CN109424193A - Casting method for anti-wall column concrete disintegration - Google Patents

Casting method for anti-wall column concrete disintegration Download PDF

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Publication number
CN109424193A
CN109424193A CN201710760428.XA CN201710760428A CN109424193A CN 109424193 A CN109424193 A CN 109424193A CN 201710760428 A CN201710760428 A CN 201710760428A CN 109424193 A CN109424193 A CN 109424193A
Authority
CN
China
Prior art keywords
pipe
diameter
wall
concrete
meters
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
CN201710760428.XA
Other languages
Chinese (zh)
Inventor
周晶晶
韦鹏
朱月清
龙钦宇
彭中勇
刘洪亮
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.)
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Group Corp 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 Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN201710760428.XA priority Critical patent/CN109424193A/en
Publication of CN109424193A publication Critical patent/CN109424193A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Abstract

The present invention relates to a kind of casting methods for anti-wall column concrete disintegration, it includes the following steps: step 1: production tumbling barrel;Small one and large one two pvc pipes of diameter are separately connected by reduced pipe and at its both ends;Step 2: will be in diameter small pvc pipe insertion wall or wall column;Step 3: insert pump tube into the big pvc pipe mouth of diameter;Step 4: casting concrete, concrete are flowed down along tumbling barrel inner wall.The big pvc pipe of the diameter is A200PVC pipe, and the small pvc pipe of the diameter is A100PVC pipe;The length of the A100PVC pipe is 2 meters, 4 meters or 6 meters;One section of A200PVC pipe is 30cm.The present invention is inserted into wall (column) inside when pouring, and concrete is allowed to fall into wall (column) along tumbling barrel, to reduce its free-falling height, reduces segregation phenomenon.

Description

Casting method for anti-wall column concrete disintegration
Technical field
The present invention relates to a kind of casting methods, are particularly used for the casting method of anti-wall column concrete disintegration.
Background technique
A height of 8 meters in first floor layer, will be poured using day pump when pouring.Since wall (column) height is higher, according to common Method pours, and concrete free-falling height will be greater than 2m, segregation phenomenon occurs.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, a kind of casting method for anti-wall column concrete disintegration is provided, Solve the problems, such as concrete because of concrete disintegration caused by free-falling excessive height.
In order to solve the above-mentioned technical problem, the present invention is implemented as follows:
A kind of casting method for anti-wall column concrete disintegration, it is characterised in that it includes the following steps:
Step 1: production tumbling barrel;Small one and large one two pvc pipes of diameter are separately connected by reduced pipe and at its both ends;
Step 2: will be in diameter small pvc pipe insertion wall or wall column;
Step 3: insert pump tube into the big pvc pipe mouth of diameter;
Step 4: casting concrete, concrete are flowed down along tumbling barrel inner wall.
The casting method for anti-wall column concrete disintegration, it is characterised in that: the big pvc pipe of the diameter is A200PVC pipe, the small pvc pipe of the diameter are A100PVC pipe.
The casting method for anti-wall column concrete disintegration, it is characterised in that: the length of the A100PVC pipe is 2 meters, 4 meters or 6 meters.
The casting method for anti-wall column concrete disintegration, it is characterised in that: one section of A200PVC pipe is 30cm。
The beneficial effects of the present invention are: tumbling barrel makes simply, using pvc pipe, itself is light, convenient for placement and movement;Energy Be effectively reduced because floor is excessively high, pump line can not be inserted into wall (column) it is internal and caused by caused by concrete free-falling excessive height Segregation phenomenon;Tumbling barrel is reusable, more environmentally friendly.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:
Fig. 1 is the structural schematic diagram of tumbling barrel in the present invention.
Specific embodiment
A kind of casting method for anti-wall column concrete disintegration as shown in Figure 1:, it includes the following steps:
Step 1: production tumbling barrel;Small one and large one two pvc pipes of diameter are separately connected by reduced pipe 3 and at its both ends;
Step 2: the small pvc pipe 1 of diameter is inserted into wall or wall column;
Step 3: insert pump tube into the big pvc pipe mouth 2 of diameter;
Step 4: casting concrete, concrete are flowed down along tumbling barrel inner wall.
The big pvc pipe of the diameter is A200PVC pipe, and the small pvc pipe of the diameter is A100PVC pipe;The A100PVC The length of pipe is 2 meters, 4 meters or 6 meters;One section of A200PVC pipe is 30cm.

Claims (4)

1. a kind of casting method for anti-wall column concrete disintegration, it is characterised in that it includes the following steps:
Step 1: production tumbling barrel;Small one and large one two pvc pipes of diameter are separately connected by reduced pipe and at its both ends;
Step 2: will be in diameter small pvc pipe insertion wall or wall column;
Step 3: insert pump tube into the big pvc pipe mouth of diameter;
Step 4: casting concrete, concrete are flowed down along tumbling barrel inner wall.
2. the casting method according to claim 1 for anti-wall column concrete disintegration, it is characterised in that: the diameter is big Pvc pipe be A200PVC pipe, the small pvc pipe of the diameter be A100PVC manage.
3. the casting method according to claim 2 for anti-wall column concrete disintegration, it is characterised in that: described The length of A100PVC pipe is 2 meters, 4 meters or 6 meters.
4. the casting method according to claim 2 for anti-wall column concrete disintegration, it is characterised in that: described One section of A200PVC pipe is 30cm.
CN201710760428.XA 2017-08-30 2017-08-30 Casting method for anti-wall column concrete disintegration Pending CN109424193A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710760428.XA CN109424193A (en) 2017-08-30 2017-08-30 Casting method for anti-wall column concrete disintegration

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710760428.XA CN109424193A (en) 2017-08-30 2017-08-30 Casting method for anti-wall column concrete disintegration

Publications (1)

Publication Number Publication Date
CN109424193A true CN109424193A (en) 2019-03-05

Family

ID=65503789

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710760428.XA Pending CN109424193A (en) 2017-08-30 2017-08-30 Casting method for anti-wall column concrete disintegration

Country Status (1)

Country Link
CN (1) CN109424193A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204960329U (en) * 2015-07-13 2016-01-13 中交路桥华南工程有限公司 A tumbling barrel for concreting structure
CN103526929B (en) * 2013-09-24 2016-01-20 浙江省建工集团有限责任公司 A kind of super high-rise steel pipe column interior concrete pouring construction method
CN205617811U (en) * 2016-04-18 2016-10-05 中建八局第三建设有限公司 A hopper arrangement for steel -pipe column concreting
CN206034922U (en) * 2016-08-03 2017-03-22 中建三局第二建设工程有限责任公司 A tumbling barrel device for high altitude (HA) vertical member concrete placement

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526929B (en) * 2013-09-24 2016-01-20 浙江省建工集团有限责任公司 A kind of super high-rise steel pipe column interior concrete pouring construction method
CN204960329U (en) * 2015-07-13 2016-01-13 中交路桥华南工程有限公司 A tumbling barrel for concreting structure
CN205617811U (en) * 2016-04-18 2016-10-05 中建八局第三建设有限公司 A hopper arrangement for steel -pipe column concreting
CN206034922U (en) * 2016-08-03 2017-03-22 中建三局第二建设工程有限责任公司 A tumbling barrel device for high altitude (HA) vertical member concrete placement

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PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190305