CN211058436U - Pole setting reinforcing apparatus in earth excavation - Google Patents

Pole setting reinforcing apparatus in earth excavation Download PDF

Info

Publication number
CN211058436U
CN211058436U CN202020249876.0U CN202020249876U CN211058436U CN 211058436 U CN211058436 U CN 211058436U CN 202020249876 U CN202020249876 U CN 202020249876U CN 211058436 U CN211058436 U CN 211058436U
Authority
CN
China
Prior art keywords
ferrule
rod
hinged
connecting rod
support
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.)
Expired - Fee Related
Application number
CN202020249876.0U
Other languages
Chinese (zh)
Inventor
王文昌
韩闪闪
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.)
Hainan Shengnuo Construction Engineering Co ltd
Original Assignee
Hainan Shengnuo Construction 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 Hainan Shengnuo Construction Engineering Co ltd filed Critical Hainan Shengnuo Construction Engineering Co ltd
Priority to CN202020249876.0U priority Critical patent/CN211058436U/en
Application granted granted Critical
Publication of CN211058436U publication Critical patent/CN211058436U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a pole setting reinforcing device in earth excavation, which comprises an upper ferrule, a lower ferrule, a support and a plurality of supporting rods, wherein the upper ferrule and the lower ferrule are respectively formed by hinging two semicircles, one end of each supporting rod is hinged on the upper ferrule, the other end of each supporting rod is hinged on the support, and the lower ferrule is connected on the supporting rods through connecting rods; a plurality of adjusting holes are uniformly distributed on the supporting rod, the end part of the connecting rod is hinged with a connecting part, and the connecting rod is connected with the supporting rod through the adjusting holes so that the lower ferrule can be detachably connected on the supporting rod; the upper ferrule and the lower ferrule are arranged and hinged on the supporting rod, so that the detachable connection of the device is realized, and the portability of the device is improved; and the supporting area of the vertical rod and the supporting strength of the supporting rod are increased by arranging the lower ferrule, so that the stability of the reinforcing device is improved, and the stable supporting effect of the vertical rod is effectively improved.

Description

Pole setting reinforcing apparatus in earth excavation
Technical Field
The utility model relates to a building reinforcement technical field, concretely relates to pole setting reinforcing apparatus in earth's excavation.
Background
The earth excavation is a key process from the initial stage of engineering to the construction process. The soil and rock are loosened, crushed, excavated and transported out. According to the properties of rock and soil, the earth and stone excavation is divided into earth excavation and stone excavation. When earth excavation is carried out, some vertical rods which are difficult to move, such as telegraph poles and other vertical rods, are often encountered, and the vertical rods need to be reinforced while the earth excavation is carried out, so that the vertical rods are prevented from collapsing; the prior art discloses a vertical rod reinforcing device in earth excavation with the patent number of CN201721680561.6, wherein a fixing sleeve is sleeved on a vertical rod and clamped tightly, a connecting support rod on the fixing sleeve is connected with a connecting mechanism on the ground, so that the vertical rod is fixed, the tightness is good, the stability of the vertical rod can be improved, and the problem of collapse of the vertical rod is reduced; however, with the adoption of the method, for a higher vertical rod, the supporting action of a single fixed sleeve through the supporting rod has the problems of few stress points and small supporting area, and the vertical rod is easy to incline when being impacted by the outside.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the weak point that exists among the above-mentioned technique, provide a pole setting reinforcing apparatus in the earth excavation, aim at solving above-mentioned reinforcing apparatus and be single fixed cover, support the problem that the area is little to receive the easy slope of impact pole setting.
The utility model provides a pole setting reinforcing apparatus in earth excavation, including upper ferrule, lower ferrule, support and many spinal branchs pole, upper ferrule and lower ferrule is articulated by two semicircles respectively and forms, one end of branch articulates on the upper ferrule, the other end of branch articulates on the support, the lower ferrule passes through the connecting rod to be connected in on the branch; the equipartition is equipped with a plurality of regulation holes on the branch, the tip of connecting rod articulates there is connecting portion, the connecting rod passes through the regulation hole with branch is connected, so that lower ferrule can dismantle connect in on the branch.
Further, the supporting rod comprises a first supporting rod, a second supporting rod and a third supporting rod, the upper ferrule comprises a first upper semicircle and a second upper semicircle, one end of the first supporting rod is hinged to the first upper semicircle, and one ends of the second supporting rod and the third supporting rod are hinged to the second upper semicircle.
Further, the connecting rod includes a first connecting rod, a second connecting rod and a third connecting rod, the lower ferrule includes a first lower semicircle and a second lower semicircle, one end of the first connecting rod is hinged on the first lower semicircle, and one ends of the second connecting rod and the third connecting rod are hinged on the second lower semicircle.
Furthermore, a strip-shaped hole is formed in the connecting part.
Further, still including inserted bar and the location nail that is used for being connected with ground, the location nail is located the bottom of support, the inserted bar is equipped with most advanced, be equipped with spacing hole on the support, the inserted bar passes spacing hole is connected with the bottom surface.
Furthermore, arc-shaped grooves are formed in two sides of the upper ferrule and the lower ferrule, and clamping plates are movably arranged in the arc-shaped grooves; the clamping device further comprises an adjusting bolt in threaded connection with the upper ferrule and the lower ferrule, and the adjusting bolt penetrates through the upper ferrule and the lower ferrule to be hinged with the clamping plate, so that the adjusting bolt drives the clamping plate to advance through rotation.
Furthermore, the clamping device also comprises a limiting rod, and the limiting rod respectively penetrates through the upper ferrule and the lower ferrule and is connected with the clamping plate.
Compared with the prior art, the method has the following beneficial effects:
the utility model provides a vertical rod reinforcing device in earth excavation, which is provided with an upper ferrule and a lower ferrule and is hinged on a support rod so as to realize the detachable connection of the device and improve the portability of the device; and the supporting area of the vertical rod and the supporting strength of the supporting rod are increased by arranging the lower ferrule, so that the stability of the reinforcing device is improved, and the stable supporting effect of the vertical rod is effectively improved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only preferred embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without inventive effort.
Fig. 1 is a schematic view of a vertical rod reinforcing device in earth excavation according to the present invention;
fig. 2 is an axial view of a vertical rod reinforcing device in earth excavation according to the present invention;
fig. 3 is a schematic enlarged view of a part a of a vertical rod reinforcing device in earth excavation according to the present invention;
fig. 4 is a schematic enlarged view of a part B of a vertical rod reinforcing device in earth excavation according to the present invention;
figure 5 is the utility model relates to a pole setting reinforcing apparatus's in earth's excavation C local enlarged schematic diagram.
In the figure, 1-upper ferrule; 2-lower ferrule; 3-support; 4-a strut; 5-a connecting rod; 6-clamping plate; 7-inserting a rod; 8-positioning nails; 9-adjusting the bolt; 10-a limiting rod; 11-a first upper semicircle; 12-a second upper semicircle; 21-a first lower semicircle; 22-a second lower semicircle; 40-a conditioning aperture; 41-a first strut; 42-a second strut; 43-a third strut; 50-a limiting part; 51-a first connecting rod; 52-a second connecting rod; 53-a third connecting rod; 100-arc-shaped groove; 501-strip-shaped holes.
Detailed Description
In order to make the structure and features and advantages of the present invention easier to understand, preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings:
example 1:
as shown in fig. 1 to 5, the utility model provides a pole reinforcement device in earth excavation, including upper ring 1, lower ring 2, support 3 and many spinal branchs pole 4, wherein, upper ring 1 and lower ring 2 are articulated respectively by two semicircles and form to make upper ring 1 and lower ring 2 can open and close, and carry out fixed connection through the bolt; one end of a supporting rod 4 is hinged on the upper ferrule 1, the other end of the supporting rod 4 is hinged on a support 3, the lower ferrule 2 is connected on the supporting rod 4 through a connecting rod 5, the connecting mode of the connecting rod 5 and the lower ferrule 2 is a hinged mode, and the inclination angle of the supporting rod 4 is adjusted in a hinged mode, so that the position heights of the upper ferrule 1 and the lower ferrule 2 on the vertical rod are adjusted; a plurality of adjusting holes 40 are uniformly distributed on the supporting rod 4, the end part of the connecting rod 5 is hinged with a connecting part 50, and the connecting part 50 can be adjusted in a hinged mode, so that the connecting part 50 can be attached to the connecting surface of the supporting rod 4; the connecting rod 5 is connected with the support rod 4 through the adjusting holes 40, so that the lower ferrule 2 can be detachably connected onto the support rod 4, and the connecting part 50 is connected through the plurality of adjusting holes 40, so that the distance between the upper ferrule 1 and the lower ferrule 2 can be adjusted; by adopting the technical scheme, the upper ferrule 1 and the lower ferrule 2 are arranged and hinged on the supporting rod 4, so that the detachable connection of the device is realized, and the portability of the device is improved; and the supporting area of the vertical rod and the supporting strength of the supporting rod 4 are increased by arranging the lower ferrule 2, so that the stability of the reinforcing device is improved, and the stable supporting effect of the vertical rod is effectively improved.
Specifically, the supporting rod 4 comprises a first supporting rod 41, a second supporting rod 42 and a third supporting rod 43, the upper ferrule 1 comprises a first upper semicircle 11 and a second upper semicircle 12, one end of the first supporting rod 41 is hinged on the first upper semicircle 11, and one ends of the second supporting rod 42 and the third supporting rod 43 are hinged on the second upper semicircle 12; the first support rod 41, the second support rod 42 and the third support rod 43 are arranged on the upper ferrule 1 at an included angle of 120 degrees; by adopting the arrangement mode, the upper ferrule 1 can be opened or closed, the supporting rod 4 can be opened or closed together, and the detachable requirement is met while the coordination of the fixing device is improved.
Specifically, the connecting rod 5 comprises a first connecting rod 51, a second connecting rod 52 and a third connecting rod 53, the lower ferrule 2 comprises a first lower semicircle 21 and a second lower semicircle 22, one end of the first connecting rod 51 is hinged to the first lower semicircle 21, and one ends of the second connecting rod 52 and the third connecting rod 53 are hinged to the second lower semicircle 22; the first connecting rod 51, the second connecting rod 52 and the third connecting rod 53 are arranged on the lower ferrule 2 at an included angle of 120 degrees; adopt above-mentioned mode of setting up, can realize opening or when closed lower ferrule 2, connecting rod 5 also can be opened or closed together, still satisfies the detachable requirement when improving fixing device's harmony.
Specifically, be equipped with bar hole 501 on connecting portion 50, connecting rod 5 carries out bolted connection through bar hole 501 on the connecting portion 50 and the regulation hole 40 on branch 4 to increase the binding face of nut and connecting portion 50 through bar hole 501's mode, thereby make the bolt can pass regulation hole 40 and bar hole 501 accurately and be connected with the nut.
Specifically, still include inserted bar 7 and the location nail 8 that is used for being connected with ground, location nail 8 locates the bottom of support 3, and inserted bar 7 is equipped with most advanced, is equipped with spacing hole (not shown) on the support 3, and inserted bar 7 passes spacing hole and is connected with the bottom surface to fix support 3.
Example 2:
as shown in fig. 2 and fig. 5, in combination with the technical solution of embodiment 1, in this embodiment, arc-shaped grooves 100 are provided in both sides of the upper ferrule 1 and the lower ferrule 2, and a clamping plate 6 is movably provided in the arc-shaped grooves 100; the two sides of the upper ferrule 1 and the lower ferrule 2 are respectively provided with a clamping plate 6; still include with last lasso 1 and 2 threaded connection's of lower lasso adjusting bolt 9, adjusting bolt 9 passes last lasso 1 and 2 and splint 6 butts of lower lasso to make adjusting bolt 9 drive the gos forward of splint 6 through rotating, thereby realize the size regulation of last lasso 1 and lower lasso 2, with the clamp of the pole setting of the not equidimension diameter of matching tightly, improve reinforcing apparatus's suitability.
Specifically, the limiting rod 10 is further included, the limiting rod 10 penetrates through the upper ferrule 1 and the lower ferrule 2 respectively and is connected with the clamping plate 6 so as to limit the clamping plate 6 in the arc-shaped groove 100, and the limiting rod 10 is slidably located on the upper ferrule 1 and the lower ferrule 2 and is rotationally advanced through the adjusting bolt 9 so as to push the clamping plate 6 to clamp the opposite rod.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention in any way. The technical solution of the present invention can be used by anyone skilled in the art to make many possible variations and modifications to the technical solution of the present invention without departing from the scope of the technical solution of the present invention, or to modify equivalent embodiments with equivalent variations. Therefore, any modification, equivalent change and modification of the above embodiments according to the present invention are all within the protection scope of the present invention.

Claims (7)

1. The vertical rod reinforcing device in earth excavation is characterized by comprising an upper ferrule (1), a lower ferrule (2), a support (3) and a plurality of support rods (4), wherein the upper ferrule (1) and the lower ferrule (2) are respectively formed by hinging two semicircles, one end of each support rod (4) is hinged to the upper ferrule (1), the other end of each support rod (4) is hinged to the support (3), and the lower ferrule (2) is connected to the support rods (4) through connecting rods (5); a plurality of adjusting holes (40) are uniformly distributed on the supporting rod (4), the end part of the connecting rod (5) is hinged to a connecting part (50), and the connecting rod (5) is connected with the supporting rod (4) through the adjusting holes (40) so that the lower ferrule (2) can be detachably connected to the supporting rod (4).
2. Pole reinforcement in earth excavation according to claim 1, characterized in that the struts (4) comprise a first strut (41), a second strut (42) and a third strut (43), the upper collar (1) comprises a first upper semicircle (11) and a second upper semicircle (12), one end of the first strut (41) is hinged on the first upper semicircle (11), one end of the second strut (42) and the third strut (43) is hinged on the second upper semicircle (12).
3. The pole reinforcement in earth excavation according to claim 2, characterized in that the connecting rod (5) comprises a first connecting rod (51), a second connecting rod (52) and a third connecting rod (53), the lower collar (2) comprises a first lower semicircle (21) and a second lower semicircle (22), one end of the first connecting rod (51) is hinged on the first lower semicircle (21), and one end of the second connecting rod (52) and the third connecting rod (53) is hinged on the second lower semicircle (22).
4. The pole reinforcement in an earth excavation according to claim 3, characterized in that the connecting portion (50) is provided with a strip-shaped hole (501).
5. The vertical rod reinforcing device in the earth excavation according to claim 4, characterized by further comprising an inserted rod (7) and a positioning nail (8), wherein the inserted rod (7) and the positioning nail (8) are used for being connected with the ground, the positioning nail (8) is arranged at the bottom of the support (3), the inserted rod (7) is provided with a tip, a limiting hole is formed in the support (3), and the inserted rod (7) penetrates through the limiting hole to be connected with the bottom surface.
6. The vertical rod reinforcing device in the earth excavation according to any one of claims 1 to 5, characterized in that arc-shaped grooves (100) are formed in two sides of the upper ferrule (1) and the lower ferrule (2), and clamping plates (6) are movably arranged in the arc-shaped grooves (100); the clamping device is characterized by further comprising an adjusting bolt (9) in threaded connection with the upper ferrule (1) and the lower ferrule (2), wherein the adjusting bolt (9) penetrates through the upper ferrule (1) and the lower ferrule (2) to be abutted against the clamping plate (6), so that the adjusting bolt (9) drives the clamping plate (6) to advance through rotation.
7. The pole reinforcement in earth excavation according to claim 6, characterized by, that still includes gag lever post (10), gag lever post (10) passes upper lasso (1) and lower lasso (2) respectively and is connected with splint (6).
CN202020249876.0U 2020-03-04 2020-03-04 Pole setting reinforcing apparatus in earth excavation Expired - Fee Related CN211058436U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020249876.0U CN211058436U (en) 2020-03-04 2020-03-04 Pole setting reinforcing apparatus in earth excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020249876.0U CN211058436U (en) 2020-03-04 2020-03-04 Pole setting reinforcing apparatus in earth excavation

Publications (1)

Publication Number Publication Date
CN211058436U true CN211058436U (en) 2020-07-21

Family

ID=71592446

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020249876.0U Expired - Fee Related CN211058436U (en) 2020-03-04 2020-03-04 Pole setting reinforcing apparatus in earth excavation

Country Status (1)

Country Link
CN (1) CN211058436U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114575662A (en) * 2022-03-11 2022-06-03 青海送变电工程有限公司 Supplementary device of changing of steel pylons tower leg

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114575662A (en) * 2022-03-11 2022-06-03 青海送变电工程有限公司 Supplementary device of changing of steel pylons tower leg

Similar Documents

Publication Publication Date Title
CN211058436U (en) Pole setting reinforcing apparatus in earth excavation
CN112049411B (en) Roof post-cast strip reinforcing method and roof bracing structure thereof
CN213539006U (en) Cutting slope concrete skeleton protective structure
CN210797578U (en) Foundation pit support structure
WO2012096504A2 (en) Reinforcement structure for a concrete anchorage zone for piles and tension members for building construction
CN209261600U (en) A kind of supporting construction for preventing tunnel subsidence deformation
CN111425061A (en) Assembled enclosure for green construction
CN211898405U (en) Deep basal pit secondary excavation and supporting construction structure
CN214246849U (en) Portable electric pole dismantling device
KR20150107035A (en) Deck using plate file foundation and installing method thereof
KR101992651B1 (en) Column Pile Construction Method Using Removeable Auxiliary Pile
JP3361776B2 (en) Crushing equipment for underground piles
CN113027471B (en) Collapsible loess stratum subway tunnel earth pressure balance shield construction method
CN106978897A (en) The pre-buried ring of Cantilever Beams positional stability can be improved
CN218933156U (en) Supporting device for groove
JP4488429B2 (en) Piling construction jig and pile building method using the same
CN206096507U (en) Open -air geographical special shovel combination of exploring
KR101802809B1 (en) The sampler for checking out status of constructed foundation-pile
CN111328590A (en) Agricultural greenhouse is with fixing device who prevents snow accumulation
CN208815930U (en) A kind of protection net for manual pile digging operation
CN209958371U (en) Soil cleaning tool between fender piles
CN215482983U (en) Enclosure structure of foundation pit occluded pile foundation
CN218970022U (en) Deep foundation pit supporting structure of bored pile
CN112324472B (en) Tunnel steel frame supporting structure and construction method
CN221822921U (en) Mechanical recyclable special-shaped foundation pit diagonal bracing structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200721

CF01 Termination of patent right due to non-payment of annual fee