CN203961258U - Builder's jack foot guard structure - Google Patents

Builder's jack foot guard structure Download PDF

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Publication number
CN203961258U
CN203961258U CN201420267988.3U CN201420267988U CN203961258U CN 203961258 U CN203961258 U CN 203961258U CN 201420267988 U CN201420267988 U CN 201420267988U CN 203961258 U CN203961258 U CN 203961258U
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CN
China
Prior art keywords
builder
jack
template
iron
angle steel
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
CN201420267988.3U
Other languages
Chinese (zh)
Inventor
陈永伟
王端阳
李克江
刘光辉
陈赛菊
王左同
周铖
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.)
Zhongtian Construction Group Co Ltd Tianjin Branch
Original Assignee
Zhongtian Construction Group Co Ltd Tianjin Branch
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 Zhongtian Construction Group Co Ltd Tianjin Branch filed Critical Zhongtian Construction Group Co Ltd Tianjin Branch
Priority to CN201420267988.3U priority Critical patent/CN203961258U/en
Application granted granted Critical
Publication of CN203961258U publication Critical patent/CN203961258U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a kind of builder's jack foot guard structure, comprise builder's jack, i iron and concrete structure, the i iron of described a plurality of parallel interval settings is encorbelmented and is arranged on concrete structure by being embedded in pressure ring in concrete structure, the cantilever end of described i iron is vertically fixed with builder's jack, on the i iron of described builder's jack bottom, protected apron assembly is installed, this protected apron assembly comprises polylith template and a pair of angle steel, longitudinal spliced installation polylith template between the angle steel of two parallel interval settings, the two ends of every template are shaped with respectively the pattern hole being connected with angle steel, in the template of corresponding described suspended scaffold upright rod load, be shaped with vertical rod hole.Protected apron assembly of the present utility model has fixation, quick and easy for installation, use is flexible, the feature of scale processing, and detachably recycling, effectively reduces construction cost.

Description

Builder's jack foot guard structure
Technical field
The utility model belongs to scaffold field, relates to the builder's jack for high-level structure, especially a kind of builder's jack foot guard structure.
Background technology
Scaffold is that job site is the support that workman operates and solves vertically and horizontal transport is set up, the general builder's jack that uses in high-level structure.
In highrise building, in order to improve safety factor, prevent that the object that is positioned at eminence from directly falling on the ground, conventionally in peripheral protective builder's jack bottom, safeguard structure is installed, traditional safeguard structure uses the structures such as flitch, template splicing or welding steel splicing conventionally.
The shortcoming of above-mentioned safeguard structure is: material and artificial having high input, and installation effectiveness is low, is difficult for removing, thereby not reproducible utilization, improved construction cost.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of simple in structure, install simple, reusable builder's jack foot guard structure.
Scheme of the present utility model is achieved in that
A kind of builder's jack foot guard structure, comprise builder's jack, i iron and concrete structure, described i iron is a plurality of, and parallel interval setting, the plurality of i iron is encorbelmented and is arranged on concrete structure by being embedded in pressure ring in concrete structure, the cantilever end of described i iron is vertically fixed with builder's jack, on the i iron of described builder's jack bottom, protected apron assembly is installed, this protected apron assembly comprises polylith template and a pair of angle steel, longitudinal spliced installation polylith template between the angle steel of two parallel interval settings, the two ends of every template are shaped with respectively the pattern hole being connected with angle steel, in the template of corresponding described suspended scaffold upright rod load, be shaped with vertical rod hole.
And the circular hole that described vertical rod hole is shaped with by adjacent two template sides forms.
And described template comprises two kinds of specifications, at the little template at protected apron assembly both ends and a plurality of large forms between two little templates.
And described large form right-hand end is shaped with upper and lower spaced two pattern hole, to being shaped with a pattern hole in the middle part of the large form left end of two pattern hole, these three pattern hole are isosceles triangle setting.
And described angle steel longitudinal separation is fixedly mounted with a plurality of dividing plates, between adjacent separator, be shaped with the angle steel hole corresponding with described pattern hole.
Advantage of the present utility model and good effect are:
1, this structure is by installing protected apron assembly on the i iron in builder's jack bottom, and fitting operation is quick, and fixation.
2, by being shaped with three on large form, be the pattern hole that isosceles triangle arranges, make large form and angle steel stable connection, quick and easy for installation.
3, protected apron assembly of the present utility model has fixation, quick and easy for installation, use is flexible, the feature of scale processing, and detachably recycling, effectively reduces construction cost.
Accompanying drawing explanation
Fig. 1 is perspective view of the present utility model;
Fig. 2 is the perspective view of protected apron assembly in Fig. 1;
Fig. 3 is the structural representation of angle steel in Fig. 2;
Fig. 4 is the structural representation of large form in the utility model.
The specific embodiment
Below in conjunction with accompanying drawing and by specific embodiment, the utility model is described in further detail.
A kind of builder's jack foot guard structure, as shown in Figure 1, comprise builder's jack 1, i iron 2 and concrete structure 3, described i iron is a plurality of, and parallel interval setting, the plurality of i iron is encorbelmented and is arranged on concrete structure by being embedded in pressure ring 4 in concrete structure, and the cantilever end of described i iron is vertically fixed with builder's jack.
Innovative point of the present utility model is:
On the i iron of described builder's jack bottom, protected apron assembly 5 is installed, as shown in Figure 2, this protected apron assembly comprises a plurality of templates 6 and a pair of angle steel 7, a plurality of templates of longitudinal spliced installation between the angle steel of two parallel interval settings, the two ends of each template are shaped with respectively the pattern hole 8 being connected with angle steel, in the template of corresponding described suspended scaffold upright rod load, be shaped with vertical rod hole 9, the circular hole that this vertical rod hole is shaped with by adjacent two template sides forms, thereby be convenient to install, dismantle template, reusable.
In the present embodiment, described template comprises two kinds of specifications, at the little template at protected apron assembly both ends and a plurality of large forms between two little templates, the structure of described large form as shown in Figure 4, its right-hand end is shaped with upper and lower spaced two pattern hole, and to being shaped with a pattern hole in the middle part of the large form left end of two pattern hole, these three pattern hole are isosceles triangle setting, not only fixation, and effectively improved operating efficiency.
As shown in Figure 3, this angle steel is shaped with the angle steel hole 10 corresponding with described pattern hole to the structure of described angle steel.
Construction method of the present utility model is:
Step 1, in advance pre-buried pressure ring in the work progress of concrete structure;
Step 2, by the fixing i iron of pressure ring;
Step 3, sets up builder's jack at i iron cantilever end;
Step 4 is placed symmetrically arranged angle steel on the i iron of builder's jack bottom, by the template splicing of scale processing at angle steel together;
Step 5, is connected template with angle steel.
This structure is by installing protected apron assembly on the i iron in builder's jack bottom, and fitting operation is quick, and fixation.By being shaped with three on large form, be the pattern hole that isosceles triangle arranges, make large form and angle steel stable connection, quick and easy for installation.Protected apron assembly of the present utility model has fixation, quick and easy for installation, use is flexible, the feature of scale processing, and detachably recycling, effectively reduces construction cost.
It is emphasized that; embodiment described in the utility model is illustrative; rather than determinate; therefore the utility model comprises and is not limited to the embodiment described in the specific embodiment; every other embodiments that drawn according to the technical solution of the utility model by those skilled in the art, belong to the scope that the utility model is protected equally.

Claims (5)

1. a builder's jack foot guard structure, comprise builder's jack, i iron and concrete structure, described i iron is a plurality of, and parallel interval setting, the plurality of i iron is encorbelmented and is arranged on concrete structure by being embedded in pressure ring in concrete structure, the cantilever end of described i iron is vertically fixed with builder's jack, it is characterized in that: on the i iron of described builder's jack bottom, protected apron assembly is installed, this protected apron assembly comprises polylith template and a pair of angle steel, longitudinal spliced installation polylith template between the angle steel of two parallel interval settings, the two ends of every template are shaped with respectively the pattern hole being connected with angle steel, in the template of corresponding described suspended scaffold upright rod load, be shaped with vertical rod hole.
2. builder's jack foot guard structure according to claim 1, is characterized in that: the circular hole that described vertical rod hole is shaped with by adjacent two template sides forms.
3. builder's jack foot guard structure according to claim 1, is characterized in that: described template comprises two kinds of specifications, at the little template at protected apron assembly both ends and a plurality of large forms between two little templates.
4. builder's jack foot guard structure according to claim 3, it is characterized in that: described large form right-hand end is shaped with upper and lower spaced two pattern hole, to being shaped with a pattern hole in the middle part of the large form left end of two pattern hole, these three pattern hole are isosceles triangle setting.
5. builder's jack foot guard structure according to claim 1, is characterized in that: described angle steel is shaped with the angle steel hole corresponding with described pattern hole.
CN201420267988.3U 2014-05-23 2014-05-23 Builder's jack foot guard structure Expired - Fee Related CN203961258U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420267988.3U CN203961258U (en) 2014-05-23 2014-05-23 Builder's jack foot guard structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420267988.3U CN203961258U (en) 2014-05-23 2014-05-23 Builder's jack foot guard structure

Publications (1)

Publication Number Publication Date
CN203961258U true CN203961258U (en) 2014-11-26

Family

ID=51921859

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420267988.3U Expired - Fee Related CN203961258U (en) 2014-05-23 2014-05-23 Builder's jack foot guard structure

Country Status (1)

Country Link
CN (1) CN203961258U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107489265A (en) * 2016-06-13 2017-12-19 宜兴市周铁镇生力钻探机械厂 A kind of construction method of overhanging scaffold
CN109025241A (en) * 2018-06-14 2018-12-18 上海建工集团股份有限公司 Assembled aisle panel assembly and its construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107489265A (en) * 2016-06-13 2017-12-19 宜兴市周铁镇生力钻探机械厂 A kind of construction method of overhanging scaffold
CN109025241A (en) * 2018-06-14 2018-12-18 上海建工集团股份有限公司 Assembled aisle panel assembly and its construction method
CN109025241B (en) * 2018-06-14 2021-10-26 上海建工集团股份有限公司 Assembled walkway plate device and construction method thereof

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

Granted publication date: 20141126

Termination date: 20150523