CN106320414A - Application method of special-shaped trenching machine - Google Patents

Application method of special-shaped trenching machine Download PDF

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Publication number
CN106320414A
CN106320414A CN201610732262.6A CN201610732262A CN106320414A CN 106320414 A CN106320414 A CN 106320414A CN 201610732262 A CN201610732262 A CN 201610732262A CN 106320414 A CN106320414 A CN 106320414A
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CN
China
Prior art keywords
special
runner
machine
shaped
shape
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.)
Withdrawn
Application number
CN201610732262.6A
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Chinese (zh)
Inventor
胡杨
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610732262.6A priority Critical patent/CN106320414A/en
Publication of CN106320414A publication Critical patent/CN106320414A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • E02D5/187Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/22Component parts
    • E02F3/24Digging wheels; Digging elements of wheels; Drives for wheels
    • E02F3/241Digging wheels; Digging elements of wheels; Drives for wheels digging wheels
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/08Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging wheels turning round an axis
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/14Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The invention provides a special-shaped trenching machine for manufacturing a special-shaped trench section used in foundation engineering. The special-shaped trenching machine is structurally characterized in that the lower end of a vertical rod is fixed to the upper portion of the middle of a cross rod, the lower portion of the left end of the cross rod is fixed to the upper end of a connecting plate A, and the lower end of the connecting plate A is fixed to the upper portion of the middle of a shell of a driving machine A; a big convex C-shaped first rotary wheel is fixedly arranged on a rotary shaft at the front end of the driving machine A, and a small concave C-shaped first rotary wheel is fixedly arranged on a rotary shaft at the rear end of the driving machine A; and the lower portion of the right end of the cross rod is fixed to the upper end of a connecting plate B, the lower end of the connecting plate B is fixed to the upper portion in the middle of a shell of a driving machine B, a small concave C-shaped second rotary wheel is fixedly arranged on a rotary shaft at the front end of the driving machine B, and a big convex C-shaped second rotary wheel is fixedly arranged on a rotary shaft at the rear end of the driving machine B. By the adoption of the special-shaped trenching machine, a cemented soil continuous wall body characterized in that multiple unit cemented soil special-shaped wall sections are staggered with each other in a C shape and are arranged in an occlusion manner can be manufactured and is used for soil retaining, water retaining and load bearing of the building foundation pit construction.

Description

A kind of usage of special-shaped chute forming machine
Technical field
The present invention relates to a kind of chute forming machine, the special-shaped grooving manufacturing special-shaped wall section used in a kind of foundation engineering A kind of usage of machine.
Background technology
At present, the cut-pff wall being used for foundation ditch antiseepage in foundation engineering is all that multiple wall section connects by the way of vertical masonry joint connects Becoming wall, the infiltration of vertical masonry joint junction is serious and multiple wall section can not be connected as an entirety by the form being engaged.
Summary of the invention
The invention provides the multiple soil cement abnormal shape wall sections of a kind of energy manufacture and be mutually twisted formation occlusion soil cement body of wall Special-shaped chute forming machine.
The present invention is achieved through the following technical solutions:
Special-shaped chute forming machine includes following structure: cross bar middle upper portion is fixed in vertical rod lower end, and the left end bottom of cross bar is fixed on even The upper end of plate A, the lower end of connecting plate A is fixed on the middle upper portion of driving machine shell A, is driven the rotary shaft of machine A front end to be fixed with greatly It is convex that " (" runner one drives the rotary shaft of machine A rear end to be fixed with little recessed " (" runner one;Connecting plate B is fixed in the right-hand member bottom of cross bar Upper end, the lower end of connecting plate B is fixed on the middle upper portion of driving machine B shell, is driven the rotary shaft of machine B front end to be fixed with little recessed " (" runner two drives the rotary shaft of machine B rear end to be fixed with the most convex " (" runner two.
The present invention has a following feature:
The present invention can manufacture multiple unit soil cement abnormal shape mutual fissure of displacement of wall section, and " the cement soil continuous wall body of (" shape occlusion, is used for Gear soil, dash and the load-bearing of building foundation pit construction.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of the present invention;
Fig. 2 is the rearview of the present invention;
Fig. 3 is the A A view of Fig. 1;
Fig. 4 is the cross-sectional view that multiple special-shaped wall section is mutually twisted the occlusion body of wall of formation.
In figure: 1, vertical rod, 2, cross bar, 3, connecting plate A, 4, connecting plate B, 5, the most convex " (" runner one, 6, the most convex " (" runner two, 7, Little recessed " (" runner one, 8, little recessed " (" runner two, 9, drive machine A, 10, drive machine B, 11, cutting, 12, rotary shaft.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes the structure in Fig. 1, Fig. 2, Fig. 3;Vertical rod 1 time End is fixed on cross bar 2 middle upper portion, and the upper end of connecting plate A3 is fixed in the left end bottom of cross bar, and driving is fixed in the lower end of connecting plate A The middle upper portion of machine A9 shell, drives the rotary shaft 12 of machine A front end to be fixed with the most convex " (" runner 1, turning of driving machine A rear end Moving axis is fixed with little recessed " (" runner 1;The upper end of connecting plate B4 is fixed in the right-hand member bottom of cross bar, and the lower end of connecting plate B is fixed on and is driven The middle upper portion of motivation B10 shell, drives the rotary shaft of machine B front end to be fixed with little recessed " (" runner 28, turning of driving machine B rear end Moving axis is fixed with the most convex " (" runner 26.
It is described that little recessed " circumference of (" runner one is with " (" connected in star, the surface of groove is provided with multiple cutting 11.
It is described that little recessed " circumference of (" runner two is with " (" connected in star, the surface of groove is provided with multiple cutting 11.
Described the most convex " circumference of (" runner one with " (" shape protrude, the surface of protrusion is provided with multiple cutting 11.
Described the most convex " circumference of (" runner two with " (" shape protrude, the surface of protrusion is provided with multiple cutting 11.
Described the most convex " diameter of (" runner be more than the little recessed " diameter of (" runner.
One end of driving machine A is provided with gear wheel reversing mechanism, drives the rotary shaft at two ends to synchronize anti-when thus driving machine A work To rotation.
One end of driving machine B is provided with gear wheel reversing mechanism, drives the rotary shaft at two ends to synchronize anti-when thus driving machine B work To rotation.
Special-shaped chute forming machine is also equipped with grouting pump, and during work, grouting pump is to driving the bottom of machine A, driving the lower part of machine B Not injecting cement mortar, driving machine A to be driven by the rotation of front end rotary shaft, the most convex " (" runner one rotates forward, and drives machine A to pass through rear end The rotation of rotary shaft drives that little recessed " (" runner one inverts, and drives machine B to drive little recessed " (" runner by the rotation of front end rotary shaft Two reversions, driving machine B to be driven by the rotation of rear end thereof axle, the most convex " (" runner two rotates forward, and the most convex " (" runner one is in rotation The soil cutting of left front end is stirred into " (" shape protrude, it is the most convex that " soil cutting of right rear end is stirred in rotation by (" runner two Mix " (" shape protrude, little recessed " (" runner one in rotation, the soil cutting of left back end is stirred into " (" connected in star, little recessed " soil cutting of right front ends is stirred into " (" connected in star in rotation by (" runner two;The device for exerting at vertical rod top is being pressed into During form left front end and right rear end is respectively provided with that " (" shape is protruded, and left back end and right front ends are respectively provided with that " (" shape is recessed The soil cement abnormal shape wall section of groove, uses same method to manufacture multiple soil cement abnormal shape wall sections being mutually twisted, and makes middle special-shaped The left front end of wall section " (" shape protrude insert left side abnormal shape wall section right front ends " in (" connected in star, make the middle special-shaped left back end of wall section " (" connected in star be inserted in left side abnormal shape wall section right rear end " (" shape is protruded, make middle special-shaped wall section right rear end " (" shape is convex Go out the special-shaped left back end of wall section on the right of inserting " in (" connected in star, make middle special-shaped wall section right front ends " (" connected in star is inserted in the right The special-shaped left front end of wall section " (" shape is protruded, be consequently formed multiple unit soil cement abnormal shape mutual fissure of displacement of wall section " occlusion of (" shape Cement soil continuous wall body.

Claims (8)

1. a kind of usage of a special-shaped chute forming machine, it is characterised in that:
The structure of described special-shaped chute forming machine includes: cross bar (2) middle upper portion is fixed in vertical rod (1) lower end, the left end bottom of cross bar Be fixed on connecting plate A(3) upper end, driving machine A(9 is fixed in the lower end of connecting plate A) middle upper portion of shell, drive machine A front end Rotary shaft (12) be fixed with the most convex " (" runner one (5), drive machine A rear end rotary shaft be fixed with little recessed " (" runner one (7);Horizontal Connecting plate B(4 is fixed in the right-hand member bottom of bar) upper end, driving machine B(10 is fixed in the lower end of connecting plate B) middle upper portion of shell, The rotary shaft of driving machine B front end be fixed with little recessed " (" runner two (8), drive machine B rear end rotary shaft be fixed with the most convex " (" turn Wheel two (6);
Described special-shaped chute forming machine abnormal shape chute forming machine is also equipped with grouting pump, and during work, grouting pump is to driving the bottom of machine A, driving machine The bottom of B is injected separately into cement mortar, and driving machine A to be driven by the rotation of front end rotary shaft, the most convex " (" runner one rotates forward, and drives machine A drives by the rotation of rear end thereof axle that little recessed " (" runner one inverts, and drives machine B to drive little by the rotation of front end rotary shaft It is recessed that " (" runner two inverts, and driving machine B to be driven by the rotation of rear end thereof axle, the most convex " (" runner two rotates forward, the most convex " (" runner One in rotation, the soil cutting of left front end is stirred into " (" shape is protruded, the most convex " (" runner two in rotation by right rear end Soil cutting stirs into that " (" shape is protruded, and little recessed " soil cutting of left back end is stirred into " (" shape in rotation by (" runner one Groove, little recessed " soil cutting of right front ends is stirred into " (" connected in star in rotation by (" runner two;The pressure dress at vertical rod top Put and during being pressed into, form left front end and right rear end is respectively provided with that " (" shape is protruded, and left back end and right front ends are respectively provided with " the soil cement abnormal shape wall section of (" connected in star uses same method to manufacture multiple soil cement abnormal shape wall sections being mutually twisted, in making Between the special-shaped left front end of wall section " (" shape protrude insert left side abnormal shape wall section right front ends " in (" connected in star, make middle special-shaped wall section Left back end " (" connected in star be inserted in left side abnormal shape wall section right rear end " (" shape is protruded, and makes middle special-shaped wall section right rear end " on the right of the protrusion insertion of (" shape, the special-shaped left back end of wall section " in (" connected in star, makes " (" connected in star of middle special-shaped wall section right front ends Be inserted in the special-shaped left front end of wall section in the right " on (" shape protrusion, is consequently formed the multiple unit soil cement abnormal shape mutual fissure of displacement of wall section " (" The cement soil continuous wall body of shape occlusion.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: described first drives one end of machine to be provided with gear changes To mechanism, thus first the rotary shaft synchronous backward at two ends when driving machine work, is driven to rotate.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: described second drives one end of machine to be provided with gear changes To mechanism, thus second the rotary shaft synchronous backward at two ends when driving machine work, is driven to rotate.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: it is described that little recessed " circumference of (" runner one is with " (" Connected in star, the surface of groove is provided with multiple cutting.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: it is described that little recessed " circumference of (" runner two is with " (" Connected in star, the surface of groove is provided with multiple cutting.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: it is described that the most convex " circumference of (" runner one is with " (" Shape is protruded, and the surface of protrusion is provided with multiple cutting.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: it is described that the most convex " circumference of (" runner two is with " (" Shape is protruded, and the surface of protrusion is provided with multiple cutting.
Special-shaped chute forming machine the most according to claim 1, it is characterised in that: it is described that the most convex " diameter of (" runner is more than little recessed " the diameter of (" runner.
CN201610732262.6A 2016-08-27 2016-08-27 Application method of special-shaped trenching machine Withdrawn CN106320414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610732262.6A CN106320414A (en) 2016-08-27 2016-08-27 Application method of special-shaped trenching machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610732262.6A CN106320414A (en) 2016-08-27 2016-08-27 Application method of special-shaped trenching machine

Publications (1)

Publication Number Publication Date
CN106320414A true CN106320414A (en) 2017-01-11

Family

ID=57790710

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610732262.6A Withdrawn CN106320414A (en) 2016-08-27 2016-08-27 Application method of special-shaped trenching machine

Country Status (1)

Country Link
CN (1) CN106320414A (en)

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Application publication date: 20170111

WW01 Invention patent application withdrawn after publication