CN203050113U - Formwork supporting cross bar - Google Patents

Formwork supporting cross bar Download PDF

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Publication number
CN203050113U
CN203050113U CN 201320025997 CN201320025997U CN203050113U CN 203050113 U CN203050113 U CN 203050113U CN 201320025997 CN201320025997 CN 201320025997 CN 201320025997 U CN201320025997 U CN 201320025997U CN 203050113 U CN203050113 U CN 203050113U
Authority
CN
China
Prior art keywords
bar
whippletree
mobile jib
construction
template
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 - Lifetime
Application number
CN 201320025997
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Chinese (zh)
Inventor
刘满意
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.)
Hebei Tianjian Steel Structure Ltd By Share Ltd
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 201320025997 priority Critical patent/CN203050113U/en
Application granted granted Critical
Publication of CN203050113U publication Critical patent/CN203050113U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a formwork supporting cross bar which is reasonable in structure, simple in process, outstanding in performance and capable of easily improving building construction progress and construction quality, and particularly is used for formwork supporting at an internal corner of a short-leg shear wall. The formwork supporting cross bar is composed of steel section bars and divided into two rod groups and can well contact with wood blocks during construction. The construction quality is guaranteed, construction working time is effectively saved, construction cost is reduced, and the formwork supporting cross bar is suitable for being used in various fields such as building industry and mining industry.

Description

A kind of template supports whippletree
Technical field
The utility model relates to a kind of template and supports whippletree, is a kind of novel formwork for placing bracing frame that is applied in the building operations operation specifically, belongs to the building implements field.
Background technology
At present, in the construction operation of building trade, at body of wall inner corner trim place, especially building in the hardened system of shear wall with short piers inner corner trim place can not well contact with flitch with general cross binding whippletree, makes construction quality not high, the construction technology complexity.
The utility model content
The purpose of this utility model is the defective that exists at background technology, design provides a kind of template to support whippletree, this whippletree is used for body of wall inner corner trim place, template in particular for shear wall with short piers inner corner trim place supports, can better contact with flitch in the inner position of inner corner trim during construction, guarantee construction quality, effectively saved the construction operation time, reduced construction cost.
In order to achieve the above object, the utility model is realized by following technological means:
A kind of template supports whippletree, is become by two bar fabrics, and each bar group comprises mobile jib and secondary bar, it is characterized in that: in each bar group, an end of secondary bar is fixedly attached to the mobile jib shaft, and mobile jib and secondary bar are angled, two parallel connections of bar group, and leave the gap.
Further, between two bar groups of described whippletree attachment bolt is set, packing ring is set in the middle of the described attachment bolt.
Further, in each bar group of described whippletree, mobile jib and secondary bar can constitute the T type, also can constitute the L type.
Further, in each bar group of described whippletree, mobile jib and secondary bar use tight fixed bolt fastening.
Further, in each bar group of described whippletree, mobile jib is weldingly fixed on secondary bar.
Preferably, described secondary bar is connected with mobile jib is vertical.
The utility model mainly has following good effect and technical characterictic:
It is novel, rational in infrastructure that this template supports whippletree, and technology is simple, low cost of manufacture; Convenient and swift during construction, save a large amount of engineering times, effectively accelerating construction progress; Functional performance is outstanding, improves construction quality, is suitable for large range promotion use.
Description of drawings
Fig. 1 is the utility model embodiment 1 stereogram;
Fig. 2 is the utility model embodiment 1 front view;
Fig. 3 is that the A-A of Fig. 2 is to sectional view;
Fig. 4 is that the B-B of Fig. 2 is to sectional view;
Fig. 5 is the utility model embodiment 2 stereograms;
Fig. 6 is the utility model embodiment 3 stereograms;
As shown in the figure, the Arabic numerals among the figure are expressed as follows:
1. mobile jib, 2. tight fixed bolt, 3. secondary bar, 4. attachment bolt, 5. packing ring, 6. weld seam.
The specific embodiment
Be described in further detail with the utility model of embodiment with reference to the accompanying drawings below:
A kind of template supports whippletree, is become by two bar fabrics, and each bar group comprises mobile jib 1 and secondary bar 3, it is characterized in that: in each bar group, an end of secondary bar 3 is fixedly attached to mobile jib 1 shaft, and secondary bar 3 is angled with mobile jib 1, two parallel connections of bar group, and leave the gap.
Embodiment 1: as shown in Figure 1, Figure 2, Figure 3 and Figure 4, a kind of template of this utility model supports in each bar group of whippletree, in the mobile jib 1 shaft perforate of mobile jib 1 with secondary bar 3 junctions, secondary bar 3 models are less than mobile jib 1 model, make secondary bar 3 one ends insert the perforate of above-mentioned institute, secondary bar 3 uses tight fixed bolt 2 fastening formation T types, secondary bar 3 and 1 vertical connection of mobile jib with mobile jib 1; The parallel connection of described two T type bar groups, and between two T type bar groups attachment bolt 4 is set, in the middle of the described attachment bolt 4 packing ring 5 is set, make and leave the gap between two T type bar groups.
Embodiment 2: as shown in Figure 5, a kind of template of this utility model supports in each bar group of whippletree, and mobile jib 1 forms T type, mobile jib 1 and secondary 3 vertical connections of bar with secondary bar 3 with welding manner; The parallel connection of described two T type bar groups, and between two T type bar groups attachment bolt 4 is set, in the middle of the described attachment bolt 4 packing ring 5 is set, make and leave the gap between two T type bar groups.
Embodiment 3: as shown in Figure 6, a kind of template of this utility model supports in each bar group of whippletree, and mobile jib 1 forms L type, mobile jib 1 and secondary 3 vertical connections of bar with secondary bar 3 with welding manner; The parallel connection of described two L type bar groups, and between two L type bar groups attachment bolt 4 is set, in the middle of the described attachment bolt 4 packing ring 5 is set, make and leave the gap between two L type bar groups.

Claims (5)

1. a template supports whippletree, is become by two bar fabrics, and each bar group comprises mobile jib and secondary bar, it is characterized in that: in each bar group, an end of secondary bar is fixedly attached to the mobile jib shaft, and mobile jib and secondary bar are angled, two parallel connections of bar group, and leave the gap.
2. a kind of template as claimed in claim 1 supports whippletree, it is characterized in that: between two bar groups of described whippletree attachment bolt is set, packing ring is set in the middle of the described attachment bolt.
3. a kind of template as claimed in claim 1 supports whippletree, and it is characterized in that: in each bar group of described whippletree, mobile jib and secondary bar can constitute the T type, also can constitute the L type.
4. a kind of template as claimed in claim 1 supports whippletree, it is characterized in that: in each bar group of described whippletree, mobile jib and secondary bar use tight fixed bolt fastening.
5. a kind of template as claimed in claim 1 supports whippletree, and it is characterized in that: in each bar group of described whippletree, mobile jib is weldingly fixed on secondary bar.
CN 201320025997 2013-01-18 2013-01-18 Formwork supporting cross bar Expired - Lifetime CN203050113U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320025997 CN203050113U (en) 2013-01-18 2013-01-18 Formwork supporting cross bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320025997 CN203050113U (en) 2013-01-18 2013-01-18 Formwork supporting cross bar

Publications (1)

Publication Number Publication Date
CN203050113U true CN203050113U (en) 2013-07-10

Family

ID=48733080

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320025997 Expired - Lifetime CN203050113U (en) 2013-01-18 2013-01-18 Formwork supporting cross bar

Country Status (1)

Country Link
CN (1) CN203050113U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104295090A (en) * 2014-08-08 2015-01-21 河南省第二建设集团有限公司 Concrete wall internal corner formwork fixing tool
CN109098434A (en) * 2018-08-29 2018-12-28 中国二十二冶集团有限公司 Shear wall with short piers mold method
CN110397275A (en) * 2019-08-20 2019-11-01 山东智模工程技术有限公司 A kind of shear-wall strengthening part

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104295090A (en) * 2014-08-08 2015-01-21 河南省第二建设集团有限公司 Concrete wall internal corner formwork fixing tool
CN109098434A (en) * 2018-08-29 2018-12-28 中国二十二冶集团有限公司 Shear wall with short piers mold method
CN110397275A (en) * 2019-08-20 2019-11-01 山东智模工程技术有限公司 A kind of shear-wall strengthening part

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20180404

Address after: 066601 Wan Zhuang village, Anshan Town, Changli County, Qinhuangdao City, Hebei Province

Patentee after: Hebei Tianjian steel structure Limited by Share Ltd.

Address before: 064400 Kung Zhuang Township in Qian'an, Hebei Province, Diaspora

Patentee before: Liu Manyi

TR01 Transfer of patent right
CX01 Expiry of patent term

Granted publication date: 20130710

CX01 Expiry of patent term