CN216765972U - Sinking construction device for bottom on-site construction of upper assembled underground building - Google Patents

Abstract

The utility model discloses a sinking construction device for an upper assembly type underground building for bottom on-site construction, 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 construction device consists of 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, the assembly device completes the sectional assembly of the upper part in the length direction above the bottom part, the hanging device enables the building to be in a hanging state, and starting the driving device, digging rock soil by the chain cutters at the bottoms of the outer wall and the bottom plate, bringing the dug rock soil to the upper part by the chain cutters which run from bottom to top, realizing sinking operation of the building, sinking the building to a set depth, and extracting the chain cutters to complete subsequent construction until all construction of the building is completed.

Description

Sinking construction device for bottom on-site construction of upper 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 constructing an upper assembly type underground building on the bottom site.

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, 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 fact that the eccentric force possibly exists in the self-body or different geological conditions exist in different areas of the bottom, inclination is easy to generate, and once the large amount of the body is inclined, deviation rectification is difficult to achieve;

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 bottom-in-place construction of an upper 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, a pouring device and an assembling device, wherein the hanging device is 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 comprises a bottom and an assembled upper portion, wherein the bottom is cast on the ground in a segmented mode according to the length direction through a casting device, the assembly device is used for completing segmented assembly of the upper portion in the length direction above the bottom, the hanging device is used for enabling the building to be in a hanging state, the driving device is started, chain cutters at the bottoms of the outer wall and the bottom plate excavate the rock soil, the chain cutters running from bottom to top are used for bringing the excavated rock soil to the top, sinking operation of the building is achieved, the building sinks to a set depth, the chain cutters are pulled out, and then follow-up construction is completed until all construction of the building is completed.

As a further scheme of the utility model: the assembling device comprises a tensioning device, the upper portion of the assembling device comprises a plurality of middle plate modules, a top plate module, a side wall module and an end wall module, the longitudinal lengths of the middle plate modules and the top plate module are set to be, the longitudinal length of the side wall module is a plurality of, and the building sinks in sections on the ground through the construction device according to the length direction.

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 connector without the bottom plate connector comprises a U-shaped outer wall, the U-shaped outer wall comprises a U-shaped boss, the narrow connector 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 which sinks later is embedded in the vertical groove which sinks earlier.

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 having the bottom plate interface includes U type wall, and U type wall includes the boss, and narrow interface excavating gear includes U type outer wall chain sword, and U type outer wall chain sword excavates the ground of U type wall bottom, and the boss that sinks afterwards inlays mutually in the U type recess that sinks 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 view of the construction of the rightmost intermediate section 11 beginning a sinking operation with the aid of the digging implement 5 and the hanging implement 3-1 on top of the 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 view of the casting device 3-2 casting the bottom 1A in situ;

FIG. 5 is a side wall module 1BC and an end wall module 1BD are hoisted by a hanging device 3-1, and are all connected and fixed by a bolt and nut pair;

fig. 6 is a schematic structural diagram of the hanging device 3-1 in which all the middle plate modules 1BA are in a hanging state and steel strands are inserted, and the tensioning device 6-1 adopts a tensioning method to tension and anchor the steel strands and connect the middle plate modules 1BA into a whole;

fig. 7 is a schematic structural diagram of the middle plate module 1BA, the side wall module 1BC and the end wall module 1BD integrally connected by bolts and nuts;

fig. 8 is a schematic structural view of all roof modules 1BB in a suspended state by the suspending device 3-1, and through which steel strands are inserted to tension and anchor, and is also a schematic partial structural view of the intermediate structure 11-2;

fig. 9 is a schematic structural view of the side wall module 1BC and the end wall module 1BD at the bottom layer and the bottom of the top plate module 1BB integrally coupled by a bolt and nut pair, and is also a schematic sectional view of the intermediate structure 11-2;

fig. 10 is a schematic view of a part i of fig. 9 enlarged, in which a middle plate module 1BA covers a side wall module 1BC at the bottom layer, and is fixedly connected by a bolt and nut pair, and a concave-convex embedded interface is arranged in the middle to increase the connection strength and the waterproof effect;

FIG. 11 is a schematic view of the chain 7-1 of the chain knife 7 being a ring chain, and the knife 7-2 being mounted on the link plate 7-3;

fig. 12 is a schematic structural view of the strip-shaped chain cutter 8, and is also a schematic structural view of the strip-shaped chain cutter 8 using a roller chain as a chain;

FIG. 13 is a schematic view of the structure of the rear sinking U-shaped projection 91-2-1-1 embedded in the front sinking vertical groove 91-1-2-1;

FIG. 14 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. 15 is a schematic view of the configuration of the wide bottom interface 92-1;

FIG. 16 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. 17 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 bottom; 1B is the upper part; 1BA is a middle plate module; 1BB is a ceiling module; 1BC is a sidewall module; 1BD 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; 2X-1-1 is an inlet blade plate; 2X1 is lower vertical wall; 2X2 is upper vertical wall; 2Y is a transverse wall; 3 is a construction device; 3-1 is a hanging device; 3-1A is a steel strand lifting jack; 3-2, a pouring device; 3-3 is an assembly device; 3-3-1 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 cutter chain in the floor digging implement 52; 7-531X is a vertical outer wall chain cutter; 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, and not all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.

Referring to fig. 1 to 17, 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 both 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 both sides, and the middle section 11 includes longitudinal walls 2X located at both sides; the construction device 3 comprises an excavating device 5, a hanging device 3-1 positioned at the top of the building 1, a pouring device 3-2 and an assembling device 3-3, wherein 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 sinking 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 thickness of the upper longitudinal wall 2X2 and the thickness of the chain cutter 7; the building 1 comprises a bottom 1A and an assembled upper portion 1B which are constructed on site, the bottom 1A is cast on the ground in a segmented mode according to the length direction through a casting device 3-2, segmented assembly of the upper portion 1B in the length direction is completed above the bottom 1A through an assembly device 3-3, the building 1 is in a suspension state through a hanging device 3-1, a driving device 6-1 is started, chain cutters 7 at the bottoms of an outer wall 2 and a bottom plate 1-2 dig rock soil, the dug rock soil is brought to the upper portion through the chain cutters 7 which run from bottom to top, sinking operation of the building 1 is achieved, the building 1 sinks to a set depth, and the chain cutters 7 are pulled out to complete subsequent construction until all construction of the building 1 is completed.

The specification is 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 10, an intermediate structure 11-2 of an intermediate section 11 is used as an assembly construction object, an assembly apparatus 3-3 includes a tensioning apparatus 3-3-1, an upper portion 1B includes a plurality of intermediate plate modules 1BA, a top plate module 1BB, a side wall module 1BC and an end wall module 1BD, the longitudinal lengths of the intermediate plate modules 1BA and the top plate module 1BB are set to a, the longitudinal length of the side wall module 1BC is set to a plurality of a, the building 1 is constructed on the ground section by section through the construction apparatus 3 in the length direction, and sinks section by section, and the main construction steps of each section of the building 1 in the height direction are as follows:

1) completing construction of the bottom 1A of the section by a pouring device 3-2;

2) the side wall modules 1BC, the end wall modules 1BD and the side wall modules 1BC and the end wall modules 1BD at the bottom layer are connected into a whole by a construction device 3 through bolt and nut pairs;

3) the bottom 1A and the side wall module 1BC and the bottom 1A and the end wall module 1BD are connected into a whole by bolt and nut pairs or welding;

4) all middle plate modules 1BA of the section are in a suspended state through a hanging device 3-1, the middle plate modules 1BA are connected into a whole through a tensioning device 3-3-1 by adopting a tensioning method, the middle plate modules 1BA are placed at the tops of the side wall modules 1BC and the end wall modules 1BD at the bottom layer, and the tops of the side wall modules 1BC and the end wall modules 1BD at the bottom layer and the bottom of the middle plate modules 1BA are connected into a whole through bolt and nut pairs;

5) completing the construction of all the middle layers except the top plate;

6) all the top plate modules 1BB of the section are in a suspended state through the hanging device 3-1, the top plate modules 1BB are connected into a whole through the tensioning device 3-3-1 by adopting a tensioning method, the top plate modules 1BB are placed at the tops of the top side wall modules 1BC and the end wall modules 1BD, the tops of the top side wall modules 1BC and the end wall modules 1BD of the top layer and the bottoms of the top plate modules 1BB are connected into a whole through bolt and nut pairs, and therefore the assembly of the building 1 is completed;

7) the hanging device 3-1 enables the building 1 to be in a hanging state, the building 1 is made to sink through the digging device 5, and the chain cutter 7 is pulled out to be grouted until all construction is completed.

It should be noted that: the bottom 1A comprises a cast-in-place bottom plate, a bottommost layer and a steel structure bottom; the middle plate module 1BA and the top plate module 1BB can also be connected by adopting a bolt and nut pair without using a stretching method.

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. 11, the chain knife 7 includes a link plate 7-3, the link plate 7-3 is mounted on the chain 7-1, and the knife 7-2 is mounted on the link plate 7-3.

As shown in fig. 12, 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 a head cutter 8-1 positioned at the front end, a middle cutter 8-2 positioned in the middle and a scraper 8-3 positioned 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 scraper 8-3 is slightly lower than that of the head cutter 8-1 and the middle cutter 8-2, the head cutter 8-1 and the middle cutter 8-2 excavate rock soil, and the scraper 8-3 brings the excavated 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 function, when the anchors work tightly, the steel strands can be automatically locked, when the anchors do not work 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 deviate, 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 envelopes the wide interface 9-1, and a chain cutter 7 in the narrow interface excavating device 532 envelopes 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 the wide interface 9-1 and the other one is the 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, 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 rear sunken U-shaped boss 91-2-1-1 is embedded in the first sunken 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 digging device 532 comprises a U-shaped outer wall chain cutter 7-532Y, the U-shaped outer wall chain cutter 7-532Y digs 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 for simplicity 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 being limited thereto, and it should be noted that the terms "mounted" and "connected" should be interpreted broadly, for example, as being able to be fixedly connected, detachably connected, or integrally formed, mechanically connected or indirectly connected through an intermediate, and the specific meaning of the terms in the utility model can be understood through specific situations.

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 upper assembly type underground building constructed on site at the bottom 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 two longitudinal walls (2X) positioned at two sides, and the middle section (11) comprises the longitudinal walls (2X) positioned at two sides; the construction device (3) comprises an excavating device (5), a hanging device (3-1) located at the top of the building (1), a pouring device (3-2) and an assembling device (3-3), wherein 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 cutters (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 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 (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) comprises a bottom (1A) and an assembled upper part (1B) which are constructed on site, the bottom (1A) is cast in sections on the ground according to the length direction through a casting device (3-2), the assembly device (3-3) completes the section assembly of the upper part (1B) in the length direction above the bottom (1A), and the building (1) is in a suspension state through a hanging device (3-1).

2. The sinking construction equipment of claim 1 for bottom field construction of upper fabricated underground building, characterized in that the said assembly equipment (3-3) includes tension equipment (3-3-1), the upper part (1B) includes several middle plate modules (1 BA), roof module (1 BB), side wall modules (1 BC) and end wall modules (1 BD), the longitudinal length of middle plate module (1 BA) and roof module (1 BB) is a, the longitudinal length of side wall module (1 BC) is several a, the building (1) is divided into segments and sinks by segments on the ground through construction equipment (3) according to the length direction.

3. A sinking construction unit for constructing an upper fabricated underground structure at the bottom site according to claim 2, wherein the hole (2X-1) of the lower longitudinal wall (2X 1) 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 a gap between the hole (2X-1) and the floor chain cutter (72).

4. The sinking construction unit for the upper fabricated underground building constructed at the bottom of the site according to claim 3, wherein the building (1) is sunk to a predetermined depth, and is in a critical state when buoyancy of groundwater to the building (1) and friction of rock soil to the building (1) are equal to the self weight of the building (1) including the excavating means (5), and the building (1) is always in a suspended state during the sinking by applying weight to the building (1).

5. A sinking construction device for bottom-on-site construction of an upper fabricated underground building according to claim 4, characterized in that the chain knives (7) comprise chain plates (7-3), the chain plates (7-3) are mounted on the chain (7-1), the knives (7-2) are mounted on the chain plates (7-3), the chain knives (7) are composed of a plurality of groups of tapered strip chain knives (8), the knives (7-2) of the strip chain knives (8) comprise a head knife (8-1) at the front end, a middle knife (8-2) at the middle and a scraping knife (8-3) at the tail end, the head knife (8-1) comprises a long knife (8-1-1), the middle knife (8-2) comprises two short knives (8-2-1), and the scraping knife (8-3) is slightly lower than the head knife (8-1) and the middle knife (8-2) The height, head cutter (8-1) and middle cutter (8-2) excavate the rock soil, and the scraper (8-3) brings the excavated rock soil to the front.

6. The sinking construction unit for the upper fabricated underground building for the bottom in situ construction according to claim 5, wherein the hanging means (3-1) comprises a plurality of strand elevating jacks (3-1A), the plurality of strand elevating jacks (3-1A) are synchronously and slowly elevated, and the building (1) is sunk in a suspended state.

7. A sinking construction unit for bottom-in-place construction of an upper fabricated 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. The sinking construction unit for the upper assembled underground building for the bottom field construction according to claim 7, wherein the building (1) comprises end sections (4) and middle sections (11) and interfaces (9) connected between the adjacent middle sections (11), 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 sections (4) comprise end structures (4-1) and end interfaces (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. The sinking construction apparatus for bottom-working an upper fabricated underground building according to claim 8, the connector is characterized in that the connector (9) comprises a bottomless plate connector (91), a bottomless wide connector (91-1) without the bottomless plate connector (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 connector 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) 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. The sinking construction device for bottom field construction of the upper fabricated 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 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 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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