CN203034474U - Locating device used in steel structure embedded bolt group - Google Patents
Locating device used in steel structure embedded bolt group Download PDFInfo
- Publication number
- CN203034474U CN203034474U CN 201320028338 CN201320028338U CN203034474U CN 203034474 U CN203034474 U CN 203034474U CN 201320028338 CN201320028338 CN 201320028338 CN 201320028338 U CN201320028338 U CN 201320028338U CN 203034474 U CN203034474 U CN 203034474U
- Authority
- CN
- China
- Prior art keywords
- positioning
- positioning device
- embedded bolt
- steel structure
- bolt
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 238000009415 formwork Methods 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 6
- 238000009435 building construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本实用新型涉及一种用于钢结构预埋螺栓群的定位装置,其特征在于,包括具有一组定位孔的定位板,以及用于将螺栓分别固定在相应定位孔内的锁紧螺母。将待预埋螺栓顶端穿入定位孔,之后用锁紧螺母在定位板两侧将其锁紧,再用钢筋把预埋螺栓焊接成一体,然后将其放入钢结构的模板内,用定位仪器准确定位,定位以后,将支承件小端与预埋螺栓焊接,另一端顶在钢结构的模板内部,保证了该定位装置与钢结构的稳定性,最后浇筑混凝土,检查校正定位装置。本实用新型具有结构简单,加工方便,操作简便,可以有效地准确定位螺栓群、降低校正修复难度,适合广泛推广使用。
The utility model relates to a positioning device for pre-embedded bolt groups in steel structures, which is characterized in that it comprises a positioning plate with a group of positioning holes, and locking nuts for respectively fixing the bolts in the corresponding positioning holes. Insert the top of the pre-embedded bolt into the positioning hole, and then lock it on both sides of the positioning plate with lock nuts, then weld the pre-embedded bolt into one body with steel bars, then put it into the steel structure formwork, and use the positioning The instrument is accurately positioned. After the positioning, the small end of the support is welded to the embedded bolt, and the other end is pushed inside the formwork of the steel structure to ensure the stability of the positioning device and the steel structure. Finally, concrete is poured and the positioning device is checked and corrected. The utility model has the advantages of simple structure, convenient processing and simple operation, can effectively and accurately locate bolt groups, reduce the difficulty of correction and repair, and is suitable for wide popularization and use.
Description
技术领域technical field
本实用新型涉及建筑施工领域,具体涉及一种用于钢结构预埋螺栓群的定位装置。The utility model relates to the field of building construction, in particular to a positioning device for pre-embedded bolt groups in steel structures.
背景技术Background technique
在建筑施工领域,各类基础的地脚螺栓通常采用预埋螺拴。这类预埋螺栓规格多、数量大且施工精度要求较高,个别的螺栓预埋后容易产生了较大的偏差。由于预埋螺栓过程中精确定位比较困难,并且混凝土在浇注过程中容易造成螺栓移位,一旦螺栓产生偏差后,会对结构或者设备安装质量造成很大影响。In the field of building construction, the anchor bolts of various foundations usually use pre-embedded bolts. This type of pre-embedded bolts has many specifications, large quantities and high construction accuracy requirements, and individual bolts are prone to large deviations after pre-embedding. Since it is difficult to accurately locate the embedded bolts, and the concrete is likely to cause the bolts to shift during the pouring process, once the bolts deviate, it will have a great impact on the quality of the structure or equipment installation.
目前通常采用全站仪放样定出轴线网,再以轴网为基准,对单个的螺栓进行尺量定位。此方法的缺点是:施工前需要对螺栓群的螺栓逐一进行定位和标高校正、安装繁琐和施工难度大,这样就更容易产生误差。另外,施工后需要对螺栓群进行逐一复查,如果施工过程中螺栓群有偏移,则修复(调整)校正工作难度大。At present, the total station is usually used to stake out the axis network, and then use the axis network as a reference to measure and position individual bolts. The disadvantages of this method are: before construction, the bolts of the bolt group need to be positioned and adjusted one by one, the installation is cumbersome and the construction is difficult, so errors are more likely to occur. In addition, the bolt groups need to be reviewed one by one after construction. If the bolt groups are offset during the construction process, it will be difficult to repair (adjust) and correct.
实用新型内容Utility model content
本实用新型所要解决的技术问题是针对上述问题的不足提供一个种结构简单、制作方便、成本低廉和施工方便的钢结构预埋螺栓群的定位装置。The technical problem to be solved by the utility model is to provide a positioning device for pre-embedded bolt groups of steel structures with simple structure, convenient manufacture, low cost and convenient construction for the shortcomings of the above problems.
根据本实用新型,提供了一种用于钢结构预埋螺栓群的定位装置,包括具有一组定位孔的定位板,以及用于将螺栓分别固定在相应定位孔内的锁紧螺母。According to the utility model, a positioning device for pre-embedded bolt groups in steel structures is provided, which includes a positioning plate with a set of positioning holes, and lock nuts for respectively fixing the bolts in the corresponding positioning holes.
在一个实施例中,定位板为中空的环形或中空的矩形。In one embodiment, the positioning plate is a hollow ring or a hollow rectangle.
在一个实施例中,定位板包括至少两个在中空部分内延伸的连接件。In one embodiment, the positioning plate comprises at least two connectors extending within the hollow portion.
在一个实施例中,连接件在定位板的几何中心处相交。In one embodiment, the connectors intersect at the geometric center of the positioning plate.
在一个实施例中,定位装置还包括T形支承件,支承件的小端焊接在螺栓上,而大端顶靠在钢结构的模板上。In one embodiment, the positioning device further includes a T-shaped support, the small end of the support is welded to the bolt, and the large end leans against the formwork of the steel structure.
在一个实施例中,锁紧螺母设置在定位板的两侧。In one embodiment, the lock nuts are arranged on both sides of the positioning plate.
在一个实施例中,所述定位板为圆形板。In one embodiment, the positioning plate is a circular plate.
根据本实用新型的用于钢结构预埋螺栓群的定位装置的结构简单,简化了螺栓群定位的操作过程,提高了螺栓群的定位精度,并且节约施工成本。本实用新型可以有效地准确定位螺栓群、降低校正修复(调整)难度。According to the utility model, the positioning device for pre-embedded bolt groups in steel structures has a simple structure, simplifies the operation process of bolt group positioning, improves the positioning accuracy of bolt groups, and saves construction costs. The utility model can effectively and accurately locate bolt groups and reduce the difficulty of correction and repair (adjustment).
附图说明Description of drawings
以下将结合附图来对本实用新型进一步的说明。The utility model will be further described below in conjunction with the accompanying drawings.
图1显示了本实用新型的用于钢结构预埋螺栓群的定位装置的平面图。Fig. 1 has shown the plan view of the locating device used for the pre-embedded bolt group of steel structure of the present utility model.
图2显示了带有预埋螺栓6的图1所示的定位装置的侧视图。FIG. 2 shows a side view of the positioning device shown in FIG. 1 with embedded bolts 6 .
图3显示了本实用新型的用于钢结构预埋螺栓群的定位装置的施工示意图。Fig. 3 shows the construction schematic diagram of the positioning device for the pre-embedded bolt group of the steel structure according to the present invention.
具体实施方式Detailed ways
以下结合附图对本实用新型的原理和特征进行描述,所举实例只用于解释本实用新型,并非用于限定本实用新型的范围。The principles and features of the present utility model are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the utility model, and are not used to limit the scope of the utility model.
图1显示了一种用于钢结构预埋螺栓群的定位装置21。该定位装置21包括具有一组定位孔2的定位板1,以及用于将的螺栓固定到相应定位孔2内的锁紧螺母3。为更好地形成固定,锁紧螺母3在定位板1的两侧锁紧螺栓6,如图2所示。Fig. 1 shows a
定位板1的外形可以根据待预埋螺栓6所要分布情况而作相应的改变。例如,待预埋螺栓6分布为圆形时,则将定位板1加工成圆形。考虑到减轻重量并提高整体刚性的目的,通常将圆形的定位板1制成为中空的,即为环状。为避免圆环形的定位板1发生变形,在定位板1的中空部应设有至少两个连接件4。这两个连接件4例如可由扁钢制成,它们优选垂直地相交,并且在圆形定位板1的几何中心(即圆心5)处相交。该圆心5可方便地用于在施工时进行准确的定位。The profile of the
容易理解,当待预埋螺栓6以其它方式分布、例如分布为矩形时,定位板1可形成为相应形状的板,例如中空的矩形板,这种中空的矩形板的几何中心是矩形对角线的交点。It is easy to understand that when the bolts 6 to be pre-embedded are distributed in other ways, such as distributed as a rectangle, the
图2显示了螺栓6插入到该定位装置21中的状态。如图所示,该定位装置21还包括T形支承件10。该支承件10的小端焊接在螺栓6上,而大端紧紧地顶靠在钢结构的模板7内部上,目的是保证该定位装置21与钢结构的模板7形成一个稳定整体。FIG. 2 shows the state where the bolt 6 is inserted into the
在该实施例中,图3显示了为该定位装置施工示意图。该定位装置21安装在钢结构的模板7的内部,钢结构的模板7包括与待建成地基外形相类似且均匀环绕地分布在地基内的多个主筋8,通过箍筋9将这些主筋8稳固地焊接成一体。由于地基结构非本实用新型申请内容,在此不作详细描述。In this embodiment, Fig. 3 shows a schematic diagram of the construction of the positioning device. The
根据本实用新型的钢结构预埋螺栓群的定位装置21,具体实施过程是首先将待预埋螺栓6穿入定位装置21的定位孔2中,调整好高度,并用锁紧螺母3将待预埋螺栓6在定位板1两侧(如图2所示,定位板1的上方和下方)锁紧。然后用钢筋将待预埋螺栓6的底端焊接成一体,从而保证了待预埋螺栓6更稳定的定位。According to the
然后,将定位装置21连同螺栓6一起安装在钢结构的模板7的内部,用全站仪准确地定位该定位装置21的圆心5,再用水准仪和水平尺定位该定位装置21的标高和水平度。Then, the
定位完成后,将支承件10的小端焊接在螺栓6上,而大端紧紧地顶靠在钢结构的模板7内部上,保证了该定位装置21与钢结构的模板7形成一个稳定整体。最后,浇筑混凝土,对该定位装置21进行检查校正,施工结束。After the positioning is completed, the small end of the
试验证明,通过采用根据本实用新型的用于钢结构预埋螺栓群的定位装置21,有效地保证了螺栓群的精度。Tests have proved that by adopting the
因此,根据本实用新型用于钢结构预埋螺栓群的定位装置21,可有效地解决预埋螺栓定位困难、操作复杂和修复校正时间较长等问题。Therefore, according to the
以上所述仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320028338 CN203034474U (en) | 2013-01-18 | 2013-01-18 | Locating device used in steel structure embedded bolt group |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320028338 CN203034474U (en) | 2013-01-18 | 2013-01-18 | Locating device used in steel structure embedded bolt group |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203034474U true CN203034474U (en) | 2013-07-03 |
Family
ID=48686609
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320028338 Expired - Fee Related CN203034474U (en) | 2013-01-18 | 2013-01-18 | Locating device used in steel structure embedded bolt group |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203034474U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104141318A (en) * | 2014-08-12 | 2014-11-12 | 中冶建工集团有限公司 | Installation and construction method of column base of large-diameter steel pipe column |
CN105604336A (en) * | 2016-01-25 | 2016-05-25 | 中国十九冶集团有限公司 | Steel column installation positioning device and installation positioning method |
CN106284401A (en) * | 2015-05-27 | 2017-01-04 | 中国华冶科工集团有限公司 | One unloads pit bend foundation built-in bolt group's rapid construction technology |
CN107420689A (en) * | 2016-05-24 | 2017-12-01 | 江苏宜安建设有限公司 | A kind of integral combined column bolt fixture |
CN113585022A (en) * | 2021-07-16 | 2021-11-02 | 中铁钢结构有限公司 | Installation process of special-shaped position complex embedded part |
-
2013
- 2013-01-18 CN CN 201320028338 patent/CN203034474U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104141318A (en) * | 2014-08-12 | 2014-11-12 | 中冶建工集团有限公司 | Installation and construction method of column base of large-diameter steel pipe column |
CN104141318B (en) * | 2014-08-12 | 2015-12-02 | 中冶建工集团有限公司 | A kind of Large-diameter Steel tubing string suspension column construction method of installation |
CN106284401A (en) * | 2015-05-27 | 2017-01-04 | 中国华冶科工集团有限公司 | One unloads pit bend foundation built-in bolt group's rapid construction technology |
CN105604336A (en) * | 2016-01-25 | 2016-05-25 | 中国十九冶集团有限公司 | Steel column installation positioning device and installation positioning method |
CN107420689A (en) * | 2016-05-24 | 2017-12-01 | 江苏宜安建设有限公司 | A kind of integral combined column bolt fixture |
CN113585022A (en) * | 2021-07-16 | 2021-11-02 | 中铁钢结构有限公司 | Installation process of special-shaped position complex embedded part |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203034474U (en) | Locating device used in steel structure embedded bolt group | |
CN204780983U (en) | Whole pre -buried major diameter bolt crowd structure of raft board basis high accuracy | |
CN105431595B (en) | Concrete pedestal and the positioner for positioning of the manufacture for the method for the concrete pedestal of wind power tower and for sleeve pipe in concrete pedestal | |
CN108035554B (en) | Construction method of section steel column support frame of super high-rise building frame column | |
CN204703182U (en) | Crab-bolt stock | |
CN104018514A (en) | Inverted installation method of embedded foundation bolts of large tower-type equipment foundation | |
CN103469732B (en) | Construction method of preformed holes for foundation bolts of bridge support | |
CN112127641A (en) | Accurate fixing method for anchor plate foundation bolt | |
CN203654786U (en) | Roadbed contact net pillar construction bolt positioning frame | |
CN203729319U (en) | Locating steel frame of pre-buried annularly-distributed ground bolt group | |
CN103174166A (en) | Recreation facility embedded part integrally arranged in complete-set mode and installation method thereof | |
CN107130628A (en) | The construction method of embedding anchor bolts flange and embedding anchor bolts | |
CN107246026A (en) | A kind of tower kind equipment embedding anchor bolts construction mould and its built-in process | |
CN205445093U (en) | Buried bolt device in advance | |
CN103306371B (en) | Assembled-type house PC prefabricated units fabrication and installation structure | |
CN113653199B (en) | Construction method for embedding stiffening anchor plate foundation bolt | |
CN110886396A (en) | A kind of reinforced concrete sliding bearing and its construction method | |
CN103174300B (en) | Viscous damper installation construction method | |
CN204825665U (en) | Utilize device of laser positioning preparation steel reinforcement cage | |
CN202265906U (en) | Embedded steel pipe concrete column foot anchor bolt fixing device | |
CN203487548U (en) | Connecting structure of transformer substation steel bracket and concrete foundation joint | |
CN203879041U (en) | Embedded plate positioning support frame | |
CN105421480A (en) | Square foundation pit dividing method for power transmission tower | |
CN216339647U (en) | Novel pre-buried bolt structure of tower crane foundation location | |
CN207032279U (en) | A kind of tower kind equipment embedding anchor bolts construction mould |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130703 Termination date: 20190118 |