CN202390753U - Fixing structure of bridge table and post cap embedded part - Google Patents
Fixing structure of bridge table and post cap embedded part Download PDFInfo
- Publication number
- CN202390753U CN202390753U CN 201220023703 CN201220023703U CN202390753U CN 202390753 U CN202390753 U CN 202390753U CN 201220023703 CN201220023703 CN 201220023703 CN 201220023703 U CN201220023703 U CN 201220023703U CN 202390753 U CN202390753 U CN 202390753U
- Authority
- CN
- China
- Prior art keywords
- embedded iron
- fixing structure
- iron parts
- embedded
- shaped 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a fixing structure of a bridge table and a post cap embedded assembly. The fixing structure comprises profile steel and an embedded iron assembly, wherein the profile steel is connected with the embedded assembly. According to the fixing structure of the bridge table and the post cap embedded part, disclosed by the utility model, the profile steel is additionally arranged at the top part of the fixing structure, and the embedded iron assembly is fixed and regulated by virtue of a bolt so that the embedded iron assembly is reliably fixed and conveniently regulated, thus the defects of a traditional embedding method are better prevented.
Description
[technical field]
The utility model relates to the fixed structure of building built-in part, relates in particular to the fixed structure of a kind of abutment and cap built-in fitting.
[background technology]
In building structure and bridge engineering construction, the embedded iron parts the lighter on column cap and the abutment has tens kilograms, and weight person has the hundreds of kilogram, and difficulty of construction is often very big, and precision prescribed is higher.Careless slightly, be easy to cause doing over again or causing quality accident.
Traditional built-in process be the anchor pin with built-in fitting be welded on carry out on post or the abutment structure reinforcing bars temporary fixed.
The shortcoming of conventional method is:
1, structure reinforcing bars is easy to generate in concrete blanking, work progress such as vibrate and rocks or lateral displacement, causes built-in fitting to produce deviation easily.Particularly the absolute altitude of every plate face control difficulty is bigger;
2, temporary fixed in order to last method, in case produce deviation, the correction difficulty is very big.Time-consuming, and quality also is difficult to guarantee.
[summary of the invention]
The technical problem that the utility model will solve provides a kind of fixed structure that is applicable to abutment and cap embedded iron parts.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopts is that the fixed structure of a kind of abutment and cap built-in fitting comprises embedded iron parts and shaped steel; Shaped steel is connected with embedded iron parts through bolt.
As preferably, shaped steel is provided with installing hole; Stud weld is connected on the end face of embedded iron parts, and the head end of bolt passes up in the installing hole and is connected with nut.
As preferably, embedded iron parts comprises plate face and anchor pin, and bottom surface and anchor pin that the anchor pin is welded on the plate face are down.
As preferably, shaped steel is angle steel or channel-section steel or i iron.
The beneficial effect of the utility model is:
Shaped steel is set up at top through in structure, by bolt and adjusting embedded iron parts, makes embedded iron parts fixing reliable, easy to adjust, has overcome the defective of traditional built-in process preferably.
[description of drawings]
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation.
Fig. 1 is the front view of the fixed structure embodiment of the utility model abutment and cap built-in fitting.
Fig. 2 is the vertical view of the fixed structure embodiment of the utility model abutment and cap built-in fitting.
Among the figure, 1-embedded iron parts, 101-anchor pin, 2-bolt, 3-nut, 4-shaped steel, 401-concreting hole, 5-template.
[specific embodiment]
Fig. 1 is the fixed structure of a kind of abutment and cap built-in fitting, comprises shaped steel 4 and embedded iron parts 1.
Shaped steel 4 is provided with installing hole.Embedded iron parts 1 has plate face and anchor pin 101, and bottom surface and the anchor pin that anchor pin 101 is welded on the plate face down and stretch in the concrete structure.
As shown in Figure 2, installation steps are following:
1, elder generation burn-ons at the end face of each embedded iron parts 1, and (generally be symmetrical set 4 bolts gets final product bolt 2; When ironware is big, can increase as one sees fit); Then two shaped steel (are looked the weight of ironware and decided; Angle steel, channel-section steel, i iron all can), the bolt position corresponding according to embedded iron parts 1 stamped bolt mounting holes on shaped steel;
When 2, embedded iron parts is installed, earlier embedded iron parts is put into template 5, bolt 2 is penetrated in the installing hole of shaped steel 4 after in place, the template that the shaped steel two ends is fixed on structure top supports;
3, confirm the plate face absolute altitude of built-in fitting 1 through level gauge, adjust the absolute altitude of built-in fitting through turning nut 3 on the bolt 2.Make its precision meet design and code requirement.
4, closely knit for guaranteeing the concreting of embedded iron parts bottom, on the plate face of embedded iron parts, offer steam vent or concreting hole 401 in advance, the neglecting ironware size greatly of hole and deciding.
More than combine accompanying drawing to describe a kind of embodiment of the utility model, but those skilled in the art can make various distortion or modification within the scope of the appended claims.
Claims (4)
1. the fixed structure of abutment and cap built-in fitting comprises embedded iron parts, it is characterized in that, also comprises shaped steel; Said shaped steel is connected with embedded iron parts through bolt.
2. fixed structure according to claim 1 is characterized in that described shaped steel is provided with installing hole; Said stud weld is connected on the end face of embedded iron parts, and the head end of bolt passes up in the installing hole and is connected with nut.
3. fixed structure according to claim 1 is characterized in that, said embedded iron parts comprises plate face and anchor pin, and bottom surface and anchor pin that the anchor pin is welded on the plate face are down.
4. fixed structure according to claim 1 is characterized in that, said shaped steel is angle steel or channel-section steel or i iron.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220023703 CN202390753U (en) | 2012-01-11 | 2012-01-11 | Fixing structure of bridge table and post cap embedded part |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220023703 CN202390753U (en) | 2012-01-11 | 2012-01-11 | Fixing structure of bridge table and post cap embedded part |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202390753U true CN202390753U (en) | 2012-08-22 |
Family
ID=46665689
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220023703 Expired - Fee Related CN202390753U (en) | 2012-01-11 | 2012-01-11 | Fixing structure of bridge table and post cap embedded part |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202390753U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103835373A (en) * | 2014-03-25 | 2014-06-04 | 中国建筑第二工程局有限公司 | Annulated column cap embedded part and construction method thereof |
CN105066972A (en) * | 2015-07-22 | 2015-11-18 | 中铁十一局集团桥梁有限公司 | Survey mark used for control point of prefabricated structure and positioning method employing survey mark |
CN106592775A (en) * | 2016-12-22 | 2017-04-26 | 中国核工业二四建设有限公司 | High-precision embedded part reinforcing and mounting device and method and purpose |
CN109914820A (en) * | 2019-03-25 | 2019-06-21 | 中国核工业华兴建设有限公司 | Portable high-accuracy absolute altitude installation of embedded parts tool |
-
2012
- 2012-01-11 CN CN 201220023703 patent/CN202390753U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103835373A (en) * | 2014-03-25 | 2014-06-04 | 中国建筑第二工程局有限公司 | Annulated column cap embedded part and construction method thereof |
CN103835373B (en) * | 2014-03-25 | 2016-03-09 | 中国建筑第二工程局有限公司 | The construction method of a kind of annular cap built-in fitting and annular concrete cap |
CN105066972A (en) * | 2015-07-22 | 2015-11-18 | 中铁十一局集团桥梁有限公司 | Survey mark used for control point of prefabricated structure and positioning method employing survey mark |
CN105066972B (en) * | 2015-07-22 | 2018-03-27 | 中铁十一局集团桥梁有限公司 | A kind of measurement mark and its localization method for precast construction control point |
CN106592775A (en) * | 2016-12-22 | 2017-04-26 | 中国核工业二四建设有限公司 | High-precision embedded part reinforcing and mounting device and method and purpose |
CN106592775B (en) * | 2016-12-22 | 2019-11-12 | 中国核工业二四建设有限公司 | A kind of high-accuracy built-in fitting reinforces mounting device and method, purposes |
CN109914820A (en) * | 2019-03-25 | 2019-06-21 | 中国核工业华兴建设有限公司 | Portable high-accuracy absolute altitude installation of embedded parts tool |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204040056U (en) | A kind of location and installation support of pre-embedded anchoring bolts | |
CN203640309U (en) | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame | |
CN102095052B (en) | Installing method of foundation bolt anchoring system and method for installing industrial equipment | |
CN103243654B (en) | Mounting method for steel anchor beam of cable-stayed bridge and assembly jig and cable bent tower mounting platform used in method | |
CN103174166B (en) | A kind of recreation facility built-in fitting of complete integral installation and mounting method thereof | |
CN102127966B (en) | Fixing device for template of cast-in-place reinforced concrete column | |
CN202390753U (en) | Fixing structure of bridge table and post cap embedded part | |
CN202194244U (en) | Positioning support for embedding of ultra-high steel-work pedestals | |
CN201896365U (en) | Installing and fixing device for flat plate pre-embedded piece on surface of concrete | |
CN203174622U (en) | Pre-embedded mounting and fixing device of steel structure column foundation bolts | |
CN202913420U (en) | Reusable positioning device for installing foundation bolts | |
CN101492967B (en) | Steel column error-correcting method | |
CN104032969A (en) | Precise positioning and process regulation and control device for vibration isolation support embedded plate | |
CN104120802B (en) | Simple method for mounting and locating seismic isolation support | |
CN202081427U (en) | Embedded bolt positioning device for tower crane foundation | |
CN204627001U (en) | PC structure floor assembled prefabricated post diagonal brace support system | |
CN103669566B (en) | The construction method of the steel reinforced concrete pedestal on large span grid roof | |
CN203639934U (en) | Pre-buried positioning device for equipment foundation bolt | |
CN206616694U (en) | Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction | |
CN202302573U (en) | Base plate for inclined mortar filling | |
CN213358957U (en) | Foundation embedded part structure | |
CN103924673A (en) | Construction method for controlling accumulative error of space lattice structure through support nodes | |
CN205476528U (en) | Precast pile device of taking one's place fast | |
CN204585533U (en) | A kind of highway prefabricated case beam framework of steel reinforcement loose tool | |
CN204645668U (en) | The top support structure of shape steel support installed by a kind of rack |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120822 Termination date: 20140111 |