CN202830961U - Support frame for installing and positioning anchor bolt - Google Patents
Support frame for installing and positioning anchor bolt Download PDFInfo
- Publication number
- CN202830961U CN202830961U CN201220435183.6U CN201220435183U CN202830961U CN 202830961 U CN202830961 U CN 202830961U CN 201220435183 U CN201220435183 U CN 201220435183U CN 202830961 U CN202830961 U CN 202830961U
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- CN
- China
- Prior art keywords
- anchor bolt
- bolt
- crab
- sill anchor
- support frame
- 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 relates to the field of anchor bolts used in steel structure construction, in particular to a support frame for installing and positioning an anchor bolt. The support frame for installing and positioning the anchor bolt comprises an anchor bolt and a support frame body. The support frame body comprises a top plane and a middle plane. Anchor bolt installation holes are arranged in the top plane and the middle plane and in the same axis. The axis is perpendicular to the ground. The anchor bolt penetrates through the anchor bolt installation holes of the top plane and the middle plane. The anchor bolt is protected by the support frame from displacement due to impact and squeeze on the anchor bolt in the reinforced concrete construction, a positioning position, an interval and perpendicularity of the anchor bolt are further ensured and quality in installing the anchor bolt is ensured.
Description
Technical field
The utility model relates to the sill anchor field that Construction of Steel Structure is used, and is specially a kind of sill anchor installation and location support.
Background technology
At present, during the mounting foot crab-bolt, after finishing in unwrapping wire location, carry out descending in advance crab-bolt and placement positioning steel plate, fixing crab-bolt after-pouring concrete, and check.This processing method not only needs to spend the plenty of time, and easily causes sill anchor position and verticality skew, reprocesses and the rectification problem thereby cause, so that incur loss through delay the duration.
Summary of the invention
The purpose of this utility model is to provide a kind of installation, location sill anchor and makes it not be subjected to external impacts, extruding in concrete construction, avoids the sill anchor of sill anchor distortion, displacement to install and the location support.
In order to address the above problem, the utility model is achieved in that
A kind of sill anchor is installed and the location support, it comprises sill anchor, also comprise rack body, this Zhi Benti comprises top layer face and middle aspect, offer the crab-bolt placement hole that is on the same axis on top layer face, the middle aspect, described axis is perpendicular to ground, and sill anchor is arranged in the crab-bolt placement hole of top layer face, middle aspect.
For the ease of crab-bolt is arranged height by designing requirement, the utility model also comprises the crab-bolt hold-down nut, and crab-bolt hold-down nut and crab-bolt placement hole coupling are used and be sheathed on the sill anchor.
For the ease of support being firmly secured to the construction earth's surface, the utility model goes on foot rack positioning hole and the positioning bolt corresponding with rack positioning hole that arranges at the bottom of also comprising rack body.
The utility model adopts above-mentioned design, first sill anchor is arranged in respectively in the crab-bolt placement hole of aspect in the support top layer, again with whole Stent Implantation in the measurement and positioning position, and support bottom surface nut screwing clamping fixed, make sill anchor consistent with the unwrapping wire position location.Avoided like this in the reinforced concrete construction process owing to pushing, impacting the skew that sill anchor is caused, further guaranteed the verticality of sill anchor position location, spacing and installation, guaranteed the installation quality of sill anchor, stopped because doing over again and correcting the construction delay phenomenon that causes.
Description of drawings
Fig. 1 is front view of the present utility model.
Fig. 2 is top view of the present utility model.
The specific embodiment
Below further specify the utility model by specific embodiment.
As shown in Figure 1 and Figure 2, a kind of sill anchor is installed and the location support, it comprises sill anchor 4, also comprise the rack body 1 that is consisted of by angle steel and steel plate, this rack body 1 comprises top layer face 2 and middle aspect 3, four jiaos offer respectively the crab-bolt placement hole that is on the same axis on top layer face 2, the middle aspect 3, and described axis is perpendicular to ground, and sill anchor 4 is arranged in the crab-bolt placement hole of top layer face 2, middle aspect 3 and is fixing by the crab-bolt set bolt 5 that uses with crab-bolt placement hole coupling; The positioning bolt 6 that rack body 1 bottom is provided with locating hole 7 and uses with locating hole 7 couplings, positioning bolt 6 guarantees that rack body 1 is firmly secured to the construction ground surface.
The utility model adopts above-mentioned design, first sill anchor is passed respectively support top layer face, middle aspect crab-bolt placement hole during use, again according to the design height requirement, regulate the crab-bolt hold-down nut so that sill anchor is fixed, afterwards with whole stentplacement in the measurement and positioning position, and the positioning bolt of support bottom surface is tightened fixing, make sill anchor consistent with the unwrapping wire position location.Like this; because the protective effect of support; avoided in the reinforced concrete construction process owing to pushing, impacting the skew that sill anchor is caused; further guaranteed the verticality of sill anchor position location, spacing and installation; guaranteed the installation quality of sill anchor, stopped because doing over again and correcting the construction delay phenomenon that causes.
Claims (3)
1. a sill anchor is installed and the location support, it comprises sill anchor, it is characterized in that: also comprise rack body, this Zhi Benti comprises top layer face and middle aspect, offer the crab-bolt placement hole that is on the same axis on top layer face, the middle aspect, described axis is perpendicular to ground, and sill anchor is arranged in the crab-bolt placement hole of top layer face, middle aspect.
2. sill anchor according to claim 1 is installed and located and use support, it is characterized in that: also comprise the crab-bolt hold-down nut, crab-bolt hold-down nut and crab-bolt placement hole coupling are used and are sheathed on the sill anchor.
3. sill anchor according to claim 1 is installed and is located and use support, it is characterized in that: go on foot rack positioning hole and the positioning bolt corresponding with rack positioning hole that arranges at the bottom of also comprising rack body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220435183.6U CN202830961U (en) | 2012-08-30 | 2012-08-30 | Support frame for installing and positioning anchor bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220435183.6U CN202830961U (en) | 2012-08-30 | 2012-08-30 | Support frame for installing and positioning anchor bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202830961U true CN202830961U (en) | 2013-03-27 |
Family
ID=47942707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220435183.6U Expired - Lifetime CN202830961U (en) | 2012-08-30 | 2012-08-30 | Support frame for installing and positioning anchor bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202830961U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926958A (en) * | 2016-07-01 | 2016-09-07 | 北京市机械施工有限公司 | Mounting method for sill anchor combined support frame for steel structure shear wall and outer frame column base of super high-rise building |
| US9909329B2 (en) | 2015-09-10 | 2018-03-06 | Gerald A. LaLiberte, JR. | Anchor device positioning and plumbing tool and methods related thereto |
-
2012
- 2012-08-30 CN CN201220435183.6U patent/CN202830961U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9909329B2 (en) | 2015-09-10 | 2018-03-06 | Gerald A. LaLiberte, JR. | Anchor device positioning and plumbing tool and methods related thereto |
| CN105926958A (en) * | 2016-07-01 | 2016-09-07 | 北京市机械施工有限公司 | Mounting method for sill anchor combined support frame for steel structure shear wall and outer frame column base of super high-rise building |
| CN105926958B (en) * | 2016-07-01 | 2018-04-20 | 北京市机械施工有限公司 | A kind of installation method for the sill anchor combined support frame for being used for high-rise building steel construction shear wall and outline border suspension column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130327 |