CN203050113U - Formwork supporting cross bar - Google Patents
Formwork supporting cross bar Download PDFInfo
- 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
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- 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
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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
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.
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)
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 |
-
2013
- 2013-01-18 CN CN 201320025997 patent/CN203050113U/en not_active Expired - Lifetime
Cited By (3)
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 |