CN204098232U - Girder steel built-in fitting in a kind of beam - Google Patents

Girder steel built-in fitting in a kind of beam Download PDF

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Publication number
CN204098232U
CN204098232U CN201420540988.6U CN201420540988U CN204098232U CN 204098232 U CN204098232 U CN 204098232U CN 201420540988 U CN201420540988 U CN 201420540988U CN 204098232 U CN204098232 U CN 204098232U
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CN
China
Prior art keywords
extension
fitting
plate
anchor plate
girder 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
CN201420540988.6U
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Chinese (zh)
Inventor
张明雨
宋杰
张广钰
王炳璋
马素瑞
周言庭
袁文博
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.)
RISESUN CONSTRUCTION ENGINEERING Co Ltd
Original Assignee
RISESUN CONSTRUCTION ENGINEERING Co 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
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Priority to CN201420540988.6U priority Critical patent/CN204098232U/en
Application granted granted Critical
Publication of CN204098232U publication Critical patent/CN204098232U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to girder steel built-in fitting in a kind of beam, comprise pedestal and extension, described pedestal comprises the stave sheet that the many horizontal steel plates be parallel to each other and Duo Gen are parallel to each other, described many horizontal Plate Weldings are on described many stave sheets, described many horizontal steel plates are mutually vertical with described many stave sheets, described extension is welded on the point of intersection of described horizontal steel plate and described stave sheet, and described extension is elongated cylindrical, and the end of extension described in each is all connected with anchor plate and passes a part.The utility model becomes stable netted due to the base structure of its uniqueness, and therefore can not be subjected to displacement in use, positioning precision is good, easy construction.Described extension and anchor plate, more substantially increase anchored force and the safety of built-in fitting.

Description

Girder steel built-in fitting in a kind of beam
Technical field
The utility model relates to girder steel built-in fitting in a kind of beam, belongs to engineering construction field.
Background technology
At present, during building engineering construction, usually built-in fitting can be used.Existing built-in fitting majority is T-shaped, but such structure is insecure, and is easily subjected to displacement in concreting process, and positioning precision is poor, causes the inconvenience of construction.
Utility model content
The technical problems to be solved in the utility model overcomes existing defect, provides girder steel built-in fitting in a kind of beam, and in this beam, girder steel embedded part structure is firm, and can not be subjected to displacement in use, positioning precision is good, easy construction.
In order to solve the problems of the technologies described above, the utility model provides following technical scheme:
Girder steel built-in fitting in a kind of beam, comprise pedestal and extension, described pedestal comprises the stave sheet that the many horizontal steel plates be parallel to each other and Duo Gen are parallel to each other, described many horizontal Plate Weldings are on described many stave sheets, described many horizontal steel plates are mutually vertical with described many stave sheets, described extension is welded on the point of intersection of described horizontal steel plate and described stave sheet, and described extension is elongated cylindrical, and the end of extension described in each is all connected with anchor plate and passes a part.
On the basis of such scheme, the partial-length that the end of described extension stretches out described anchor plate is not less than 1.5 times of pitch of described anchor plate.
On the basis of such scheme, described anchor plate is Bar Anchorage plate.
On the basis of such scheme, described anchor plate is CABR Bar Anchorage plate.
On the basis of such scheme, described extension is reinforcing bar.
The utility model becomes stable netted due to the base structure of its uniqueness, and therefore can not be subjected to displacement in use, positioning precision is good, easy construction.Described extension and anchor plate, more substantially increase anchored force and the safety of built-in fitting.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, and forms a part for manual, is used from explanation the utility model, does not form restriction of the present utility model with embodiment one of the present utility model.In the accompanying drawings:
Fig. 1 is the structural representation of the pedestal of girder steel built-in fitting in beam of the present utility model;
Fig. 2 is the sectional view in A-A direction in Fig. 1;
Fig. 3 is the sectional view in B-B direction in Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the utility model, and be not used in restriction the utility model.
As Figure 1-3, girder steel built-in fitting in a kind of beam, comprise pedestal 1 and extension 2, described pedestal 1 comprises the stave sheet 4 that the many horizontal steel plates 3 be parallel to each other and Duo Gen are parallel to each other, described many horizontal steel plates 3 are welded on described many stave sheets 4, described many horizontal steel plates 3 are mutually vertical with described many stave sheets 4, described extension 2 is welded on the point of intersection of described horizontal steel plate 3 and described stave sheet 4, described extension 2 is elongated cylindrical, and the end of extension described in each is all connected with anchor plate 5 and passes a part.
On the basis of such scheme, the partial-length that the end of described extension 2 stretches out described anchor plate 5 is not less than 1.5 times of pitch of described anchor plate 5.
On the basis of such scheme, described anchor plate 5 is Bar Anchorage plate.
On the basis of such scheme, described anchor plate 5 is CABR Bar Anchorage plate.
On the basis of such scheme, described extension 2 is reinforcing bar.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, although be described in detail the utility model with reference to previous embodiment, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.

Claims (5)

1. girder steel built-in fitting in a beam, it is characterized in that: comprise pedestal and extension, described pedestal comprises the stave sheet that the many horizontal steel plates be parallel to each other and Duo Gen are parallel to each other, described many horizontal Plate Weldings are on described many stave sheets, described many horizontal steel plates are mutually vertical with described many stave sheets, described extension is welded on the point of intersection of described horizontal steel plate and described stave sheet, and described extension is elongated cylindrical, and the end of extension described in each is all connected with anchor plate and passes a part.
2. girder steel built-in fitting in beam according to claim 1, is characterized in that: the partial-length that the end of described extension stretches out described anchor plate is not less than 1.5 times of pitch of described anchor plate.
3. girder steel built-in fitting in beam according to claim 1 and 2, is characterized in that: described anchor plate is Bar Anchorage plate.
4. girder steel built-in fitting in beam according to claim 3, is characterized in that: described anchor plate is CABR Bar Anchorage plate.
5. girder steel built-in fitting in beam according to claim 4, is characterized in that: described extension is reinforcing bar.
CN201420540988.6U 2014-09-21 2014-09-21 Girder steel built-in fitting in a kind of beam Expired - Fee Related CN204098232U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420540988.6U CN204098232U (en) 2014-09-21 2014-09-21 Girder steel built-in fitting in a kind of beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420540988.6U CN204098232U (en) 2014-09-21 2014-09-21 Girder steel built-in fitting in a kind of beam

Publications (1)

Publication Number Publication Date
CN204098232U true CN204098232U (en) 2015-01-14

Family

ID=52266674

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420540988.6U Expired - Fee Related CN204098232U (en) 2014-09-21 2014-09-21 Girder steel built-in fitting in a kind of beam

Country Status (1)

Country Link
CN (1) CN204098232U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107542167A (en) * 2016-06-29 2018-01-05 上海宝冶集团有限公司 Girder steel connects the installation method of built-in fitting
CN110154228A (en) * 2019-05-18 2019-08-23 陕西建工第五建设集团有限公司 A kind of cast-in-place pre-buried board positioning method of face bracket
CN111139927A (en) * 2018-11-06 2020-05-12 Alp供应股份有限公司 Concrete-embeddable trailing arm system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107542167A (en) * 2016-06-29 2018-01-05 上海宝冶集团有限公司 Girder steel connects the installation method of built-in fitting
CN111139927A (en) * 2018-11-06 2020-05-12 Alp供应股份有限公司 Concrete-embeddable trailing arm system
EP3650607B1 (en) * 2018-11-06 2023-09-13 ALP Supply, Inc. Concrete embeddable corbel system
CN110154228A (en) * 2019-05-18 2019-08-23 陕西建工第五建设集团有限公司 A kind of cast-in-place pre-buried board positioning method of face bracket

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

Granted publication date: 20150114

CF01 Termination of patent right due to non-payment of annual fee