CN2412036Y - Improved assembling precast hole digging pile protecting wall - Google Patents

Improved assembling precast hole digging pile protecting wall Download PDF

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Publication number
CN2412036Y
CN2412036Y CN 00211388 CN00211388U CN2412036Y CN 2412036 Y CN2412036 Y CN 2412036Y CN 00211388 CN00211388 CN 00211388 CN 00211388 U CN00211388 U CN 00211388U CN 2412036 Y CN2412036 Y CN 2412036Y
Authority
CN
China
Prior art keywords
watt
retaining
giving
digging pile
hole digging
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
CN 00211388
Other languages
Chinese (zh)
Inventor
阎慧奎
Original Assignee
阎慧奎
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 阎慧奎 filed Critical 阎慧奎
Priority to CN 00211388 priority Critical patent/CN2412036Y/en
Application granted granted Critical
Publication of CN2412036Y publication Critical patent/CN2412036Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an improved assembling precast hole digging pile protecting wall. The utility model is characterized in that adjacent precast tiles which are constituted into the tubular protecting wall are connected by U-shaped grooves or connection ears, rebar through holes and pre-embedded rebar heads are preset at the edge of the tile at a junction by the reinforcing and tightening of a rebar, a hanging hole of a moving hanging rib is preset at the upper part of the precast tile, and a reinforcing rib is embedded in the tile. The utility model has the characteristics of more convenient and more safety installation in construction.

Description

Improved assembly type is given the system protection wall of bored pile
Existing assembly type is given in the system protection wall of bored pile, adopts fastening steel disc and fastening bolt to fix between the multi-disc of the forming one section pipe shape retaining wall system of giving watt, leaves between the two sections retaining wall and oozes the slurry hole, gives and does not establish reinforcing rib in making watt.The shortcoming of this method is: the fastness and the assembling speed of retaining wall are undesirable, are not easy to adopt light material to manufacture to give system watt, assembling stage can not guarantee retaining wall and on every side side-friction force.
The purpose of this utility model provides a kind of improved assembly type and gives the system protection wall of bored pile, and it is better to make it firm degree, installation rate, assurance side-friction force aspect, and the convenient light material that adopts is manufactured.
The purpose of this utility model is achieved in that to be given by multi-disc and gives reason in its system of giving of the system watt pipe shape retaining wall of forming watt and establish reinforcing rib, increases retaining wall intensity, the intensity of also being convenient to guarantee when using light material to manufacture watt.Adopt U-lag or take ear between the system of giving of one section retaining wall watt to connect, give at a watt edge, junction and leave reinforced steel bar perforation and give and bury steel bar end underground, so that use the reinforcing bar tighten, the fastness of increase retaining wall.Give system watt top and leave the movable muscle hanging hole of hanging, use the extension muscle that is connected with ground or top retaining wall to tangle in case of necessity, retaining wall is not sunk.Leave the space at the vertical overlapping of two sections retaining wall, by the space concrete is filled into the retaining wall outer periphery when retaining wall is installed, the thickness that has promptly increased retaining wall has guaranteed retaining wall and side-friction force on every side again.
The utility model has the advantages that: rapider during installation, more firm, be convenient to again adopt light material to manufacture, thus more laborsaving.
Below in conjunction with accompanying drawing the utility model is illustrated.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 adopts to take in the ear connection, takes the backsight enlarged drawing at position, ear 2 place.
By accompanying drawing as can be known: the 1st, the U-lag of the connecting portion when connecting between two systems of giving watts 7 with U-lag, the 2nd, the connecting portion of the system of giving watts 7 takes ear when taking that ear connects, the 3rd, the concrete of filling in the two sections retaining wall overlapping space, the 4th, the system of giving 7 is given the activity of staying and is hung the muscle hanging hole, the 5th, give the reinforced steel bar perforation that stays on the system of giving watts 7, the 6th, give being embedded in two slices watts 7 respectively, existing tighten steel bar end together, the 8th, give reason and be located at reinforcing rib in the system of giving watts 7.

Claims (1)

1, a kind of assembly type of having improved is given the system protection wall of bored pile, it is characterized in that: the multi-disc of the forming one section pipe shape retaining wall system of giving watt, bury reinforcing rib in its watt underground, adopt U-lag between adjacent watt or take ear and connect, edge, two watts of joints gives and stays reinforced steel bar perforation to bury steel bar end with giving, utilize the reinforcing bar tighten, watt top is given and is stayed activity to hang the muscle hanging hole, and the vertical overlapping of two sections tubulose retaining wall has the space.
CN 00211388 2000-04-06 2000-04-06 Improved assembling precast hole digging pile protecting wall Expired - Fee Related CN2412036Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00211388 CN2412036Y (en) 2000-04-06 2000-04-06 Improved assembling precast hole digging pile protecting wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00211388 CN2412036Y (en) 2000-04-06 2000-04-06 Improved assembling precast hole digging pile protecting wall

Publications (1)

Publication Number Publication Date
CN2412036Y true CN2412036Y (en) 2000-12-27

Family

ID=33578091

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00211388 Expired - Fee Related CN2412036Y (en) 2000-04-06 2000-04-06 Improved assembling precast hole digging pile protecting wall

Country Status (1)

Country Link
CN (1) CN2412036Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100415997C (en) * 2004-08-10 2008-09-03 山东省机械施工公司 Hollow artificial hole digging bored concrete pile and its construction method
CN103758123A (en) * 2014-01-24 2014-04-30 江苏建筑职业技术学院 Method for constructing protecting wall lining of cast-in-place manual hole digging pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100415997C (en) * 2004-08-10 2008-09-03 山东省机械施工公司 Hollow artificial hole digging bored concrete pile and its construction method
CN103758123A (en) * 2014-01-24 2014-04-30 江苏建筑职业技术学院 Method for constructing protecting wall lining of cast-in-place manual hole digging pile
CN103758123B (en) * 2014-01-24 2015-12-09 江苏建筑职业技术学院 The construction method of manually digging hole filling pile retaining wall lining

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee
C19 Lapse of patent right due to non-payment of the annual fee