CN218843064U - Foundation pit protection pile structure - Google Patents

Foundation pit protection pile structure Download PDF

Info

Publication number
CN218843064U
CN218843064U CN202223181096.5U CN202223181096U CN218843064U CN 218843064 U CN218843064 U CN 218843064U CN 202223181096 U CN202223181096 U CN 202223181096U CN 218843064 U CN218843064 U CN 218843064U
Authority
CN
China
Prior art keywords
fender pile
inclined plane
fixed
support
foundation pit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202223181096.5U
Other languages
Chinese (zh)
Inventor
胡可旺
陈文琪
徐嘉丰
王勤
王桂林
张军
王刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong New South Base Engineering Co ltd
Original Assignee
Guangdong New South Base Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangdong New South Base Engineering Co ltd filed Critical Guangdong New South Base Engineering Co ltd
Priority to CN202223181096.5U priority Critical patent/CN218843064U/en
Application granted granted Critical
Publication of CN218843064U publication Critical patent/CN218843064U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model relates to a foundation pit fender pile structure belongs to the foundation pit protection field, including the fender pile, the fender pile bottom is fixed to be equipped with and inserts the end, insert the end and the fixed connection position of fender pile is fixed to be equipped with the connecting bolt, fender pile front side edge is established to the inclined plane, the installation is equipped with support piece on the inclined plane, support piece includes the fixed block, supports the stiffener, rotatory butt seat, the location grafting post, fixed block demountable installation is equipped with on the inclined plane, the fixed block is articulated to be connected between the bracing stiffener, rotatory butt seat articulates and is connected at the bracing stiffener end, the rotatory butt seat has seted up movable through-hole, the activity grafting location grafting post between the movable through-hole; the utility model provides high foundation ditch fender pile has realized the regulation to foundation ditch fender pile support intensity to the intensity of foundation ditch support, has guaranteed the inside stability and the safety of foundation ditch, can strut the wide application at the foundation ditch, has apparent practicality.

Description

Foundation pit protection pile structure
The technical field is as follows:
the utility model relates to a foundation ditch protection field, concretely relates to foundation ditch fender pile structure.
The background art comprises the following steps:
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, an excavation scheme is determined according to geological and hydrological data and the conditions of buildings nearby the site before excavation, waterproof drainage work is performed, a side slope can be placed for people who do not excavate deeply, the soil slope is stable, and the slope is determined according to relevant construction regulations. Need carry out the teacher of cement concrete at the foundation ditch excavation process in, need support and protect through the fender pile at teacher's in-process, in order to guarantee to pour and can not sink, current fender pile supports after the pile is fixed, and it is limited to support the limit, and the fender pile needs further strengthen the support through the bracing piece after supporting, and current fender pile is direct also independent, can not effectual connection between the adjacent direct fender pile, unites current fender pile, promotes the support intensity of fender pile, for this reason, the utility model provides a foundation ditch fender pile structure, in order to solve not enough and the shortcoming that prior art exists.
The utility model has the following contents:
the utility model aims at overcoming the weak point that above-mentioned prior art exists, and provide a foundation ditch fender pile structure.
The utility model adopts the technical proposal that:
the utility model provides a foundation ditch fender pile structure, includes the fender pile, the fixed end that inserts that is equipped with in fender pile bottom, insert the end with the fixed connecting position of fender pile is fixed and is equipped with the connecting bolt, fender pile front side edge is established to the inclined plane, the installation is equipped with support piece on the inclined plane, support piece includes the fixed block, supports the stiffener, rotatory butt seat, location grafting post, fixed block demountable installation is equipped with on the inclined plane, the fixed block with support articulated connection between the stiffener, rotatory butt seat articulate support the stiffener end, the activity through-hole has been seted up on the rotatory butt seat, activity grafting between the activity through-hole location grafting post.
Preferably, a plurality of positioning holes are formed in the inclined surface, and the fixing block is detachably fixed to the positioning holes through positioning bolts.
Preferably, the included angle between the two inclined surfaces is 45 degrees.
Preferably, the support reinforcing rod is composed of one or more connecting reinforcing rods which are detachably and fixedly connected.
Preferably, a foundation pit protection plate clamping groove is formed in the rear side of the protection pile.
The utility model has the advantages that: the utility model provides a current foundation ditch fender pile support intensity weak, through the utility model discloses the setting of support piece etc. has improved the intensity that foundation ditch fender pile supported the foundation ditch, has realized the regulation of foundation ditch fender pile support intensity, has guaranteed the inside stability and the safety of foundation ditch, the utility model discloses the adjustable setting of supporting the stiffener has guaranteed the stability that the fender pile supported, the utility model has the advantages of simple structure, widely used at the excavation supporting, have apparent practicality.
Description of the drawings:
FIG. 1: the utility model discloses the three-dimensional structure schematic diagram at first visual angle.
FIG. 2 is a schematic diagram: the utility model discloses the three-dimensional structure schematic diagram at first visual angle.
FIG. 3: the utility model discloses the plan view of fender pile.
FIG. 4: the utility model discloses support piece's structural schematic.
In the figure: 001. the fender pile, 110, inclined plane, 120, locating hole, 130, positioning bolt, 002, insert the end, 003, connecting bolt, 004, support piece, 410, fixed block, 420, support stiffener, 421, connect the stiffener, 430, rotatory butt joint seat, 431, activity through-hole, 440, location grafting post, 005, foundation ditch guard plate draw-in groove.
The specific implementation mode is as follows:
the drawings are for illustrative purposes only and are not to be construed as limiting the patent; for the purpose of better illustrating the present embodiments, certain elements of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
As shown in fig. 1-4, a foundation pit fender pile structure, including fender pile 001, the fixed end 002 that is equipped with in fender pile 001 bottom is inserted, it is equipped with the connecting bolt 003 with the fixed connection position of fender pile 001 is inserted to the end 002, fender pile 001 front side edge department establishes to inclined plane 110, the installation is equipped with support piece 004 on the inclined plane 110, support piece 004 includes fixed block 410, support stiffener 420, rotatory butt joint seat 430, location grafting post 440, fixed block 410 demountable installation is equipped with on the inclined plane 110, fixed block 410 and support the articulated connection between stiffener 420, rotatory butt joint seat 430 articulates at support stiffener 420 end, movable through-hole 431 has been seted up on the rotatory butt joint seat 430, location grafting post 440 is pegged graft in the activity between movable through-hole 431.
The scheme is further optimized to be set as follows: as shown in fig. 1, the inclined surface 110 is provided with a plurality of positioning holes 120, the fixing block 410 is detachably fixed on the positioning holes 120 by the positioning bolts 130, the positioning holes 120 are used for installing the supporting reinforcing rods 420, and the inclined surface 110 can be provided with one or more supporting reinforcing rods 420.
The scheme is further optimized to be set as follows: as shown in fig. 3, the included angle between the two inclined planes 110 is 45 degrees, when the supporting member 004 is installed on the inclined plane 110, the supporting effect of the supporting reinforcing rod 420 on the supporting angle of the inclined plane 110 is optimal, and the supporting reinforcing rod 420 can support the protection pile 001 to the maximum extent.
The scheme is further optimized to be set as follows: as shown in fig. 4, the supporting reinforcing rods 420 are composed of one or more connecting reinforcing rods 421 detachably and fixedly connected, so that the length of the supporting reinforcing rods 420 can be freely adjusted to adapt to the terrain, the included angle between each supporting reinforcing rod 420 and each supporting protection pile 001 can be set, the supporting protection piles 001 with the maximum effect can be supported, the included angle between the installed supporting reinforcing rods 420 is 45 degrees, and the protection piles 001 supported by the two supporting reinforcing rods 450 have the best effect.
The scheme is further optimized to be set as follows: as shown in fig. 2, fender pile 001 rear side is equipped with foundation ditch guard plate draw-in groove 005, can install the guard plate in foundation ditch guard plate draw-in groove 005, improves the support area through the guard plate.
The utility model discloses a use method or principle do: at the foundation ditch protection periphery, squeeze into ground with the insertion end 002 of fender pile 001 bottom earlier, fender pile 001 pastes the protective area, then can insert the guard plate and increase the region of strutting in foundation ditch guard plate draw-in groove 005, then according to the setting of concrete support, install the support 004 of fixed quantity on every inclined plane 110 on fender pile 001, the angle setting of supporting stiffener 420 and fender pile 001 also can freely set up according to the on-the-spot protective area, can realize connecting through the connector pin 003 between the fender pile 001 between adjacent.
In the drawings, the positional relationship is described for illustrative purposes only and is not to be construed as limiting the present patent; it is obvious that the above embodiments of the present invention are only examples for clearly illustrating the present invention, and are not limitations to the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.

Claims (5)

1. The utility model provides a foundation ditch fender pile structure which characterized in that: including fender pile (001), the fixed end (002) that is equipped with in fender pile (001) bottom is inserted, insert end (002) with fender pile (001) fixed connection position is fixed and is equipped with connecting bolt (003), fender pile (001) front side edge is established to inclined plane (110), the installation is equipped with support piece (004) on inclined plane (110), support piece (004) include fixed block (410), support stiffener (420), rotatory butt joint seat (430), location grafting post (440), fixed block (410) demountable installation is equipped with on inclined plane (110), fixed block (410) with support articulated connection between stiffener (420), rotatory butt joint seat (430) articulate support stiffener (420) is terminal, activity through-hole (431) have been seted up on rotatory butt joint seat (430), activity grafting between activity through-hole (431) location grafting post (440).
2. The foundation pit fender pile structure of claim 1, characterized in that: the inclined plane (110) is provided with a plurality of positioning holes (120), and the fixing block (410) is detachably fixed on the positioning holes (120) through positioning bolts (130).
3. The foundation pit fender pile structure of claim 1, characterized in that: the included angle between the two inclined surfaces (110) is 45 degrees.
4. The foundation pit fender pile structure of claim 1, characterized in that: the supporting reinforcing rod (420) is composed of one or more connecting reinforcing rods (421) which are detachably and fixedly connected.
5. The foundation pit fender pile structure of claim 1, characterized in that: a foundation pit protection plate clamping groove (005) is formed in the rear side of the protection pile (001).
CN202223181096.5U 2022-11-29 2022-11-29 Foundation pit protection pile structure Active CN218843064U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223181096.5U CN218843064U (en) 2022-11-29 2022-11-29 Foundation pit protection pile structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223181096.5U CN218843064U (en) 2022-11-29 2022-11-29 Foundation pit protection pile structure

Publications (1)

Publication Number Publication Date
CN218843064U true CN218843064U (en) 2023-04-11

Family

ID=87304091

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223181096.5U Active CN218843064U (en) 2022-11-29 2022-11-29 Foundation pit protection pile structure

Country Status (1)

Country Link
CN (1) CN218843064U (en)

Similar Documents

Publication Publication Date Title
CN105822329B (en) A kind of construction method of support bracket, supporting construction and supporting construction
CN208309593U (en) A kind of steel pipe structure with oblique member
CN217053380U (en) Supporting structure for supporting foundation pit by adopting inclined strut
CN218843064U (en) Foundation pit protection pile structure
CN107313790A (en) A kind of symmetrical trouble hole supporting construction and its construction method
CN208293573U (en) A kind of fixed frame can be used for different-diameter steel pile casting
CN213448502U (en) Inner supporting device for foundation pit construction
CN207143746U (en) Support beam template system under concrete support trestle plate
CN112482225B (en) Arch bridge arch center excavation construction method
CN216475053U (en) Box culvert deep foundation pit supporting structure
CN214423371U (en) Urban construction road surface foundation pit protective structure
CN110821279B (en) Terrain self-adaptive railing and using method
CN111350192A (en) Foundation ditch supporting device of adjustable support distance for foundation engineering
CN217758854U (en) Supporting construction of supplementary foundation ditch in subway station
CN216765923U (en) Foundation ditch safety device based on town road engineering
CN219316630U (en) Road slope excavation prevents string sediment device
CN214738102U (en) Adjustable stull formula civil engineering bearing structure
CN218376282U (en) Portable man-ladder device fixed on foundation pit retaining wall
CN214272058U (en) Foundation pit supporting structure
CN213417869U (en) Assembled setting open caisson special for jacking pipe
CN220686077U (en) Foundation pit supporting structure
CN213897137U (en) Combined pile structure for building foundation pit support
CN217811092U (en) Civil engineering construction is with protection type supporting rack of being convenient for to build
CN215289777U (en) Mounting structure of civil air defense engineering concrete filling template
CN219342770U (en) Civil engineering road construction edge bearing structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant