[go: up one dir, main page]

CN108590332A - Prefabricated concrete structure peripheral protective construction method - Google Patents

Prefabricated concrete structure peripheral protective construction method Download PDF

Info

Publication number
CN108590332A
CN108590332A CN201810451915.2A CN201810451915A CN108590332A CN 108590332 A CN108590332 A CN 108590332A CN 201810451915 A CN201810451915 A CN 201810451915A CN 108590332 A CN108590332 A CN 108590332A
Authority
CN
China
Prior art keywords
wall body
guard rail
precast wall
rail rod
service sleeve
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Withdrawn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
CN201810451915.2A
Other languages
Chinese (zh)
Inventor
李晓亮
迟毅
张鹏飞
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 22MCC Group Corp Ltd
Original Assignee
China 22MCC 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 China 22MCC Group Corp Ltd filed Critical China 22MCC Group Corp Ltd
Priority to CN201810451915.2A priority Critical patent/CN108590332A/en
Publication of CN108590332A publication Critical patent/CN108590332A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • 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
    • E04G21/14Conveying or assembling building elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention relates to construction techniques, specifically a kind of prefabricated concrete structure peripheral protective construction method.It carries out in the steps below:When making precast wall body, the pre-buried service sleeve for inserting peripheral guard rail rod in precast wall body;When site operation, precast wall body installs, and peripheral guard rail rod is inserted into service sleeve;It waits for that precast floor slab installs, in pouring concrete after pouring, peripheral guard rail rod is removed and seals the rear pouring concrete of service sleeve.The present invention, which is effectively avoided, to be set up scaffold outside wall and is gone along with sb. to guard him to install, while being avoided and being drilled on precast wall body, and the repairing of later stage wall is reduced, and dramatically saves the artificial and duration.

Description

Prefabricated concrete structure peripheral protective construction method
Technical field
The present invention relates to construction techniques, specifically a kind of prefabricated concrete structure peripheral protective construction method.
Background technology
In traditional prefabricated concrete structure peripheral protective installing engineering, need to set up scaffold in advance, and scaffold Fixation and the installation needs of peripheral guard rail rod drill on precast wall body, fixed by bolt.Aforesaid way, due to needing It drills, wall body structure can be damaged to wall, when removing peripheral protective, also need to repair wall.
Invention content
The present invention in view of the above-mentioned problems existing in the prior art, provides a kind of prefabricated concrete structure peripheral protective construction party Method, this method need not remove conveniently wall body hole, peripheral guard rail rod installation.
The present invention solve its technical problem the technical solution adopted is that:
A kind of prefabricated concrete structure peripheral protective construction method, carries out in the steps below:
(1)When making precast wall body, the pre-buried service sleeve for inserting peripheral guard rail rod in precast wall body;
(2)When site operation, precast wall body installs, and peripheral guard rail rod is inserted into service sleeve;
(3)Wait for that precast floor slab installs, in pouring concrete after pouring, after peripheral guard rail rod is removed and uses service sleeve Pouring concrete seals.
Using the present invention of above-mentioned technical proposal, compared with prior art, advantageous effect is:
Effective avoid is set up scaffold outside wall and is gone along with sb. to guard him to install, while avoiding and being bored on precast wall body Hole reduces the repairing of later stage wall, dramatically saves the artificial and duration.
Further, preferred embodiment of the present invention is:Fixed steel bars are connected between service sleeve.
Description of the drawings
Fig. 1 is peripheral guard rail rod in-site installation vertical view;
Fig. 2 is 1-1 cut away views in Fig. 1;
Fig. 3 is 2-2 cut away views in Fig. 1;
Fig. 4 is construction drawing after peripheral guard rail rod is removed;
In figure:1-precast wall body internal lobe;2-precast wall body inner thermal insulating layers;3-precast wall body siphonal lobes;4-service sleeves;5— Peripheral guard rail rod;6-fixed steel bars;7-precast floor slabs 7;8-after-pouring concrete.
Specific implementation mode
The present invention is described in detail with reference to the accompanying drawings and embodiments.
Referring to Fig. 1 to Fig. 4, a kind of prefabricated concrete structure peripheral protective construction method carries out in the steps below:
First when making precast wall body, the pre-buried service sleeve 4 for inserting peripheral guard rail rod 5 in precast wall body internal lobe 1, It is connected with fixed steel bars 6 between service sleeve 4, so that service sleeve 4 is fixed in precast wall body by fixed steel bars 6.
When then constructing at the scene, precast wall body installs, and peripheral guard rail rod 5 is inserted into service sleeve 4, waits for prefabricated Floor 7 installs, and in pouring concrete 8 after pouring, peripheral guard rail rod 5 is removed, and finally pours rear pouring concrete 8, and pre- Casing 4 in wall processed is sealed by after-pouring concrete eight.
Precast wall body is made of precast wall body internal lobe 1, precast wall body inner thermal insulating layer 2, precast wall body siphonal lobe 3 in figure.
The foregoing is merely preferably feasible embodiments of the invention, not thereby limit to the interest field of the present invention, Equivalence changes made by all contents with description of the invention are both contained within the interest field of the present invention.

Claims (2)

1. a kind of prefabricated concrete structure peripheral protective construction method, which is characterized in that carry out in the steps below:
(1)When making precast wall body, the pre-buried service sleeve for inserting peripheral guard rail rod in precast wall body;
(2)When site operation, precast wall body installs, and peripheral guard rail rod is inserted into service sleeve;
(3)Wait for that precast floor slab installs, in pouring concrete after pouring, after peripheral guard rail rod is removed and uses service sleeve Pouring concrete seals.
2. prefabricated concrete structure peripheral protective construction method according to claim 1, it is characterised in that:Service sleeve it Between be connected with fixed steel bars.
CN201810451915.2A 2018-05-12 2018-05-12 Prefabricated concrete structure peripheral protective construction method Withdrawn CN108590332A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810451915.2A CN108590332A (en) 2018-05-12 2018-05-12 Prefabricated concrete structure peripheral protective construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810451915.2A CN108590332A (en) 2018-05-12 2018-05-12 Prefabricated concrete structure peripheral protective construction method

Publications (1)

Publication Number Publication Date
CN108590332A true CN108590332A (en) 2018-09-28

Family

ID=63636850

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810451915.2A Withdrawn CN108590332A (en) 2018-05-12 2018-05-12 Prefabricated concrete structure peripheral protective construction method

Country Status (1)

Country Link
CN (1) CN108590332A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644800A (en) * 2019-09-16 2020-01-03 佛山建装建筑科技有限公司 Outer periphery of construction edge and using method thereof
CN111042556A (en) * 2019-12-04 2020-04-21 佛山建装建筑科技有限公司 Edge protection device and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2267102A (en) * 1992-05-19 1993-11-24 Gary Martin Price Improvements in or relating to installation of posts
CN201280837Y (en) * 2008-09-11 2009-07-29 南京建工集团有限公司 Inserting type enclosure towards the limb for construction engineering
CN201915506U (en) * 2010-12-28 2011-08-03 中建三局第二建设工程有限责任公司 Embedded fitting for railing bases
CN104790676A (en) * 2015-04-29 2015-07-22 中国十七冶集团有限公司 Rapid leveling and alignment device and method for installation of prefabricated wallboards
CN105297921A (en) * 2015-09-17 2016-02-03 中民筑友有限公司 Prefabricated plate and prefabricated wall joint and construction method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2267102A (en) * 1992-05-19 1993-11-24 Gary Martin Price Improvements in or relating to installation of posts
CN201280837Y (en) * 2008-09-11 2009-07-29 南京建工集团有限公司 Inserting type enclosure towards the limb for construction engineering
CN201915506U (en) * 2010-12-28 2011-08-03 中建三局第二建设工程有限责任公司 Embedded fitting for railing bases
CN104790676A (en) * 2015-04-29 2015-07-22 中国十七冶集团有限公司 Rapid leveling and alignment device and method for installation of prefabricated wallboards
CN105297921A (en) * 2015-09-17 2016-02-03 中民筑友有限公司 Prefabricated plate and prefabricated wall joint and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644800A (en) * 2019-09-16 2020-01-03 佛山建装建筑科技有限公司 Outer periphery of construction edge and using method thereof
CN111042556A (en) * 2019-12-04 2020-04-21 佛山建装建筑科技有限公司 Edge protection device and construction method thereof

Similar Documents

Publication Publication Date Title
RU2382143C2 (en) Block of curb for limitation of wall section in soil, element of curb block and method for wall erection in soil
CN103924793B (en) Old house reinforcement structure and reinforcement means thereof
CN106193141B (en) A kind of impaired pier footing method for reinforcing of earthquake
CN104060634B (en) Water-stopping method and the structure of push pipe work well reserving hole
CN104695626B (en) A kind of separate type prefabricated reinforced concrete bracket column and construction method
CN105952030A (en) Insert bolt type prefabricated shear wall vertical joint connecting structure and construction method thereof
CN108824676B (en) Bottom joint structure of double-sided superimposed shear wall and installation construction method thereof
CN108590332A (en) Prefabricated concrete structure peripheral protective construction method
JP5202708B2 (en) Steel pipe pile and pile foundation method using the steel pipe pile
CN211344262U (en) Air-defense embedded sleeve device for air-defense basement
CN109695452A (en) A kind of single layer pit shaft and its construction method that can axially allow pressure
CN1086435C (en) A set of parts for use in building and a method of using same
JP2011094430A (en) Method for constructing steel pipe sheet pile, and structure using the same
JPS6354093B2 (en)
JP5281919B2 (en) Outside heat insulation foundation structure and its construction method
JP2009102818A (en) Connection structure between pillar and steel pipe pile
CN205711786U (en) Big cross section porous overlength cast-in-place box culvert formwork system
CN109296204A (en) Shear wall steel structural embedded parts exempt to pick chisel construction method
CN204492000U (en) A kind of separate type prefabricated reinforced concrete bracket column
JP5881320B2 (en) Reinforcement method of old and new concrete joints and reinforcement structure of joints
CN108442698B (en) Deformation joint split bolt pvc sleeve plugging method and plugging fixing sleeve
JPH09209361A (en) Pile driving method in pit structure
JP2002089051A (en) Crack reinforcing method for concrete structure and crack reinforcing structure
JP2004293210A (en) Renovation method for electric pole
JPH06272246A (en) Pile head processing method for precast prestressed concrete pile

Legal Events

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

Application publication date: 20180928