CN105908724A - Double-rectangle equipment for buckling-connection piling wall - Google Patents

Double-rectangle equipment for buckling-connection piling wall Download PDF

Info

Publication number
CN105908724A
CN105908724A CN201610449915.XA CN201610449915A CN105908724A CN 105908724 A CN105908724 A CN 105908724A CN 201610449915 A CN201610449915 A CN 201610449915A CN 105908724 A CN105908724 A CN 105908724A
Authority
CN
China
Prior art keywords
recessed
convex
rectangle
rectangular head
cutter hub
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Withdrawn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
CN201610449915.XA
Other languages
Chinese (zh)
Inventor
张葵英
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
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610449915.XA priority Critical patent/CN105908724A/en
Publication of CN105908724A publication Critical patent/CN105908724A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/0023—Slurry

Abstract

The invention discloses double-rectangle equipment for a buckling-connection piling wall. The equipment comprises a concave-rectangular-head drilling machine and a convex-rectangular-head drilling machine. A plurality of concrete concave-rectangular-head piles spaced by the distance of one convex-rectangular-head pile are manufactured; and one cement soil convex-rectangular-head pile is manufactured between every two concave-rectangular-head piles through the convex-rectangular-head drilling machine according to the working mode of the convex-rectangular-head drilling machine, so that two convex rectangular heads of the left end of the cement soil convex-rectangular-head pile between every two corresponding concrete concave-rectangular-head piles are matched with two concave rectangular heads of the right end of the left concave-rectangular-head pile, and two convex rectangular heads of the right end of the cement soil convex-rectangular-head pile between every two corresponding concrete concave-rectangular-head piles are matched with two concave rectangular heads of the left end of the right concrete concave-rectangular-head pile. Accordingly, the piling wall with the multiple concrete concave-rectangular-head piles being connected with the cement soil convex-rectangular-head piles located between every two concave-rectangular-head piles in a buckled mode is formed, and the piling wall is used for soil retaining and seepage prevention of building foundations.

Description

Double square is fastened and connected piling wall equipment
Technical field
The present invention relates to a kind of piling wall, the double square used in a kind of building foundation engineering is fastened and connected piling wall.
Background technology
At present, pile body formed by the cement-soil mixing pile machine of other pattern is all the assembly of multiple soil cement cylinder, it is impossible to manufacture the piling wall being fastened and connected.
Summary of the invention
The invention provides a kind of be fastened and connected double square of piling wall of double square that can manufacture to be fastened and connected piling wall equipment.
The present invention is achieved through the following technical solutions:
A kind of double square is fastened and connected piling wall equipment, including recessed rectangular head rig and convex rectangular head rig.
The structure of recessed rectangular head rig includes: the middle upper portion of steel pipe support one is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support one is fixed on the upper end of steel plate support two, the shell middle upper portion of motor two is fixed in the lower end of steel plate support two, the front end output shaft of motor two is fixed with lordosis rectangle tool post, and the rear end output shaft of motor two is fixed with rear convex rectangle tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support one, the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with front recessed rectangle tool post one, and the rear end output shaft of motor one is fixed with rear recessed rectangle tool post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support one, the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed rectangle tool post two, and the rear end output shaft of motor three is fixed with rear recessed rectangle tool post two；Front recessed rectangle tool post one and rear recessed rectangle tool post one form a umbilicate recessed rectangle tool post, front recessed rectangle tool post two and rear recessed rectangle tool post two and form another umbilicate recessed rectangle tool post, and the side surface of each recessed rectangle tool post is separately installed with multiple cutter head；Lordosis rectangle tool post and rear convex rectangle tool post form the convex rectangle tool post that a centre is convex, and the side surface of convex rectangle tool post is provided with multiple cutter head；The recessed rectangle of recessed rectangle tool post cross section coincide with the convex rectangle of convex rectangle tool post cross section.
The structure of convex rectangular head rig includes: the middle upper portion of steel pipe support two is fixed in the lower end of drilling rod two, the middle lower portion of steel pipe support two is fixed on the upper end of steel support two, the shell middle upper portion of motor two is fixed in the lower end of steel support two, the front end output shaft of motor two is fixed with front recessed rectangle cutter hub, and the rear end output shaft of motor two is fixed with rear recessed rectangle cutter hub；The upper end of steel support one is fixed in the left end bottom of steel pipe support two, and the shell middle upper portion of motor one is fixed in the lower end of steel support one, and the front end output shaft of motor one is fixed with lordosis rectangle cutter hub one, and the rear end output shaft of motor one is fixed with rear convex rectangle cutter hub one；The upper end of steel support three is fixed in the right-hand member bottom of steel pipe support two, and the shell middle upper portion of motor three is fixed in the lower end of steel support three, and the front end output shaft of motor three is fixed with lordosis rectangle cutter hub two, and the rear end output shaft of motor three is fixed with rear convex rectangle cutter hub two；Lordosis rectangle cutter hub one and rear convex rectangle cutter hub one form a convex convex rectangle cutter hub in centre, and lordosis rectangle cutter hub two and rear convex rectangle cutter hub two form convex rectangle cutter hub convex in the middle of another, and the side surface of each convex rectangle cutter hub is separately installed with multiple cutter head；Front recessed rectangle cutter hub and rear recessed rectangle cutter hub one umbilicate recessed rectangle cutter hub of composition, the side surface of recessed rectangle cutter hub is provided with multiple cutter head；The convex rectangle of convex rectangle cutter hub cross section coincide with the recessed rectangle of recessed rectangle cutter hub cross section.
The present invention has a following feature:
The present invention can manufacture the piling wall that the soil cement convex rectangular head stake between the recessed rectangular head stake of multiple concrete and each two recessed rectangular head stake is mutually fastened and connected, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed rectangular head rig；
Fig. 2 is the rearview of recessed rectangular head rig
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the front view of convex rectangular head rig；
Fig. 5 is the rearview of convex rectangular head rig；
Fig. 6 is the B B view of Fig. 4；
Fig. 7 is the cross-sectional view that recessed rectangular head stake and convex rectangular head stake are combined into piling wall.
In figure: 1, drilling rod one, 2, steel pipe support one, 3, steel plate support one, 4, steel plate support two, 5, steel plate support three, 6, motor one, 7, motor two, 8, motor three, 9, front recessed rectangle tool post one, 10, lordosis rectangle tool post, 11, front recessed rectangle tool post two, 12, cutter head, 13, rear recessed rectangle tool post one, 14, rear convex rectangle tool post, 15, rear recessed rectangle tool post two, 16, output shaft；21, drilling rod two, 22, steel pipe support two, 23, steel support one, 24, steel support two, 25, steel support three, 26, motor one, 27, motor two, 28, motor three, 29, lordosis rectangle cutter hub one, 30, front recessed rectangle cutter hub, 31, lordosis rectangle cutter hub two, 33, rear convex rectangle cutter hub one, 34, rear recessed rectangle cutter hub, 35, rear convex rectangle cutter hub two.
Detailed description of the invention
A kind of double square is fastened and connected piling wall equipment, including recessed rectangular head rig and convex rectangular head rig.
Recessed rectangular head rig includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure includes: the middle upper portion of steel pipe support 1 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support one is fixed on the upper end of steel plate support 24, the shell middle upper portion of motor 27 is fixed in the lower end of steel plate support two, the front end output shaft 16 of motor two is fixed with lordosis rectangle tool post 10, and the rear end output shaft of motor two is fixed with rear convex rectangle tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support one, the shell middle upper portion of motor 1 is fixed in the lower end of steel plate support one, the front end output shaft 16 of motor one is fixed with front recessed rectangle tool post 1, and the rear end output shaft of motor one is fixed with rear recessed rectangle tool post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support one, the shell middle upper portion of motor 38 is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed rectangle tool post 2 11, and the rear end output shaft of motor three is fixed with rear recessed rectangle tool post 2 15；Front recessed rectangle tool post one and rear recessed rectangle tool post one form a umbilicate recessed rectangle tool post, front recessed rectangle tool post two and rear recessed rectangle tool post two and form another umbilicate recessed rectangle tool post, and the side surface of each recessed rectangle tool post is separately installed with multiple cutter head 12；Lordosis rectangle tool post and rear convex rectangle tool post form the convex rectangle tool post that a centre is convex, and the side surface of convex rectangle tool post is provided with multiple cutter head 12；The recessed rectangle of recessed rectangle tool post cross section coincide with the convex rectangle of convex rectangle tool post cross section.
The working method of recessed rectangular head rig is: during work, the position between grouting pump rectangle recessed to left side tool post and centre convex rectangle tool post and between the right recessed rectangle tool post and centre convex rectangle tool post irrigates water under high pressure respectively, motor one drives front recessed rectangle tool post one and the rotating forward of rear recessed rectangle tool post one, motor three drives front recessed rectangle tool post two and the reversion of rear recessed rectangle tool post two, motor two drives lordosis rectangle tool post to rotate forward, after motor two drives, convex rectangle tool post inverts, front recessed rectangle tool post one, rear recessed rectangle tool post one, front recessed rectangle tool post two, rear recessed rectangle tool post two and lordosis rectangle tool post, rear convex rectangle tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed rectangular head in rotation by front recessed rectangle tool post one, rear recessed rectangle tool post one, and right-hand member is cut into recessed rectangular head in rotation by front recessed rectangle tool post two, rear recessed rectangle tool post two；The soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole of two recessed rectangular head, casting concrete, formation concrete recessed rectangular head stake in this hole.
Convex rectangular head rig includes the structure in Fig. 4, Fig. 5, Fig. 6, concrete structure includes: the middle upper portion of steel pipe support 2 22 is fixed in the lower end of drilling rod 2 21, the middle lower portion of steel pipe support two is fixed on the upper end of steel support 2 24, the shell middle upper portion of motor 2 27 is fixed in the lower end of steel support two, the front end output shaft 16 of motor two is fixed with front recessed rectangle cutter hub 30, and the rear end output shaft of motor two is fixed with rear recessed rectangle cutter hub 34；The upper end of steel support 1 is fixed in the left end bottom of steel pipe support two, the shell middle upper portion of motor 1 is fixed in the lower end of steel support one, the front end output shaft 16 of motor one is fixed with lordosis rectangle cutter hub 1, and the rear end output shaft of motor one is fixed with rear convex rectangle cutter hub 1；The upper end of steel support 3 25 is fixed in the right-hand member bottom of steel pipe support two, the shell middle upper portion of motor 3 28 is fixed in the lower end of steel support three, the front end output shaft of motor three is fixed with lordosis rectangle cutter hub 2 31, and the rear end output shaft of motor three is fixed with rear convex rectangle cutter hub 2 35；Lordosis rectangle cutter hub one and rear convex rectangle cutter hub one form a convex convex rectangle cutter hub in centre, and lordosis rectangle cutter hub two and rear convex rectangle cutter hub two form convex rectangle cutter hub convex in the middle of another, and the side surface of each convex rectangle cutter hub is separately installed with multiple cutter head 12；Front recessed rectangle cutter hub and rear recessed rectangle cutter hub one umbilicate recessed rectangle cutter hub of composition, the side surface of recessed rectangle cutter hub is provided with multiple cutter head 12；The convex rectangle of convex rectangle cutter hub cross section coincide with the recessed rectangle of recessed rectangle cutter hub cross section.
The working method of convex rectangular head rig is: during work, grout injection is distinguished at the position between grouting pump rectangle convex to left side cutter hub and middle concave rectangle cutter hub and between the right convex rectangle cutter hub and middle concave rectangle cutter hub, motor one drives lordosis rectangle cutter hub one and the rotating forward of rear convex rectangle cutter hub one, motor three drives lordosis rectangle cutter hub two and the reversion of rear convex rectangle cutter hub two, motor two drives front recessed rectangle cutter hub to rotate forward, after motor two drives, recessed rectangle cutter hub inverts, lordosis rectangle cutter hub one, rear convex rectangle cutter hub one, lordosis rectangle cutter hub two, rear convex rectangle cutter hub two and front recessed rectangle cutter hub, the soil cutting of its lower end is stirred in rotation by rear recessed rectangle cutter hub with cement mortar；Left end cutting is stirred into convex rectangular head in rotation by lordosis rectangle cutter hub one, rear convex rectangle cutter hub one, and right-hand member cutting is stirred into convex rectangular head in rotation by lordosis rectangle cutter hub two, rear convex rectangle cutter hub two；Drilling rod two forms, during being pressed into downwards, the soil cement convex rectangular head pile body that about one two ends are respectively provided with two convex rectangular head.
The convex rectangular head of convex rectangular head stake coincide with the recessed rectangular head of recessed rectangular head stake.
Be fastened and connected with the convex rectangular head stake rig associated working manufacture process of piling wall of recessed rectangular head stake rig is as follows: in the original position needing into wall axis, a concrete recessed rectangular head stake is manufactured according to the working method of above-mentioned recessed rectangular head stake rig with recessed rectangular head stake rig, at this, the right side of recessed rectangular head stake, the distance of one the convex rectangular head stake in interval remanufacture second concrete recessed rectangular head stake, so manufacture the convex rectangular head pilespacing in one, multiple intervals from the recessed rectangular head stake of multiple concrete；When the concrete strength of the recessed rectangular head stake on both sides reaches a timing, again in the spacing between each two recessed rectangular head stake, a soil cement convex rectangular head stake is manufactured according to the working method of above-mentioned convex rectangular head stake rig with convex rectangular head stake rig, two the convex rectangular head making the soil cement convex rectangular head stake left end between the recessed rectangular head stake of each two concrete are fit to two recessed rectangular head of the left side recessed rectangular head stake right-hand member, two convex rectangular head of soil cement convex rectangular head stake right-hand member are fit to two recessed rectangular head of the right concrete recessed rectangular head stake left end, the piling wall that the soil cement convex rectangular head stake being thusly-formed between the recessed rectangular head stake of multiple concrete and each two recessed rectangular head stake is mutually fastened and connected, gear soil for building basis, antiseep.

Claims (4)

1. double square is fastened and connected a piling wall equipment, including recessed rectangular head rig and convex rectangular head rig, it is characterised in that:
The concrete structure of described recessed rectangular head rig includes: the middle upper portion of steel pipe support one (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support one is fixed on the upper end of steel plate support two (4), the shell middle upper portion of motor two (7) is fixed in the lower end of steel plate support two, the front end output shaft (16) of motor two is fixed with lordosis rectangle tool post (10), and the rear end output shaft of motor two is fixed with rear convex rectangle tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support one, the shell middle upper portion of motor one (6) is fixed in the lower end of steel plate support one, the front end output shaft (16) of motor one is fixed with front recessed rectangle tool post one (9), and the rear end output shaft of motor one is fixed with rear recessed rectangle tool post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support one, the shell middle upper portion of motor three (8) is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed rectangle tool post two (11), and the rear end output shaft of motor three is fixed with rear recessed rectangle tool post two (15)；Front recessed rectangle tool post one and rear recessed rectangle tool post one form a umbilicate recessed rectangle tool post, front recessed rectangle tool post two and rear recessed rectangle tool post two form another umbilicate recessed rectangle tool post, and the side surface of each recessed rectangle tool post is separately installed with multiple cutter head (12)；Lordosis rectangle tool post and rear convex rectangle tool post form the convex rectangle tool post that a centre is convex, and the side surface of convex rectangle tool post is provided with multiple cutter head (12)；
The working method of described recessed rectangular head rig is: during work, the position between grouting pump rectangle recessed to left side tool post and centre convex rectangle tool post and between the right recessed rectangle tool post and centre convex rectangle tool post irrigates water under high pressure respectively, motor one drives front recessed rectangle tool post one and the rotating forward of rear recessed rectangle tool post one, motor three drives front recessed rectangle tool post two and the reversion of rear recessed rectangle tool post two, motor two drives lordosis rectangle tool post to rotate forward, after motor two drives, convex rectangle tool post inverts, front recessed rectangle tool post one, rear recessed rectangle tool post one, front recessed rectangle tool post two, rear recessed rectangle tool post two and lordosis rectangle tool post, rear convex rectangle tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed rectangular head in rotation by front recessed rectangle tool post one, rear recessed rectangle tool post one, and right-hand member is cut into recessed rectangular head in rotation by front recessed rectangle tool post two, rear recessed rectangle tool post two；The soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole of two recessed rectangular head, casting concrete, formation concrete recessed rectangular head stake in this hole；
The concrete structure of described convex rectangular head rig includes: the middle upper portion of steel pipe support two (22) is fixed in the lower end of drilling rod two (21), the middle lower portion of steel pipe support two is fixed on the upper end of steel support two (24), the shell middle upper portion of motor two (27) is fixed in the lower end of steel support two, the front end output shaft (16) of motor two is fixed with front recessed rectangle cutter hub (30), and the rear end output shaft of motor two is fixed with rear recessed rectangle cutter hub (34)；The upper end of steel support one (23) is fixed in the left end bottom of steel pipe support two, the shell middle upper portion of motor one (26) is fixed in the lower end of steel support one, the front end output shaft (16) of motor one is fixed with lordosis rectangle cutter hub one (29), and the rear end output shaft of motor one is fixed with rear convex rectangle cutter hub one (33)；The upper end of steel support three (25) is fixed in the right-hand member bottom of steel pipe support two, the shell middle upper portion of motor three (28) is fixed in the lower end of steel support three, the front end output shaft of motor three is fixed with lordosis rectangle cutter hub two (31), and the rear end output shaft of motor three is fixed with rear convex rectangle cutter hub two (35)；Lordosis rectangle cutter hub one and rear convex rectangle cutter hub one form a convex convex rectangle cutter hub in centre, and lordosis rectangle cutter hub two and rear convex rectangle cutter hub two form convex rectangle cutter hub convex in the middle of another, and the side surface of each convex rectangle cutter hub is separately installed with multiple cutter head 12；Front recessed rectangle cutter hub and rear recessed rectangle cutter hub one umbilicate recessed rectangle cutter hub of composition, the side surface of recessed rectangle cutter hub is provided with multiple cutter head 12；
The working method of described convex rectangular head rig is: during the work of convex rectangular head rig, grout injection is distinguished at the position between grouting pump rectangle convex to left side cutter hub and middle concave rectangle cutter hub and between the right convex rectangle cutter hub and middle concave rectangle cutter hub, motor one drives lordosis rectangle cutter hub one and the rotating forward of rear convex rectangle cutter hub one, motor three drives lordosis rectangle cutter hub two and the reversion of rear convex rectangle cutter hub two, motor two drives front recessed rectangle cutter hub to rotate forward, after motor two drives, recessed rectangle cutter hub inverts, lordosis rectangle cutter hub one, rear convex rectangle cutter hub one, lordosis rectangle cutter hub two, rear convex rectangle cutter hub two and front recessed rectangle cutter hub, the soil cutting of its lower end is stirred in rotation by rear recessed rectangle cutter hub with cement mortar；Left end cutting is stirred into convex rectangular head in rotation by lordosis rectangle cutter hub one, rear convex rectangle cutter hub one, and right-hand member cutting is stirred into convex rectangular head in rotation by lordosis rectangle cutter hub two, rear convex rectangle cutter hub two；Drilling rod two forms, during being pressed into downwards, the soil cement convex rectangular head pile body that about one two ends are respectively provided with two convex rectangular head；
Described recessed rectangular head stake rig is fastened and connected with convex rectangular head stake rig associated working manufacture the process of piling wall: in the original position needing into wall axis, a concrete recessed rectangular head stake is manufactured according to the working method of above-mentioned recessed rectangular head stake rig with recessed rectangular head stake rig, at this, the right side of recessed rectangular head stake, the distance of one the convex rectangular head stake in interval remanufacture second concrete recessed rectangular head stake, so manufacture the convex rectangular head pilespacing in one, multiple intervals from the recessed rectangular head stake of multiple concrete；When the concrete strength of the recessed rectangular head stake on both sides reaches a timing, again in the spacing between each two recessed rectangular head stake, a soil cement convex rectangular head stake is manufactured according to the working method of above-mentioned convex rectangular head stake rig with convex rectangular head stake rig, two the convex rectangular head making the soil cement convex rectangular head stake left end between the recessed rectangular head stake of each two concrete are fit to two recessed rectangular head of the left side recessed rectangular head stake right-hand member, two convex rectangular head of soil cement convex rectangular head stake right-hand member are fit to two recessed rectangular head of the right concrete recessed rectangular head stake left end, the piling wall that the soil cement convex rectangular head stake being thusly-formed between the recessed rectangular head stake of multiple concrete and each two recessed rectangular head stake is mutually fastened and connected, gear soil for building basis, antiseep.
A kind of double square the most according to claim 1 is fastened and connected piling wall equipment, it is characterised in that: the recessed rectangle of the recessed rectangle tool post cross section of described recessed rectangular head rig coincide with the convex rectangle of convex rectangle tool post cross section.
A kind of double square the most according to claim 1 is fastened and connected piling wall equipment, it is characterised in that: the convex rectangle of the convex rectangle cutter hub cross section of described convex rectangular head rig coincide with the recessed rectangle of recessed rectangle cutter hub cross section.
A kind of double square the most according to claim 1 is fastened and connected piling wall equipment, it is characterised in that: the recessed rectangular head of the recessed rectangular head stake that the convex rectangular head of the convex rectangular head stake that described convex rectangular head rig manufactures manufactures with recessed rectangular head rig coincide.
CN201610449915.XA 2016-06-22 2016-06-22 Double-rectangle equipment for buckling-connection piling wall Withdrawn CN105908724A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610449915.XA CN105908724A (en) 2016-06-22 2016-06-22 Double-rectangle equipment for buckling-connection piling wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610449915.XA CN105908724A (en) 2016-06-22 2016-06-22 Double-rectangle equipment for buckling-connection piling wall

Publications (1)

Publication Number Publication Date
CN105908724A true CN105908724A (en) 2016-08-31

Family

ID=56758199

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610449915.XA Withdrawn CN105908724A (en) 2016-06-22 2016-06-22 Double-rectangle equipment for buckling-connection piling wall

Country Status (1)

Country Link
CN (1) CN105908724A (en)

Similar Documents

Publication Publication Date Title
CN105735298A (en) Inserting cross-shaped pile wall
CN105862743A (en) Arc buckling pile wall manufacturing equipment
CN105735306A (en) Pile wall manufacturing device
CN105887866A (en) Inserting buckling pile manufacturing machine
CN105821865A (en) Buckled T-shaped pile wall manufacturing machine tool
CN105862815A (en) Manufacturing machine tool for buckling T-shaped pile wall
CN105862822A (en) V-shaped fold line piling wall through latching connection
CN105862821A (en) Y-shaped latching connection piling wall
CN105821872A (en) Pile wall manufacturing equipment
CN105862816A (en) Manufacturing machine tool for latching T-shaped pile wall
CN105839632A (en) Double-rectangular-locking mixing pile machine
CN105951750A (en) Manufacturing equipment for Y-shaped buckling retaining wall
CN105821869A (en) Locking type T-shaped pile wall manufacturing machine
CN105887850A (en) Pile wall
CN105887849A (en) Socket-connection V-shaped folded line pile wall
CN105821866A (en) Occlusive cross-shaped pile wall
CN105862803A (en) Rectangular locking and buckling connecting pile wall
CN105862801A (en) Rectangular engagement connecting pile wall
CN105862802A (en) Rectangular opening inserting connecting pile wall
CN105735301A (en) Buckled cross-shaped pile wall
CN105862825A (en) Y-shaped socket buckling connection piling wall
CN105887848A (en) Y-shaped joint pile wall forming equipment
CN105862817A (en) Wall forming equipment for Y-shaped buckling pile wall
CN106088016A (en) Double square engages and connects piling wall equipment
CN105821844A (en) Latching engagement wall building machine

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication

Application publication date: 20160831

WW01 Invention patent application withdrawn after publication