CN114687574A - Foundation pit protection system based on deep foundation pit excavation and protection analysis method - Google Patents

Foundation pit protection system based on deep foundation pit excavation and protection analysis method Download PDF

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Publication number
CN114687574A
CN114687574A CN202210455790.7A CN202210455790A CN114687574A CN 114687574 A CN114687574 A CN 114687574A CN 202210455790 A CN202210455790 A CN 202210455790A CN 114687574 A CN114687574 A CN 114687574A
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China
Prior art keywords
foundation pit
base
rods
groove
protective net
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CN202210455790.7A
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Chinese (zh)
Inventor
何航达
沈佳萍
张永庆
朱夏辉
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Triumpher Steel Structure Group Co ltd
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Triumpher Steel Structure Group Co ltd
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Priority to CN202210455790.7A priority Critical patent/CN114687574A/en
Publication of CN114687574A publication Critical patent/CN114687574A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/009Footing elements for fence posts or fence sections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

The invention discloses a foundation pit protection system based on deep foundation pit excavation and a protection analysis method, wherein the foundation pit excavation comprises an excavated foundation pit, protection devices are arranged around the top of the foundation pit, each protection device comprises a base, a protection net is arranged above each base, and a height adjusting mechanism is arranged inside each base; the height adjusting mechanism comprises a bidirectional screw rod rotatably connected to the left side and the right side of the inner wall of the base, moving blocks are in threaded connection with the left side and the right side of the outer surface of the bidirectional screw rod, a lifting plate is slidably connected between the inner walls of the base, and first rotating rods are rotatably connected to the front side and the rear side of the top of the moving block on the left side. According to the foundation pit protection system based on deep foundation pit excavation and the protection analysis method, the rapid disassembly and assembly of the protection net are realized through the arrangement of the disassembly and assembly mechanism, so that the protection net is convenient to clean and maintain, and the service life of the protection net is prolonged.

Description

Foundation pit protection system based on deep foundation pit excavation and protection analysis method
Technical Field
The invention relates to the technical field of foundation pit protection, in particular to a foundation pit protection system based on deep foundation pit excavation and a protection analysis method.
Background
The foundation pit is a soil pit excavated at the design position of the foundation according to the elevation of the foundation and the plane size of the foundation. Before excavation, an excavation scheme is determined according to geological and hydrological data and the conditions of buildings nearby the site, and waterproof drainage work is performed. The person who is not excavated can use the method of putting the side slope to stabilize the earth slope, and the size of the slope is determined according to the relevant construction regulations. When a deeper foundation pit and a building adjacent to the deeper foundation pit are excavated, a foundation pit wall supporting method, a concrete-sprayed wall protecting method and a large foundation pit are used, and even an underground continuous wall and a columnar column type bored pile are used for interlocking, so that an outer soil layer is prevented from collapsing; for those who have no influence on nearby buildings, the underground water level can be reduced by a well point method, and slope releasing open cut is adopted; in cold regions, natural cold freezing method can be adopted for excavation and the like.
The foundation ditch is after the excavation, in order to avoid dropping of soil stone and the potential safety hazard that reduces the passerby, need protect, but current protection net fence height can't be adjusted, and the practicality is lower, and the protection network can not dismantle the clearance in addition, and single protection net fence is blown down by wind after placing easily in addition, can not carry out quick erection joint between a plurality of protection net fences, to this we have provided a foundation ditch protection system and protection analytic method based on deep basal pit excavation to solve above-mentioned problem.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a foundation pit protection system based on deep foundation pit excavation and a protection analysis method, and solves the problems that the height of the existing protection net fence cannot be adjusted, the practicability is low, the protection net fence cannot be disassembled and cleaned, a single protection net fence is easily blown down by wind after being placed, and a plurality of protection net fences cannot be installed and connected quickly.
In order to achieve the purpose, the invention is realized by the following technical scheme: the foundation pit protection system based on deep foundation pit excavation comprises an excavated foundation pit, wherein protection devices are arranged around the top of the foundation pit, each protection device comprises a base, a protection net is arranged above the base, and a height adjusting mechanism is arranged inside the base; the height adjusting mechanism comprises a bidirectional screw rod which is rotatably connected to the left side and the right side of the inner wall of a base, moving blocks are respectively in threaded connection with the left side and the right side of the outer surface of the bidirectional screw rod, a lifting plate is slidably connected between the inner walls of the base, the front side and the rear side of the top of the moving block on the left side are respectively rotatably connected with a first rotating rod, the front side and the rear side of the top of the moving block on the right side are respectively rotatably connected with a second rotating rod, the two first rotating rods and the second rotating rods are respectively connected through a rotating shaft, the top ends of the two first rotating rods and the second rotating rods are respectively rotatably connected with the bottom of the lifting plate, baffle plates are respectively fixedly connected with the left side and the right side of the outer surface of the bidirectional screw rod, opposite sides of the two moving blocks are respectively in contact with one side of the baffle plates, a first bevel gear is fixedly connected to the outer surface of the bidirectional screw rod, a cross rod is rotatably connected to the front side of the base, and the rear end of the cross rod penetrates through the base and extends into the base, a second bevel gear is fixedly connected to the rear end of the cross rod, the first bevel gear is meshed with the second bevel gear, a rotating handle is fixedly connected to the front end of the cross rod, and a disassembling and assembling mechanism is arranged between the lifting plate and the protective net; the disassembling and assembling mechanism comprises a groove arranged at the top of the lifting plate, the bottom of the protective net penetrates through the groove and extends to the inside of the groove, the equal fixedly connected with in the left and right sides at lifter plate top erects the piece, the circular slot has all been seted up to the left and right sides of protection network, two the equal sliding connection in one side that erects the piece and keep away from mutually has the inserted bar, two the cross slot has all been seted up to the opposite side of erectting the piece, two the looks remote site of inserted bar all runs through the cross slot and extends to the inside of circular slot, two the equal fixedly connected with plectane of surface of inserted bar, two the surface of plectane all with the internal surface sliding connection of cross slot, two the surface of inserted bar all overlaps and is equipped with first spring, two the looks remote site of first spring all with one side fixed connection of plectane, two the one end that first spring kept away from mutually all is connected with the internal surface fixed connection of cross slot, two the equal fixedly connected with round handle of one end that the inserted bar kept away from mutually.
Preferably, two opposite sides of the base are provided with connecting assemblies, and each connecting assembly comprises an insert block fixedly connected to the left side of the base.
Preferably, the square groove has been seted up on the right side of base, the left side of inserted block runs through the square groove and extends to the inside of square groove.
Preferably, the top of the inserting block is provided with a slot, and the right side of the top of the base is slidably connected with a vertical rod.
Preferably, the bottom end of the vertical rod penetrates through the base and extends to the inside of the square groove, and the top end of the vertical rod is fixedly connected with the fixing block.
Preferably, the outer surface of the vertical rod is sleeved with a second spring, and the top end of the second spring is fixedly connected with the bottom of the fixing block.
Preferably, the bottom end of the second spring is fixedly connected with the top of the base, and the bottom end of the vertical rod penetrates through the slot and extends into the slot.
Preferably, the vertical rod is matched with the slot in size, and the inserted rod is matched with the circular slot in size.
The invention also discloses a foundation pit protection analysis method based on deep foundation pit excavation, which specifically comprises the following steps:
s1, firstly pulling the two round handles to enable the two round handles to drive the two inserting rods to slide backwards, meanwhile, the two inserting rods drive the circular plates to slide backwards along the inner surfaces of the transverse grooves, meanwhile, the two circular plates start to extrude and compress the first springs, finally, the two inserting rods completely slide into the transverse grooves, further inserting the protective net into the grooves, further loosening the two round handles, driving the two inserting rods to slide oppositely when the first springs reset under the action of the elastic force of the first springs, finally enabling the two inserting rods to slide into the circular grooves, further mounting the protective net, pulling the two round handles again, and taking out the protective net to achieve dismounting;
s2, rotating the rotating handle to enable the rotating handle to drive the cross rod to rotate, meanwhile, the cross rod drives the second bevel gear to rotate, meanwhile, the second bevel gear drives the first bevel gear to rotate, meanwhile, the first bevel gear drives the bidirectional screw rod to rotate, meanwhile, the bidirectional screw rod drives the two moving blocks to move oppositely, simultaneously, the two moving blocks drive the two first rotating rods and the two second rotating rods to rotate and rise, the two first rotating rods and the two second rotating rods drive the lifting plate and the protective net to rise, the two baffle plates can limit the moving blocks, and the protective net can be lowered by rotating the rotating handle in the reverse direction, so that the height of the protective net can be adjusted;
s3, butt joint the left side of one base with the right side of another base, simultaneously make the inserted block inject the inside of square groove, further stimulate the fixed block, make the fixed block drive montant upwards slide, begin tensile second spring simultaneously, inject the square groove completely when the inserted block, further loosen the fixed block, receive the effect of second spring elasticity, drive two montants and inject the inside of slot when the second spring resets, thereby realize the erection joint of two bases and protection network.
Preferably, the protective net is matched with the groove in size, and the inserting block is matched with the square groove in size.
Advantageous effects
The invention provides a foundation pit protection system based on deep foundation pit excavation and a protection analysis method. Compared with the prior art, the method has the following beneficial effects:
(1) the foundation pit protection system and the protection analysis method based on deep foundation pit excavation enable the two round handles to drive the two inserted rods to slide back to back by pulling the two round handles, meanwhile, the two inserted bars drive the circular plates to slide along the inner surfaces of the transverse grooves in a back-to-back manner, the two circular plates start to extrude and compress the first spring, finally the two inserted bars completely slide into the transverse grooves, the protective net is further inserted into the grooves, the two circular handles are further loosened, under the elastic force of the first spring, the first spring drives the two inserted bars to slide in opposite directions while resetting, and finally the two inserted bars slide into the circular grooves, thereby realizing the installation of the protective net, pulling the two round handles again, taking out the protective net to realize the disassembly, through the setting of dismouting mechanism, realized the quick assembly disassembly of protection network to the convenience is cleared up the protection network and is maintained, has prolonged the life of protection network.
(2) The foundation pit protection system and the protection analysis method based on deep foundation pit excavation enable the rotating handle to drive the cross rod to rotate through rotating the rotating handle, meanwhile, the cross bar drives the second bevel gear to rotate, the second bevel gear drives the first bevel gear to rotate, meanwhile, the first bevel gear drives the bidirectional screw rod to rotate, and simultaneously the bidirectional screw rod drives the two moving blocks to move oppositely, meanwhile, the two moving blocks drive the two first rotating rods and the two second rotating rods to rotate and rise, the two first rotating rods and the two second rotating rods drive the lifting plate and the protective net to rise, the two baffle plates can limit the moving blocks, the handle is rotated reversely, the protective net can be lowered, thereby realize the regulation of protection network height, through the setting of increaseing the mechanism, realized the regulation of protection network height, satisfied the use under the different environment, convenient operation moreover, the practicality is very strong.
(3) This foundation ditch protection system and protection analytic method based on deep basal pit excavation, through the left side butt joint with the right side of another base with the left side of a base, make the inserted block inject the inside of square groove simultaneously, further stimulate the fixed block, make the fixed block drive the montant upwards slip, begin tensile second spring simultaneously, inject the square groove in the inserted block completely, further loosen the fixed block, receive second spring elastic force effect, the inside that drives two montants and inject the slot when the second spring resets, thereby realize the erection joint of two bases and protection network, through coupling assembling's setting, quick erection joint between a plurality of bases and the protection network has been realized, conveniently link together a plurality of protection networks side by side, avoided single protection network fence to be in the condition that the back is easily blown down by wind after placing, the anti-wind power has been strengthened.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a view showing a state in which two bases of the present invention are connected;
FIG. 3 is a view of the present invention showing two bases separated;
FIG. 4 is a cross-sectional view of a base of the present invention;
FIG. 5 is a diagram showing a state in which the elevating plate is separated from the protection net according to the present invention;
FIG. 6 is a cross-sectional view of a riser block of the present invention;
FIG. 7 is an enlarged view of a portion of the invention at A in FIG. 1;
FIG. 8 is a perspective view of a portion of the present invention;
FIG. 9 is a diagram illustrating a state of the stem and the socket of the present invention;
FIG. 10 is a diagram illustrating a state in which the stem is separated from the socket.
In the figure: 1-foundation pit, 2-protective device, 3-base, 4-protective net, 5-heightening mechanism, 51-bidirectional screw rod, 52-moving block, 53-lifting plate, 54-first rotating rod, 55-second rotating rod, 56-baffle, 57-first bevel gear, 58-cross rod, 59-second bevel gear, 510-rotating handle, 511-disassembling and assembling mechanism, 5111-groove, 5112-vertical block, 5113-circular groove, 5114-inserted rod, 5115-horizontal groove, 5116-circular plate, 5117-first spring, 5118-circular handle, 6-connecting assembly, 61-inserted block, 62-square groove, 63-inserted groove, 64-vertical rod, 65-fixed block and 66-second spring.
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 of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.
Referring to fig. 1-10, the present invention provides a technical solution: the foundation pit protection system based on deep foundation pit excavation comprises an excavated foundation pit 1, protection devices 2 are arranged around the top of the foundation pit 1, each protection device 2 comprises a base 3, a protection net 4 is arranged above each base 3, the protection nets 4 can prevent pedestrians from falling off and prevent soil and stones from falling off, and a height-adjusting mechanism 5 is arranged inside each base 3; the height adjusting mechanism 5 comprises a bidirectional screw rod 51 rotatably connected to the left side and the right side of the inner wall of the base 3, moving blocks 52 are respectively in threaded connection with the left side and the right side of the outer surface of the bidirectional screw rod 51, a lifting plate 53 is slidably connected between the inner walls of the base 3, a first rotating rod 54 is rotatably connected to the front side and the rear side of the top of the left side moving block 52, a second rotating rod 55 is rotatably connected to the front side and the rear side of the top of the right side moving block 52, the two first rotating rods 54 and the second rotating rod 55 are connected through rotating shafts, the top ends of the two first rotating rods 54 and the second rotating rod 55 are rotatably connected with the bottom of the lifting plate 53, baffles 56 are respectively and fixedly connected to the left side and the right side of the outer surface of the bidirectional screw rod 51, the baffles 56 can limit the two moving blocks 52 to prevent the two moving blocks 52 from excessively moving in opposite directions, opposite sides of the moving blocks 52 are both contacted with one side of the baffles 56, and first bevel gears 57 are fixedly connected to the outer surface of the bidirectional screw rod 51, a cross bar 58 is rotatably connected to the front side of the base 3, the rear end of the cross bar 58 penetrates through the base 3 and extends into the base 3, a second bevel gear 59 is fixedly connected to the rear end of the cross bar 58, the first bevel gear 57 is meshed with the second bevel gear 59, a rotating handle 510 is fixedly connected to the front end of the cross bar 58, and a disassembling and assembling mechanism 511 is arranged between the lifting plate 53 and the protective net 4; the disassembling and assembling mechanism 511 comprises a groove 5111 arranged at the top of a lifting plate 53, the bottom of the protective net 4 penetrates through the groove 5111 and extends into the groove 5111, the left side and the right side of the top of the lifting plate 53 are fixedly connected with vertical blocks 5112, the left side and the right side of the protective net 4 are both provided with circular grooves 5113, one sides, far away from the two vertical blocks 5112, of the two vertical blocks 5114 are both connected with an inserted rod 5114 in a sliding manner, opposite sides of the two vertical blocks 5112 are both provided with a transverse groove 5115, opposite ends of the two inserted rods 5114 are both penetrated through the transverse groove 5115 and extend into the circular grooves 5113, the outer surfaces of the two inserted rods 5114 are both fixedly connected with circular plates 5116, the outer surfaces of the two circular plates 5116 are both connected with the inner surface of the transverse groove 5115 in a sliding manner, the outer surfaces of the two inserted rods 5114 are both sleeved with first springs 5117, opposite ends of the two first springs 5117 are both fixedly connected with one side of the circular plates 5116, one ends, far away from the two first springs 5117 are both fixedly connected with the inner surface of the transverse groove 5115, the ends of the two inserting rods 5114 far away from each other are fixedly connected with a round handle 5118, the opposite sides of the two bases 3 are provided with connecting assemblies 6, each connecting assembly 6 comprises an inserting block 61 fixedly connected to the left side of the corresponding base 3, the right side of the corresponding base 3 is provided with a square groove 62, the left side of each inserting block 61 penetrates through the corresponding square groove 62 and extends into the corresponding square groove 62, the top of each inserting block 61 is provided with a slot 63, the right side of the top of the corresponding base 3 is slidably connected with a vertical rod 64, the bottom end of each vertical rod 64 penetrates through the corresponding base 3 and extends into the corresponding square groove 62, the top end of each vertical rod 64 is fixedly connected with a fixing block 65, the outer surface of each vertical rod 64 is sleeved with a second spring 66, the top end of each second spring 66 is fixedly connected with the bottom of the corresponding fixing block 65, the bottom end of each second spring 66 is fixedly connected with the top of the corresponding base 3, the bottom end of each vertical rod 64 penetrates through the corresponding slot 63 and extends into the corresponding slot 63, and the size of the corresponding slot 63, the plug 5114 is adapted to the size of the circular groove 5113.
The invention also discloses a foundation pit protection analysis method based on deep foundation pit excavation, which specifically comprises the following steps:
s1, first pulling the two round handles 5118 to make the two round handles 5118 drive the two insertion rods 5114 to slide back to back, at the same time, the two insertion rods 5114 drive the circular plate 5116 to slide back along the inner surface of the transverse groove 5115, at the same time, the two circular plates 5116 start to compress the first spring 5117, finally, the two insertion rods 5114 completely slide into the transverse groove 5115, further inserting the protection net 4 into the groove 5111, further loosening the two round handles 5118, under the elastic action of the first spring 5117, the first spring 5117 resets and simultaneously drives the two insertion rods 5114 to slide opposite to each other, and finally, the two insertion rods 5114 slide into the circular groove 5113 to realize the installation of the protection net 4, and pulling the two round handles 5118 again to take out the protection net 4 to realize the disassembly;
s2, the rotating handle 510 is rotated, so that the rotating handle 510 drives the cross bar 58 to rotate, the cross bar 58 drives the second bevel gear 59 to rotate, the second bevel gear 59 drives the first bevel gear 57 to rotate, the first bevel gear 57 drives the bidirectional lead screw 51 to rotate, the bidirectional lead screw 51 drives the two moving blocks 52 to move oppositely, the two moving blocks 52 drive the two first rotating rods 54 and the two second rotating rods 55 to rotate and rise, the two first rotating rods 54 and the second rotating rods 55 drive the lifting plate 53 and the protective net 4 to rise, the two baffles 56 can limit the moving blocks 52, and the rotating handle 510 is rotated reversely, so that the protective net 4 can be lowered, and the height of the protective net 4 can be adjusted;
s3, the left side of one base 3 is butted with the right side of the other base 3, meanwhile, the insert block 61 is inserted into the square groove 62, the fixing block 65 is further pulled, the fixing block 65 drives the vertical rod 64 to slide upwards, meanwhile, the second spring 66 begins to be stretched, when the insert block 61 is completely inserted into the square groove 62, the fixing block 65 is further loosened, the fixing block is under the elastic action of the second spring 66, the second spring 66 resets and simultaneously drives the two vertical rods 64 to be inserted into the inner portions of the slots 63, therefore, the two bases 3 and the protective net 4 are installed and connected, the protective net 4 is matched with the size of the groove 5111, and the insert block 61 is matched with the size of the square groove 62.
And those not described in detail in this specification are well within the skill of those in the art.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (10)

1. Foundation ditch protection system based on deep basal pit excavation, including excavation foundation ditch (1), its characterized in that: the protection device (2) is arranged around the top of the foundation pit (1), the protection device (2) comprises a base (3), a protective net (4) is arranged above the base (3), and a height adjusting mechanism (5) is arranged inside the base (3);
the height adjusting mechanism (5) comprises a bidirectional screw rod (51) rotatably connected to the left side and the right side of the inner wall of a base (3), moving blocks (52) are respectively connected to the left side and the right side of the outer surface of the bidirectional screw rod (51) in a threaded manner, a lifting plate (53) is slidably connected between the inner wall of the base (3), the front side and the rear side of the top of the moving block (52) on the left side are respectively rotatably connected with a first rotating rod (54), the front side and the rear side of the top of the moving block (52) on the right side are respectively rotatably connected with a second rotating rod (55), the two first rotating rods (54) and the second rotating rods (55) are respectively connected through rotating shafts, the top ends of the two first rotating rods (54) and the second rotating rods (55) are respectively rotatably connected with the bottom of the lifting plate (53), baffle plates (56) are respectively fixedly connected to the left side and the right side of the outer surface of the bidirectional screw rod (51), and opposite sides of the two moving blocks (52) are respectively contacted with one side of the baffle plates (56), the outer surface of the bidirectional screw rod (51) is fixedly connected with a first bevel gear (57), the front side of the base (3) is rotatably connected with a cross rod (58), the rear end of the cross rod (58) penetrates through the base (3) and extends into the base (3), the rear end of the cross rod (58) is fixedly connected with a second bevel gear (59), the first bevel gear (57) is meshed with the second bevel gear (59), the front end of the cross rod (58) is fixedly connected with a rotating handle (510), and a dismounting mechanism (511) is arranged between the lifting plate (53) and the protective net (4);
the disassembly and assembly mechanism (511) comprises a groove (5111) formed in the top of a lifting plate (53), the bottom of the protective net (4) penetrates through the groove (5111) and extends to the inside of the groove (5111), vertical blocks (5112) are fixedly connected to the left side and the right side of the top of the lifting plate (53), circular grooves (5113) are formed in the left side and the right side of the protective net (4), two insertion rods (5114) are slidably connected to one sides, away from the vertical blocks (5112), two transverse grooves (5115) are formed in the opposite sides of the vertical blocks (5112), opposite ends of the two insertion rods (5114) penetrate through the transverse grooves (5115) and extend to the inside of the circular grooves (5113), two circular plates (5116) are fixedly connected to the outer surfaces of the insertion rods (5114), the outer surfaces of the two circular plates (5116) are slidably connected to the inner surfaces of the transverse grooves (5115), and first springs (5117) are sleeved on the outer surfaces of the two insertion rods (5114), opposite ends of the two first springs (5117) are fixedly connected with one side of a circular plate (5116), ends, far away from the two first springs (5117), are fixedly connected with the inner surface of the transverse groove (5115), and ends, far away from the two insertion rods (5114), are fixedly connected with a circular handle (5118).
2. The deep foundation pit excavation-based foundation pit protection system of claim 1, wherein: two the opposite side of base (3) is provided with coupling assembling (6), coupling assembling (6) are including fixed connection at base (3) left plug block (61).
3. The deep foundation pit excavation-based foundation pit protection system of claim 2, wherein: square groove (62) have been seted up on the right side of base (3), square groove (62) and the inside that extends to square groove (62) are run through to the left side of inserted block (61).
4. The deep foundation pit excavation-based foundation pit protection system of claim 2, wherein: the top of the insert block (61) is provided with an insertion groove (63), and the right side of the top of the base (3) is slidably connected with a vertical rod (64).
5. The deep foundation pit excavation-based foundation pit protection system of claim 4, wherein: the bottom end of the vertical rod (64) penetrates through the base (3) and extends to the inside of the square groove (62), and the top end of the vertical rod (64) is fixedly connected with a fixing block (65).
6. The deep foundation pit excavation-based foundation pit protection system of claim 4, wherein: the outer surface cover of montant (64) is equipped with second spring (66), the top and the bottom fixed connection of fixed block (65) of second spring (66).
7. The deep foundation pit excavation-based foundation pit protection system of claim 6, wherein: the bottom end of the second spring (66) is fixedly connected with the top of the base (3), and the bottom end of the vertical rod (64) penetrates through the slot (63) and extends into the slot (63).
8. The deep foundation pit excavation-based foundation pit protection system of claim 4, wherein: the vertical rod (64) is matched with the size of the slot (63), and the inserted rod (5114) is matched with the size of the circular slot (5113).
9. A foundation pit protection analysis method based on deep foundation pit excavation is characterized by comprising the following steps: the method specifically comprises the following steps:
s1, firstly pulling the two round handles (5118) to enable the two round handles (5118) to drive the two inserting rods (5114) to slide backwards, meanwhile, the two inserting rods (5114) drive the circular plate (5116) to slide backwards along the inner surface of the transverse groove (5115), meanwhile, the two circular plates (5116) start to extrude and compress the first spring (5117), finally, the two inserting rods (5114) completely slide into the transverse groove (5115), further inserting the protective net (4) into the groove (5111), further loosening the two round handles (5118), and under the elastic action of the first spring (5117), the first spring (5117) resets and simultaneously drives the two inserting rods (5114) to slide backwards, finally, enabling the two inserting rods (5114) to slide into the circular groove (5113), so that the protective net (4) is installed, pulling the two round handles (5118) again to take out the protective net (4) to achieve disassembly;
s2, the rotating handle (510) is rotated to enable the rotating handle (510) to drive the cross rod (58) to rotate, meanwhile, the cross rod (58) drives the second bevel gear (59) to rotate, meanwhile, the second bevel gear (59) drives the first bevel gear (57) to rotate, meanwhile, the first bevel gear (57) drives the bidirectional screw rod (51) to rotate, meanwhile, the bidirectional screw rod (51) drives the two moving blocks (52) to move oppositely, simultaneously, the two moving blocks (52) drive the two first rotating rods (54) and the second rotating rods (55) to rotate and rise, the two first rotating rods (54) and the second rotating rods (55) drive the lifting plate (53) and the protective net (4) to rise, the two baffles (56) can limit the moving blocks (52), and the protective net (4) can be lowered by rotating the rotating handle (510) reversely, so that the height of the protective net (4) can be adjusted;
s3, the left side of one base (3) is in butt joint with the right side of the other base (3), meanwhile, the insert block (61) is inserted into the square groove (62), the fixing block (65) is further pulled, the fixing block (65) drives the vertical rods (64) to slide upwards, meanwhile, the second spring (66) begins to stretch, when the insert block (61) is completely inserted into the square groove (62), the fixing block (65) is further loosened, the second spring (66) plays a role in elasticity, the second spring (66) resets and simultaneously drives the two vertical rods (64) to be inserted into the inner portion of the slot (63), and therefore the installation connection of the two bases (3) and the protective net (4) is achieved.
10. The foundation pit protection analysis method based on deep foundation pit excavation of claim 9, wherein: the protective net (4) is matched with the groove (5111) in size, and the inserting block (61) is matched with the square groove (62) in size.
CN202210455790.7A 2022-04-27 2022-04-27 Foundation pit protection system based on deep foundation pit excavation and protection analysis method Pending CN114687574A (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN209760253U (en) * 2019-03-13 2019-12-10 赵亚轩 Foundation pit supporting structure for excavation of foundation pit
CN211923801U (en) * 2020-03-30 2020-11-13 袁文武 Protector for construction
CN213449777U (en) * 2020-07-31 2021-06-15 中咨宏祥工程管理有限公司 A safety device for municipal construction
CN213571996U (en) * 2020-08-14 2021-06-29 李君武 Cofferdam protection net for hydraulic engineering
CN213953236U (en) * 2020-09-15 2021-08-13 彭春丽 Rail guard for building safety convenient to installation is fixed
CN214403061U (en) * 2021-01-21 2021-10-15 任艳红 Civil engineering construction protection network
CN214943135U (en) * 2021-04-20 2021-11-30 河南新亚钢构工程有限公司 Assembled building rail guard
CN215564995U (en) * 2021-07-08 2022-01-18 中天交通建设投资集团有限公司 Novel engineering road construction is with protection device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN209760253U (en) * 2019-03-13 2019-12-10 赵亚轩 Foundation pit supporting structure for excavation of foundation pit
CN211923801U (en) * 2020-03-30 2020-11-13 袁文武 Protector for construction
CN213449777U (en) * 2020-07-31 2021-06-15 中咨宏祥工程管理有限公司 A safety device for municipal construction
CN213571996U (en) * 2020-08-14 2021-06-29 李君武 Cofferdam protection net for hydraulic engineering
CN213953236U (en) * 2020-09-15 2021-08-13 彭春丽 Rail guard for building safety convenient to installation is fixed
CN214403061U (en) * 2021-01-21 2021-10-15 任艳红 Civil engineering construction protection network
CN214943135U (en) * 2021-04-20 2021-11-30 河南新亚钢构工程有限公司 Assembled building rail guard
CN215564995U (en) * 2021-07-08 2022-01-18 中天交通建设投资集团有限公司 Novel engineering road construction is with protection device

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