction device for assembled underground building - Google Patents

Abstract

The utility model discloses a sinking construction device for an assembled underground building, which relates to the technical field of underground building construction, wherein the underground building comprises an outer wall, a top plate, a bottom plate and a construction device, the outer wall comprises end sections positioned at two ends and a middle section positioned in the middle, the outer wall comprises a longitudinal wall and a transverse wall, the outer wall comprises a lower wall positioned below the bottom plate and an upper wall positioned above the bottom plate, the longitudinal wall comprises a lower longitudinal wall and an upper longitudinal wall, and the building is assembled in a segmented mode in the length direction through the construction device; the building is in a suspended state through the hanging device, the driving device is started, chain cutters at the bottoms of the outer wall and the bottom plate excavate rock soil, the excavated rock soil is brought to the upper side by the chain cutters running from bottom to top, sinking operation of the building is achieved, the building sinks to a set depth, and the chain cutters are drawn out to complete subsequent construction until all construction of the building is completed.

Description

Sinking construction device for assembled underground building

Technical Field

The utility model relates to the technical field of underground building construction, in particular to a sinking construction device for an assembled underground building.

Background

The existing large-scale underground building is constructed by the open cut method commonly used, the open cut method needs to firstly open a foundation pit to be supported, then the underground building is poured or assembled in the foundation pit, the bottom rock soil is excavated by adopting a chain cutter at present, the whole sinking technical scheme is only provided with a chain cutter excavating device, no hanging device is arranged, and the underground building sinks by dead weight completely, so the following defects are caused:

1. when the machine is started up every time, the weight of the machine is completely pressed on the chain cutter at the bottom, the chain cutter is easy to break, and the driving power is greatly increased.

2. Due to the possible eccentric force of the self or different geological conditions of different areas at the bottom, the inclination is easy to generate, and once the inclination is generated, the deviation is difficult to correct due to the large amount of the inclined object.

3. Different geological conditions can be provided for different geological conditions (such as cobblestones and boulders) at different heights or different areas on the same horizontal plane at the bottom, different feed quantities are required for different geological conditions, a hanging device is not provided, the sinking speed is finished in an out-of-control state, and the cutter head is easy to wear and even break.

SUMMERY OF THE UTILITY MODEL

In view of the problems in the prior art, it is an object of the present invention to provide a sinking construction apparatus for a fabricated underground structure, which solves the above-mentioned problems in the background art.

In order to achieve the purpose, the utility model provides the following technical scheme: the underground building comprises an outer wall, a top plate, a bottom plate and a construction device, and consists of end sections positioned at two ends and a middle section positioned in the middle, wherein the outer wall comprises a longitudinal wall and a transverse wall; the construction device comprises an excavating device, a hanging device and an assembling device, wherein the hanging device and the assembling device are positioned at the top of a building; the chain cutter comprises an outer wall chain cutter in the outer wall excavating device and a bottom plate chain cutter in the bottom plate excavating device, the bottom plate chain cutter is transversely arranged and forms an angle with the longitudinal wall chain cutter, the driving device comprises an outer wall driving device and a bottom plate driving device, the outer wall driving device is installed above an outer wall, the bottom plate driving device is installed above a sinking part of the building, the outer wall chain cutter envelopes the outer wall from the top of the sinking part of the building, and the bottom plate chain cutter envelopes the bottom plate from the top of the sinking part of the building; holes staggered up and down are arranged above the lower longitudinal wall, the chain cutter of the bottom plate envelopes the whole cross section of the sinking part of the building through the holes, and the thickness of the lower longitudinal wall is greater than or equal to the sum of the thicknesses of the upper longitudinal wall and the chain cutter; the building is assembled in sections in the length direction through a construction device; the building is in a suspended state through the hanging device, the driving device is started, chain cutters at the bottoms of the outer wall and the bottom plate excavate rock soil, the excavated rock soil is brought to the upper side by the chain cutters running from bottom to top, sinking operation of the building is achieved, the building sinks to a set depth, and the chain cutters are drawn out to complete subsequent construction until all construction of the building is completed.

As a further scheme of the utility model: the assembly device comprises a tensioning device, and the building comprises a plurality of bottom plate modules, a middle plate module, a top plate module, a side wall module and an end wall module.

As a further scheme of the utility model: the hole in the lower longitudinal wall comprises an inlet blade plate, and when the bottom plate chain cutter carries rock soil larger than the gap between the hole and the bottom plate chain cutter, the rock soil is crushed through the inlet blade plate.

As a further scheme of the utility model: the building sinks to a set depth, and when the buoyancy of underground water to the building and the friction of rock soil to the building are equal to the dead weight of the building including the excavating device, the building is in a critical state, and the building is always in a suspension state in the sinking process by weighting the building.

As a further scheme of the utility model: the chain cutter comprises a chain plate, the chain plate is arranged on the chain, the chain cutter is arranged on the chain plate, the chain cutter comprises a plurality of groups of tapered strip chain cutters, the cutters in the strip chain cutters comprise head cutters positioned at the front end, middle cutters positioned in the middle and scraping plates positioned at the tail end, the head cutters comprise a long cutter, the middle cutters comprise two short cutters, the height of the scraping plates is slightly lower than that of the head cutters and the middle cutters, the head cutters and the middle cutters excavate rock soil, and the scraping plates bring the excavated rock soil to the front.

As a further scheme of the utility model: the hanging device comprises steel strand lifting jacks, the steel strand lifting jacks synchronously and slowly lift, and the building sinks under a hanging state.

As a further scheme of the utility model: when the chain cutter is used for excavating rock and soil, different geological conditions are met by controlling the descending speed of the hanging device, and when the chain cutter is worn, the chain cutter is replaced inside or at the top of a building.

As a further scheme of the utility model: the building comprises end sections, middle sections and interfaces connected between the adjacent middle sections, wherein the interfaces comprise a first-sinking wide interface and a second-sinking narrow interface, the wide interfaces and the narrow interfaces are respectively positioned at the left end and the right end of the adjacent two sections, each end section comprises an end structure body and an end interface positioned at one end, and the middle section comprises a left interface, a middle structure body and a right interface; the excavating device comprises an interface excavating device, the interface excavating device comprises a wide interface excavating device and a narrow interface excavating device, the wide interface excavating device excavates rock soil at the bottom of a wide interface, the narrow interface excavating device excavates rock soil at the bottom of a narrow interface, the wide interface excavating device and the narrow interface excavating device respectively comprise chain cutter excavating devices, a chain cutter in the wide interface excavating device envelopes a wide interface, and a chain cutter in the narrow interface excavating device envelopes a narrow interface.

As a further scheme of the utility model: the interface comprises a bottomless plate interface, a bottomless wide interface of the bottomless plate interface comprises a U-shaped narrow outer wall and a vertical outer wall, the vertical outer wall comprises a vertical groove, the wide interface excavating device comprises a U-shaped narrow outer wall chain cutter and a vertical outer wall chain cutter, the U-shaped narrow outer wall chain cutter excavates rock soil at the bottom of the U-shaped narrow outer wall, and the vertical outer wall chain cutter excavates rock soil at the bottom of the vertical outer wall; the bottomless narrow interface without the bottom plate interface comprises a U-shaped outer wall, the U-shaped outer wall comprises a U-shaped boss, the narrow interface excavating device comprises a U-shaped outer wall chain cutter, rock soil at the bottom of the U-shaped outer wall is excavated by the U-shaped outer wall chain cutter, and the U-shaped boss sinking backwards is embedded in the vertical groove sinking firstly.

As a further scheme of the utility model: the interface comprises a bottom plate interface, the bottom plate wide interface with the bottom plate interface comprises a U-shaped wide outer wall, the inner side of the U-shaped wide outer wall comprises a U-shaped groove, the wide interface excavating device comprises a U-shaped wide outer wall chain cutter, and rock soil at the bottom of the U-shaped wide outer wall is excavated by the U-shaped wide outer wall chain cutter; the narrow interface with the bottom of the bottom plate interface comprises a U-shaped wall, the U-shaped wall comprises a boss, the narrow interface excavating device comprises a U-shaped outer wall chain cutter, rock soil at the bottom of the U-shaped wall is excavated by the U-shaped outer wall chain cutter, and the boss sinking later is embedded in the U-shaped groove sinking earlier.

In summary, the utility model has the advantages that the sinking speed is controllable due to the addition of the hanging device, compared with the prior art, the utility model has the following advantages: 1) because the chain cutter is in a suspension state, the vertical force of the bottom pressing on the chain cutter is extremely small, so that the stress of the chain cutter is small, and the driving force is sharply reduced; 2) because of multi-point hanging, the synchronous descending is easy to realize, the inclination can not be generated due to the huge dead weight, and the deviation rectification is not needed; 3) because the descending speed is controllable, different feed amounts can be designed according to different geological conditions (such as cobblestones and boulders), namely different descending speeds, the cutter head cannot be worn, and the service life is greatly prolonged.

Drawings

FIG. 1 is a schematic structural diagram of a construction in which both ends of a first sinking middle section 11 are wide joints 9-1, and rear sinking middle sections 11 at the left and right ends start sinking construction with the aid of an excavating device 5 and a hanging device 3-1 located at the top of a building 1;

FIG. 2 is a schematic structural diagram of the structure that after the outer wall excavating device 51 and the bottom plate excavating device 52 are installed, the hanging device 3-1 hangs the building 1 from the top, and under the driving of the driving device 6-1, the chain cutter 7 at the bottom of the building 1 excavates rock soil at the bottom, and the building 1 slowly sinks;

FIG. 3 is a schematic view of the structure of the hole 2X-1 in the lower vertical wall 2X-1 at the entrance of the bottom plate chain cutter 72, wherein the side close to the lower vertical wall 2X1 is provided with an entrance blade plate 2X-1-1, and the lower vertical wall 2X1 can support the entrance blade plate 2X-1-1 to ensure that the entrance blade plate can bear the working load;

FIG. 4 is a schematic structural diagram of a floor module 1A hoisted by four sets of steel strand lifting jacks 3-1A of every two sets of hoisting devices 3-1, wherein the hoisting devices 3-1 are provided with traveling wheels to move longitudinally on a portal frame;

FIG. 5 is a schematic structural diagram of a tensioning device 3-2-1 for connecting the bottom plate modules 1A into a whole by adopting a tensioning method;

FIG. 6 is a schematic structural view of the floor module 1A placed on the ground by the strand elevating jacks 3-1A;

FIG. 7 is a side wall module 1D and an end wall module 1E which are hoisted by the assembling device 3-2 through the hanging device 3-1 and are all connected and fixed by a bolt and nut pair;

fig. 8 is a schematic structural view of the hanging device 3-1, in which all the middle plate modules 1B are in a hanging state, and steel strands are inserted, tensioned and anchored;

fig. 9 is a schematic structural diagram of the middle plate module 1B, the side wall module 1D and the end wall module 1E connected integrally by bolts and nuts;

fig. 10 is a schematic structural view showing that all roof modules 1C are suspended by the suspending device 3-1, and are inserted with steel strands for tension anchoring;

FIG. 11 is a schematic structural view of the bottom side wall module 1D and the top end wall module 1E integrally connected with the bottom of the top plate module 1C by bolt and nut pairs;

fig. 12 is a schematic view of a part i of fig. 11 enlarged, and is also a schematic view of a structure in which the middle plate module 1B is placed on the bottom-layer side wall module 1D and is fixedly connected through a bolt-nut pair, and a concave-convex embedded interface is arranged in the middle to increase the connection strength and the waterproof effect;

fig. 13 is a schematic view of the structure of the excavating device 5 mounted on the assembled building 1;

FIG. 14 is a schematic view of link plate 7-3 mounted on chain 7-1 and knife 7-2 mounted on link plate 7-3;

fig. 15 is a schematic structural view of the strip-shaped chain cutter 8;

FIG. 16 is a schematic view of the structure in which the U-shaped projection 91-2-1-1, which sinks later, is embedded in the vertical groove 91-1-2-1, which sinks earlier;

FIG. 17 is a schematic structural diagram of a U-shaped narrow outer wall chain cutter 7-531Y excavating rock soil at the bottom of the U-shaped narrow outer wall 91-1-1, a vertical outer wall chain cutter 7-531X excavating rock soil at the bottom of the vertical outer wall 91-1-2, and a longitudinal wall chain cutter 71X excavating rock soil at the bottom of a lower longitudinal wall 2X 1;

FIG. 18 is a schematic diagram of the configuration of the wide interface with bottom 92-1;

FIG. 19 is a schematic structural diagram of the middle section 11 with a wide interface 92-1 at one end and a narrow interface 92-2 at the other end, and a corresponding digging device 531 and a corresponding digging device 532 with a narrow interface respectively installed thereon;

FIG. 20 is a schematic view of a structure in which a building 1 includes a left-side end section 4 and two middle sections 11, and the rightmost middle section 11 starts sinking construction with the aid of an excavating device 5 and a hanging device 3-1 located at the top of the building 1, and is also a schematic view of a structure in which a narrow joint 9-2 of a rear-sinking middle section 11 is inserted into a wide joint 9-1 of a front-sinking middle section 11;

FIG. 1 is a building; 1A is a backplane module; 1B is a middle plate module; 1C is a ceiling module; 1D is a side wall module; 1E is a headwall module; 2 is an outer wall; 21 is a lower wall; 22 is an upper wall; 1-1 is a top plate; 1-2 is a base plate; 2X is a vertical wall; 2X-1 is a hole staggered up and down; 2X1 is lower vertical wall; 2X2 is upper vertical wall; 2Y is a transverse wall; 2X-1 is a hole staggered up and down; 2X-1-1 is an inlet blade plate; 3 is a construction device; 3-1 is a hanging device; 3-1A is a steel strand lifting jack; 3-2 is an assembly device; 3-2-1 is a tensioning device; 4 is an end section comprising an end structure 4-1 and an end interface 4-2 at one end; 4-1 is an end structure; 4-2 is an end interface; 5 is an excavating device; 51 is an outer wall excavating device; 52 is a floor excavation means; 53 is an interface digging device; 531 is a wide interface excavating apparatus; 532 is a narrow interface excavating device; 6 is a chain cutter excavating device; 6-1 is a driving device, comprising an outer wall driving device 6-11 and a bottom plate driving device 6-12; 6-11 is an outer wall driving device; 6-12 are bottom plate driving devices; 7 is a chain knife, comprising a chain 7-1 and a knife 7-2 arranged on the chain 7-1; 7-1 is a chain; 7-2 is a knife; 7-3 is a chain plate; 71 is an outer wall chain cutter in the wall excavating device 51; 72 is a floor chain cutter in the floor digging implement 52; 7-531X are vertical outer wall chain cutters; 7-531Y is a U-shaped narrow outer wall chain cutter; 7531Y is a U-shaped wide outer wall chain cutter; 7-532Y is a U-shaped outer wall chain cutter; 7-532Y is a U-shaped outer wall chain cutter; 8 is a strip chain cutter; 8-1 is a front-end head knife; 8-1-1 is a long knife; 8-2 is a middle knife; 8-2-1 is a short knife; 8-3 is a scraper at the tail end; 9 is an interface; 9-1 is a first sinking wide interface; 9-2 is a narrow interface which sinks backwards; 11 is the middle section; 11-1 is a left interface; 11-2 is an intermediate structure; 11-3 is a right interface; 91 is a bottomless interface; 91-1 is a bottomless wide interface; 91-1-1 is a U-shaped narrow outer wall; 91-1-2 is a vertical exterior wall; 91-1-2-1 is a vertical groove; 91-2 is a bottomless narrow interface; 91-2-1 is a U-shaped outer wall; 91-2-1-1 is a U-shaped boss; 92 is a backplane interface; 92-1 is a wide interface with a bottom; 92-1-1 is a U-shaped wide outer wall; 92-1-1-1 is a U-shaped groove; 92-2 is a bottomed narrow interface; 92-2-1 is a U-shaped wall; 92-2-1-1 is a boss.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person skilled in the art without making creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.

Referring to fig. 1 to 20, in the embodiment of the present invention, an underground building 1 includes an outer wall 2, a roof 1-1, a floor 1-2, and a construction device 3, and is composed of end sections 4 located at two ends and a middle section 11 located in the middle, the outer wall 2 includes a longitudinal wall 2X and a transverse wall 2Y, the outer wall 2 includes a lower wall 21 located below the floor 1-2 and an upper wall 22 located above the floor 1-2, the longitudinal wall 2X includes a lower longitudinal wall 2X1 and an upper longitudinal wall 2X2, the end sections 4 include a transverse wall 2Y located at an end and two longitudinal walls 2X located at two sides, and the middle section 11 includes longitudinal walls 2X located at two sides; the construction device 3 comprises an excavating device 5, a hanging device 3-1 and an assembling device 3-2, wherein the hanging device 3-1 and the assembling device 3-2 are positioned at the top of the building 1, the excavating device 5 comprises an outer wall excavating device 51 and a bottom plate excavating device 52, the outer wall excavating device 51 excavates rock soil at the bottom of the outer wall 2, the bottom plate excavating device 52 excavates rock soil at the bottom of the bottom plate 1-2, the outer wall excavating device 51 and the bottom plate excavating device 52 comprise a chain cutter excavating device 6, the chain cutter excavating device 6 comprises a chain cutter 7 and a driving device 6-1, and the chain cutter 7 comprises a chain 7-1 and a cutter 7-2 arranged on the chain 7-1; the chain cutter 7 comprises an outer wall chain cutter 71 in the outer wall excavating device 51 and a bottom plate chain cutter 72 in the bottom plate excavating device 52, the bottom plate chain cutter 72 is transversely arranged and forms an angle of 90 degrees with a longitudinal wall chain cutter 71X, the driving device 6-1 comprises an outer wall driving device 6-11 and a bottom plate driving device 6-12, the outer wall driving device 6-11 is installed above the outer wall 2, the bottom plate driving device 6-12 is installed above a sinking part of the building 1, the outer wall chain cutter 71 envelopes the outer wall 2 from the top of the sinking part of the building 1, and the bottom plate chain cutter 72 envelopes the bottom plate 1-2 from the top of the sinking part of the building 1; the upper part of the lower longitudinal wall 2X1 comprises a hole 2X-1 which is staggered up and down, the bottom plate chain cutter 72 envelopes the whole section of the sunken part of the building 1 through the hole 2X-1, and the thickness of the lower longitudinal wall 2X1 is more than or equal to the sum of the thicknesses of the upper longitudinal wall 2X2 and the chain cutter 7; the building 1 is assembled in sections in the length direction through the construction device 3; the building 1 is in a suspended state through the hanging device 3-1, the driving device 6-1 is started, the chain cutter 7 at the bottom of the outer wall 2 and the bottom plate 1-2 excavates the rock soil, the chain cutter 7 running from bottom to top brings the excavated rock soil to the top, sinking operation of the building 1 is achieved, the building 1 sinks to a set depth, the chain cutter 7 is drawn out, and then follow-up construction is completed until all construction of the building 1 is completed.

The specification is required to be as follows: the bottom plate excavating device 52 is provided with a hydraulic flushing device inside the building 1, the rock soil is separated from the chain cutter 7 through densely distributed pipelines and spray heads, and then the mud-water mixture is discharged to a sedimentation tank on the ground through the hydraulic unearthing device for mud-water separation, so that water can be reused.

As shown in fig. 4 to 13, an intermediate structure 11-2 of an intermediate section 11 is used as an assembly construction object, the assembly device 3-2 includes a tensioning device 3-2-1, the building 1 includes a plurality of bottom plate modules 1A, a middle plate module 1B, a top plate module 1C, a side wall module 1D and an end wall module 1E, and the building 1 mainly includes the following assembly steps:

1) firstly, the section of the bottom plate module 1A is in a suspended state through a hanging device 3-1, the bottom plate modules 1A are connected into a whole through a tensioning device 3-2 by adopting a tensioning method, and the bottom plate module 1A is placed on the ground;

2) then, the side wall modules 1D, the end wall modules 1E, the side wall modules 1D and the end wall modules 1E, the bottom plate module 1A and the side wall modules 1D, and the bottom plate module 1A and the end wall modules 1E are connected into a whole by using bolt and nut pairs through an assembling device 4;

3) the middle plate module 1B at the section is in a suspended state through a hanging device 3-1, the middle plate module 1B is connected into a whole through a tensioning device 3-2 by adopting a tensioning method, the middle plate module 1B is placed at the tops of the side wall module 1D and the end wall module 1E at the bottom layer, and the tops of the side wall module 1D and the end wall module 1E at the bottom layer are connected into a whole with the bottom of the middle plate module 1B through a bolt and nut pair;

4) finishing the construction of the middle layer of the section except the top plate;

5) the roof module 1C is in a suspended state through the hanging device 3-1, the roof module 1C is connected into a whole through the tensioning device 3-2 by adopting a tensioning method, the roof module 1C is placed at the tops of the top side wall module 1D and the end wall module 1E, the tops of the bottom side wall module 1D and the end wall module 1E are connected into a whole with the bottom of the middle plate module 1B through the bolt and nut pair, and therefore the assembly of the section of the building 1 is completed.

It should be noted that: the bottom plate module 1A, the middle plate module 1B and the top plate module 1C can also be connected by bolt and nut pairs without using a stretching method or using a mixture of the two.

As shown in FIG. 3, the hole 2X-1 in the lower longitudinal wall 2X1 includes an entrance blade plate 2X-1-1, which is crushed by the entrance blade plate 2X-1-1 when the floor chain cutter 72 carries rock soil larger than the gap between the hole 2X-1 and the floor chain cutter 72.

The building 1 sinks to a set depth, and is in a critical state when the buoyancy of groundwater to the building 1 and the friction of rock soil to the building 1 are equal to the self weight of the building 1 including the excavating device 5, and the building 1 is always in a suspension state in the sinking process by weighting the building 1; the upper hole 2X-1 can be set at a specific height, so that the bottom of the building 1 generates buoyancy in the sinking process; the building 1 can sink in sections in the height direction.

As shown in fig. 14, the chain blade 7 includes a link plate 7-3, the link plate 7-3 is mounted on the chain 7-1, and the blade 7-2 is mounted on the link plate 7-3.

As shown in fig. 15, the chain cutter 7 comprises a plurality of groups of tapered strip chain cutters 8, the cutters 7-2 of the strip chain cutters 8 comprise head cutters 8-1 positioned at the front ends, middle cutters 8-2 positioned at the middle ends and scraping plates 8-3 positioned at the tail ends, the head cutters 8-1 comprise long cutters 8-1-1, the middle cutters 8-2 comprise two short cutters 8-2-1, the height of the scraping plates 8-3 is slightly lower than that of the head cutters 8-1 and the middle cutters 8-2, the head cutters 8-1 and the middle cutters 8-2 dig rock soil, and the scraping plates 8-3 bring the dug rock soil to the front; if the width of each group of chain knives is B, the pitch of the chain is T, n middle knives 8-2 are arranged, the length of the short knife 8-2-1 is a, the length of the long knife 8-1-1 is 2a, B = (2 n + 1) a, and the length of each group of strip chain knives 8 is equal to (n + 2) T, so that the length of the upper knife 7-2 of each chain plate 7-3 is equal.

The hanging device 3-1 comprises a steel strand lifting jack 3-1A, the steel strand lifting jack 3-1A synchronously and slowly lifts, the steel strand lifting jack 3-1A adopts a core-penetrating structure hydraulic lifter as a lifting machine tool, wedge-shaped anchors at two ends of the hydraulic lifter have a one-way self-locking effect, when the anchors work tightly, the steel strands can be automatically locked, when the anchors do not work and loose, the steel strands are released, the steel strands can move up and down, the building 1 can be ensured to integrally and synchronously sink in a hanging state, and due to the huge dead weight of the steel strands, the steel strands are difficult to generate deviation, and other deviation rectifying devices are not required to be arranged.

When the chain cutter 7 excavates rock soil, different geological conditions are met by controlling the descending speed of the hanging device 3-1, and when the cutter 7-2 is worn, the cutter is replaced inside or at the top of the building 1; when the cobbles and the boulders are encountered, the cobbles and the boulders are scraped by the knife 7-2 at an extremely slow descending speed.

The building 1 comprises an end section 4, a middle section 11 and interfaces 9 connected between the adjacent middle sections 11, wherein the interfaces 9 comprise a first-sinking wide interface 9-1 and a second-sinking narrow interface 9-2, the wide interface 9-1 and the narrow interface 9-2 are respectively positioned at the left end and the right end of the adjacent two sections, the end section 4 comprises an end structure body 4-1 and an end interface 4-2 positioned at one end, and the middle section 11 comprises a left interface 11-1, a middle structure body 11-2 and a right interface 11-3; the excavating device 5 comprises an interface excavating device 53, the interface excavating device 53 comprises a wide interface excavating device 531 and a narrow interface excavating device 532, the wide interface excavating device 531 excavates rock soil at the bottom of a wide interface 9-1, the narrow interface excavating device 532 excavates rock soil at the bottom of a narrow interface 9-2, the wide interface excavating device 531 and the narrow interface excavating device 532 both comprise a chain cutter excavating device 6, a chain cutter 7 in the wide interface excavating device 531 envelops the wide interface 9-1, and a chain cutter 7 in the narrow interface excavating device 532 envelops the narrow interface 9-2.

It should be noted that: if the end section 4 sinks first, the end interface 4-2 is a wide interface 9-1, and if the end section 4 sinks later, the end interface 4-2 is a narrow interface 9-2; the left interface 11-1 and the right interface 11-3 of the middle section 11 of the first sinking are both wide interfaces 9-1, the left interface 11-1 and the right interface 11-3 of the middle section 11 of the last sinking are both narrow interfaces 9-2, and the other one is a wide interface 9-1 and the other one is a narrow interface 9-2.

The interface 9 comprises a bottomless plate interface 91, a bottomless wide interface 91-1 of the bottomless plate interface 91 comprises a U-shaped narrow outer wall 91-1-1 and a vertical outer wall 91-1-2, the vertical outer wall 91-1-2 comprises a vertical groove 91-1-2-1, the wide interface excavating device 531 comprises a U-shaped narrow outer wall chain cutter 7-531Y and a vertical outer wall chain cutter 7-531X, the U-shaped narrow outer wall chain cutter 7-531Y excavates rock soil at the bottom of the U-shaped narrow outer wall 91-1-1, and the vertical outer wall chain cutter 7-531X excavates rock soil at the bottom of the vertical outer wall 91-1-2; the bottomless narrow connector 91-2 without the bottom plate connector 91 comprises a U-shaped outer wall 91-2-1, the U-shaped outer wall 91-2-1 comprises a U-shaped boss 91-2-1-1, the narrow connector excavating device 532 comprises a U-shaped outer wall chain cutter 7-532Y, the U-shaped outer wall chain cutter 7-532Y excavates rock soil at the bottom of the U-shaped outer wall 91-2-1, and the rear-sinking U-shaped boss 91-2-1-1 is embedded in the first-sinking vertical groove 91-1-2-1.

It should be noted that: the U-shaped narrow outer wall 91-1-1, the vertical outer wall 91-1-2 and the U-shaped outer wall 91-2-1 are components of the outer wall 2; when the bottom surface of the lower longitudinal wall 2X1 is lower than the U-shaped narrow outer wall 91-1-1, the lower longitudinal wall 2X1 is provided with a through hole of the U-shaped outer wall chain cutter, and when the bottom surface of the lower longitudinal wall 2X1 is higher than the U-shaped outer wall 91-1-1, the U-shaped outer wall 91-1-1 is provided with a through hole of the longitudinal wall chain cutter 71X.

The interface 9 comprises a bottom plate interface 92, a bottom wide interface 92-1 of the bottom plate interface 92 comprises a U-shaped wide outer wall 92-1-1, the inner side of the U-shaped wide outer wall 92-1-1 comprises a U-shaped groove 92-1-1, a wide interface excavating device 531 comprises a U-shaped wide outer wall chain cutter 7531Y, and the U-shaped wide outer wall chain cutter 7531Y excavates rock soil at the bottom of the U-shaped wide outer wall 92-1-1; the narrow interface 92-2 with the bottom of the bottom plate interface 92 comprises a U-shaped wall 92-2-1, the U-shaped wall 92-2-1 comprises a boss 92-2-1-1, the narrow interface excavating device 532 comprises a U-shaped outer wall chain cutter 7-532Y, the U-shaped outer wall chain cutter 7-532Y excavates rock soil at the bottom of the U-shaped wall 92-2-1, and the boss 92-2-1-1 sinking backwards is embedded in the U-shaped groove 92-1-1-1 sinking forwards.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "front", "rear", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, only for the convenience of description of the present invention and simplification of description, rather than to indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, therefore, the present invention should not be construed as limited to the embodiments set forth herein, but should be construed broadly, to include, but not be limited to, fixed and removable connections, the components are connected in an integral mode, can be mechanically connected, can be indirectly connected through an intermediate medium, and the specific meaning of the terms in the utility model can be understood through specific conditions.

Furthermore, it should be understood that although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such description is for clarity purposes only, and it is to be understood that all embodiments may be combined as appropriate by one of ordinary skill in the art to form other embodiments as will be apparent to those of skill in the art from the description herein.

Claims (10)

1. A sinking construction device for an assembly type underground building is characterized in that the underground building (1) comprises an outer wall (2), a top plate (1-1), a bottom plate (1-2) and a construction device (3) and consists of end sections (4) positioned at two ends and a middle section (11) positioned in the middle, the outer wall (2) comprises a longitudinal wall (2X) and a transverse wall (2Y), the outer wall (2) comprises a lower wall (21) positioned below the bottom plate (1-2) and an upper wall (22) positioned above the bottom plate (1-2), the longitudinal wall (2X) comprises a lower longitudinal wall (2X 1) and an upper longitudinal wall (2X 2), the end sections (4) comprise the transverse wall (2Y) positioned at the end part and the two longitudinal walls (2X) positioned at two sides, and the middle section (11) comprises the longitudinal walls (2X) positioned at the two sides; the construction device (3) comprises an excavating device (5), a hanging device (3-1) and an assembling device (3-2), wherein the hanging device (3-1) and the assembling device (3-2) are positioned at the top of the building (1), the excavating device (5) comprises an outer wall excavating device (51) and a bottom plate excavating device (52), the outer wall excavating device (51) excavates rock soil at the bottom of the outer wall (2), the bottom plate excavating device (52) excavates rock soil at the bottom of the bottom plate (1-2), the outer wall excavating device (51) and the bottom plate excavating device (52) comprise a chain cutter excavating device (6), the chain cutter excavating device (6) comprises a chain cutter (7) and a driving device (6-1), and the chain cutter (7) comprises a chain (7-1) and a cutter (7-2) installed on the chain (7-1); the chain cutter (7) comprises an outer wall chain cutter (71) in an outer wall excavating device (51) and a bottom plate chain cutter (72) in a bottom plate excavating device (52), the bottom plate chain cutter (72) is transversely arranged and forms an angle of 90 degrees with a longitudinal wall chain cutter (71X), the driving device (6-1) comprises an outer wall driving device (6-11) and a bottom plate driving device (6-12), the outer wall driving device (6-11) is installed above an outer wall (2), the bottom plate driving device (6-12) is installed above a sinking part of a building (1), the outer wall chain cutter (71) envelopes the outer wall (2) from the top of the sinking part of the building (1), and the bottom plate chain cutter (72) envelopes the bottom plate (1-2) from the top of the sinking part of the building (1); the upper part of the lower longitudinal wall (2X 1) comprises holes (2X-1) which are staggered up and down, the bottom plate chain cutter (72) envelopes the whole section of the sinking part of the building (1) through the holes (2X-1), and the thickness of the lower longitudinal wall (2X 1) is more than or equal to the sum of the thicknesses of the upper longitudinal wall (2X 2) and the chain cutter (7); the building (1) is assembled in sections in the length direction through the construction device (3); the building (1) is in a suspended state by the hanging device (3-1).

2. A sinking construction unit for an assembled underground structure according to claim 1, C h a r a C t E r i z E D in that the assembly means (3-2) comprise tensioning means (3-2-1), and that the structure (1) comprises a number of floor modules (1A), middle plate modules (1B), roof modules (1C), side wall modules (1D) and end wall modules (1E).

3. A sinking construction unit for an assembled underground structure according to claim 2, wherein the hole (2X-1) of the lower longitudinal wall (2X 1) includes an entrance blade plate (2X-1-1) through which the floor chain cutter (72) crushes rock soil larger than a gap between the hole (2X-1) and the floor chain cutter (72) when the floor chain cutter (72) carries the rock soil.

4. A sinking construction unit for an assembled underground structure according to claim 3, wherein the structure (1) is sunk to a predetermined depth, and is in a critical state when buoyancy of underground water to the structure (1) and friction of rock soil to the structure (1) are equal to the self weight of the structure (1) including the excavating unit (5), and the structure (1) is always in a suspended state during sinking by applying weight to the structure (1).

5. A sinking construction unit for an assembly type underground building according to claim 4, characterized in that the chain cutter (7) comprises a chain plate (7-3), the chain plate (7-3) is mounted on a chain (7-1), the cutters (7-2) are mounted on the chain plate (7-3), the chain cutter (7) is composed of a plurality of sets of strip-shaped chain cutters (8) in a cone shape, the cutters (7-2) of the strip-shaped chain cutters (8) comprise a head cutter (8-1) at the front end, a middle cutter (8-2) at the middle and a scraping plate (8-3) at the tail end, the head cutter (8-1) comprises a long cutter (8-1-1), the middle cutter (8-2) comprises two short cutters (8-2-1), the height of the scraping plate (8-3) is slightly lower than the heights of the head cutter (8-1) and the middle cutter (8-2), the head cutter (8-1) and the middle cutter (8-2) excavate the rock soil, and the scraper (8-3) brings the excavated rock soil to the front.

6. A sinking construction unit for an assembled underground structure according to claim 5, wherein the suspending means (3-1) comprises a plurality of wire lifting jacks (3-1A), the plurality of wire lifting jacks (3-1A) are synchronously and slowly lifted, and the structure (1) is sunk in a suspended state.

7. A sinking construction unit for an assembled underground structure according to claim 6, wherein the chain cutter (7) is adapted to meet different geological conditions by controlling the lowering speed of the hanger (3-1) when excavating the soil, and is replaced at the top of the structure (1) when the cutter (7-2) is worn.

8. A sinking construction unit for an assembled underground building according to claim 7, characterized in that the building (1) comprises an end section (4) and a middle section (11) and an interface (9) connected between the adjacent middle sections (11), the interface (9) comprises a first sinking wide interface (9-1) and a second sinking narrow interface (9-2), the wide interface (9-1) and the narrow interface (9-2) are respectively positioned at the left end and the right end of the adjacent two sections, the end section (4) comprises an end structure (4-1) and an end interface (4-2) positioned at one end, and the middle section (11) comprises a left interface (11-1), a middle structure (11-2) and a right interface (11-3); the excavating device (5) comprises an interface excavating device (53), the interface excavating device (53) comprises a wide interface excavating device (531) and a narrow interface excavating device (532), the wide interface excavating device (531) excavates rock soil at the bottom of a wide interface (9-1), the narrow interface excavating device (532) excavates rock soil at the bottom of a narrow interface (9-2), the wide interface excavating device (531) and the narrow interface excavating device (532) both comprise chain cutter excavating devices (6), a chain cutter (7) in the wide interface excavating device (531) envelops the wide interface (9-1), and a chain cutter (7) in the narrow interface excavating device (532) envelops the narrow interface (9-2).

9. A sinking construction unit for an assembled underground structure according to claim 8, wherein the port (9) comprises a bottomless port (91), a bottomless wide port (91-1) of the bottomless port (91) comprises a U-shaped narrow outer wall (91-1-1) and a vertical outer wall (91-1-2), the vertical outer wall (91-1-2) comprises a vertical groove (91-1-2-1), the wide port excavating device (531) comprises a U-shaped narrow outer wall link cutter (7-531Y) and a vertical outer wall link cutter (7-531X), the U-shaped narrow outer wall link cutter (7-531Y) excavates the rock soil at the bottom of the U-shaped narrow outer wall (91-1-1), and the vertical outer wall link cutter (7-531X) excavates the rock soil at the bottom of the vertical outer wall (91-1-2); the bottomless narrow connector (91-2) of the bottomless plate connector (91) comprises a U-shaped outer wall (91-2-1), the U-shaped outer wall (91-2-1) comprises a U-shaped boss (91-2-1-1), the narrow connector excavating device (532) comprises a U-shaped outer wall chain cutter (7-532Y), rock soil at the bottom of the U-shaped outer wall (91-2-1) is excavated by the U-shaped outer wall chain cutter (7-532Y), and the U-shaped boss (91-2-1-1) which sinks later is embedded in the vertical groove (91-1-2-1) which sinks earlier.

10. A sinking construction unit for an assembled underground building according to claim 9, wherein the interface (9) comprises a bottom plate interface (92), the bottom wide interface (92-1) with the bottom plate interface (92) comprises a U-shaped wide outer wall (92-1-1), the inner side of the U-shaped wide outer wall (92-1-1) comprises a U-shaped groove (92-1-1-1), the wide interface excavating unit (531) comprises a U-shaped wide outer wall chain cutter (7531Y), and the U-shaped wide outer wall chain cutter (7531Y) excavates rock soil at the bottom of the U-shaped wide outer wall (92-1-1); the narrow interface (92-2) with the bottom plate interface (92) comprises a U-shaped wall (92-2-1), the U-shaped wall (92-2-1) comprises a boss (92-2-1-1), the narrow interface excavating device (532) comprises a U-shaped outer wall chain cutter (7-532Y), the U-shaped outer wall chain cutter (7-532Y) excavates rock soil at the bottom of the U-shaped wall (92-2-1), and the boss (92-2-1-1) which sinks later is embedded in the U-shaped groove (92-1-1-1) which sinks first.

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