CN110409427A - A kind of deep basal pit stand column pile sealing hole device and its construction method - Google Patents

A kind of deep basal pit stand column pile sealing hole device and its construction method Download PDF

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Publication number
CN110409427A
CN110409427A CN201910504211.1A CN201910504211A CN110409427A CN 110409427 A CN110409427 A CN 110409427A CN 201910504211 A CN201910504211 A CN 201910504211A CN 110409427 A CN110409427 A CN 110409427A
Authority
CN
China
Prior art keywords
stand column
column pile
hole
regularization
steel plate
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.)
Pending
Application number
CN201910504211.1A
Other languages
Chinese (zh)
Inventor
方昌伟
童中帆
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.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group 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 China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201910504211.1A priority Critical patent/CN110409427A/en
Publication of CN110409427A publication Critical patent/CN110409427A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • 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

Abstract

The invention belongs to the technical field of construction of deep basal pit stand column pile sealing hole, more particularly to a kind of deep basal pit stand column pile sealing hole device and its construction method, including stand column pile, regularization steel plate is equipped with above the stand column pile, the regularization steel plate is surrounded by several holes, capping has regularization template at stand column pile hole below the stand column pile, the regularization template center is provided with bolt hole, steel strand wires one end is fixed in regularization template by the bolt of bolt hole, the other end is each passed through the hole of regularization steel plate surrounding, and it is strained and fixed with iron staff, to block stand column pile hole, then casting concrete again, high altitude operation is prevented, reduce the risk of high altitude operation, simultaneously, the configuration of the present invention is simple, materials are easy, it is easy to operate, greatly simplify working procedure, improve construction quality, leakproof effect Fruit is obvious.

Description

A kind of deep basal pit stand column pile sealing hole device and its construction method
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of deep basal pit stand column pile sealing hole device and its apply Work method.
Background technique
In building construction process, deep basal pit stand column pile hole is inevitable, and large number of;Generally library layer it is high compared with Greatly, traditional construction is inevitably related to high altitude operation, and danger coefficient is big, and it is complicated to construct, time-consuming work consuming.Block quality Difference directly influences subsequent construction, bad to the waterproof effect of plate face.Therefore, how a kind of construction safety, construction quality are provided The construction method of good and high-efficient deep basal pit stand column pile sealing hole is this field technical problem urgently to be resolved.
Summary of the invention
For the technical problems in the prior art, the purpose of the present invention is to provide a kind of deep basal pit stand column pile holes Plugging device and its construction method, to achieve the goals above, the technical scheme adopted by the invention is as follows:
A kind of deep basal pit stand column pile sealing hole device, including stand column pile, the stand column pile top are equipped with regularization steel plate, The regularization steel plate is surrounded by several holes, and capping has regularization template at the stand column pile hole below the stand column pile, The regularization template center is provided with bolt hole, and steel strand wires one end is fixed in regularization template by the bolt of bolt hole, separately One end is each passed through the hole of regularization steel plate surrounding, and is strained and fixed with iron staff.
Preferably, the steel strand wires are no less than 4, are each passed through the hole of regularization steel plate surrounding.
Preferably, the regularization steel plate is hollow regular quadrangle, and side length is greater than stand column pile diameter.
Preferably, the length of the iron staff is greater than the diameter of regularization steel plate hole.
Preferably, a kind of deep basal pit stand column pile sealing hole device, construction method are as follows:
Stand column pile hole first is blocked with regularization template, sizing is fixed to by the bolt of bolt hole with 4 steel strand wires Change in template, the other end of steel strand wires is passed through to the hole of regularization steel plate surrounding, and be strained and fixed with iron staff, to block Stand column pile hole, then casting concrete again.
A kind of deep basal pit stand column pile sealing hole device provided by the invention and its construction method are blocked with regularization template Behind posture in standing (qigong) stanchion hole, all work progress in plate face, have prevented high altitude operation, reduce the risk of high altitude operation, together When, the configuration of the present invention is simple, materials are easy, and it is easy to operate, working procedure is greatly simplified, construction quality, leakproof are improved Effect is obvious.
Detailed description of the invention
A kind of deep basal pit stand column pile sealing hole device stereoscopic schematic diagram of Fig. 1;
A kind of deep basal pit stand column pile sealing hole device floor map of Fig. 2;
1. stand column pile in figure, 2. regularization templates, 3. regularization steel plates, 4. steel strand wires, 5. bolt, 6. iron staff, 7. stand column pile Hole
Specific embodiment
A kind of deep basal pit stand column pile sealing hole device and its construction method to further describe the present invention, below with reference to Attached drawing is described further it.
A kind of deep basal pit stand column pile sealing hole device, comprising: stand column pile 1 is equipped with regularization steel above the stand column pile 1 Plate 3, the regularization steel plate 3 are hollow regular quadrangle, and side length is greater than 1 diameter of stand column pile, and the regularization steel plate 3 is surrounded by Several holes, capping has regularization template 2,2 center of regularization template at the stand column pile hole 7 of 1 lower section of the stand column pile It is provided with bolt hole, with no less than 4 steel strand wires, one end is fixed in regularization template 2 by the bolt 5 of bolt hole, another End is each passed through the hole of 3 surrounding of regularization steel plate, and is strained and fixed with iron staff 6, and the length of iron staff 6 is greater than regularization steel plate 3 The diameter of hole.
Construction method are as follows:
Stand column pile hole 7 first is blocked with regularization template 2, is fixed to 4 steel strand wires 4 by the bolt 5 of bolt hole In regularization template 2, the other end of steel strand wires 4 is passed through to the hole of 3 surrounding of regularization steel plate, and is strained and fixed with iron staff 6, from And stand column pile hole 7 is blocked, then casting concrete again.
The above content is just an example and description of the concept of the present invention, not detailed place, is the art Well-known technique, affiliated those skilled in the art make various modifications or additions to the described embodiments or It is substituted in a similar manner, it as long as it does not deviate from the concept of invention or beyond the scope defined by this claim, should all It belongs to the scope of protection of the present invention.

Claims (5)

1. a kind of deep basal pit stand column pile sealing hole device, which is characterized in that including stand column pile (1), above the stand column pile (1) Equipped with regularization steel plate (3), the regularization steel plate (3) is surrounded by several holes, the stand column pile below the stand column pile (1) There is regularization template (2) capping at hole (7), regularization template (2) center is provided with bolt hole, and steel strand wires (4) one end is logical The bolt (5) for crossing bolt hole is fixed on regularization template (2), and the other end is each passed through the hole of regularization steel plate (3) surrounding, And it is strained and fixed with iron staff (6).
2. a kind of deep basal pit stand column pile sealing hole device according to claim 1, which is characterized in that the steel strand wires (4) 4 are no less than, the hole of regularization steel plate (3) surrounding is each passed through.
3. a kind of deep basal pit stand column pile sealing hole device according to claim 1, which is characterized in that the regularization steel Plate (3) is hollow regular quadrangle, and side length is greater than stand column pile (1) diameter.
4. a kind of deep basal pit stand column pile sealing hole device according to claim 1, which is characterized in that the iron staff (6) Length be greater than regularization steel plate (3) hole diameter.
5. a kind of deep basal pit stand column pile sealing hole device according to claim 1, which is characterized in that construction method are as follows: Stand column pile hole (7) first are blocked with regularization template (2), are fixed to 4 steel strand wires (4) by the bolt (5) of bolt hole In regularization template (2), the other end of steel strand wires (4) is passed through to the hole of regularization steel plate (3) surrounding, and draw with iron staff (6) It fastens, to block stand column pile hole (7), then casting concrete again.
CN201910504211.1A 2019-06-12 2019-06-12 A kind of deep basal pit stand column pile sealing hole device and its construction method Pending CN110409427A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910504211.1A CN110409427A (en) 2019-06-12 2019-06-12 A kind of deep basal pit stand column pile sealing hole device and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910504211.1A CN110409427A (en) 2019-06-12 2019-06-12 A kind of deep basal pit stand column pile sealing hole device and its construction method

Publications (1)

Publication Number Publication Date
CN110409427A true CN110409427A (en) 2019-11-05

Family

ID=68358969

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910504211.1A Pending CN110409427A (en) 2019-06-12 2019-06-12 A kind of deep basal pit stand column pile sealing hole device and its construction method

Country Status (1)

Country Link
CN (1) CN110409427A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014122104A (en) * 2012-12-21 2014-07-03 Toda Constr Co Ltd Suspension fixture for irregular mold body and suspension method thereof
CN204199688U (en) * 2014-10-31 2015-03-11 中国建筑第八工程局有限公司 Floor slab preformed hole hangs mould mounting structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014122104A (en) * 2012-12-21 2014-07-03 Toda Constr Co Ltd Suspension fixture for irregular mold body and suspension method thereof
CN204199688U (en) * 2014-10-31 2015-03-11 中国建筑第八工程局有限公司 Floor slab preformed hole hangs mould mounting structure

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Application publication date: 20191105