CN102425186B - Foundation bolt stock and manufacture method thereof - Google Patents
Foundation bolt stock and manufacture method thereof Download PDFInfo
- Publication number
- CN102425186B CN102425186B CN201110248175.0A CN201110248175A CN102425186B CN 102425186 B CN102425186 B CN 102425186B CN 201110248175 A CN201110248175 A CN 201110248175A CN 102425186 B CN102425186 B CN 102425186B
- Authority
- CN
- China
- Prior art keywords
- frame
- stone bolt
- plate
- stock
- supporting surface
- 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.)
- Active
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a foundation bolt stock and a manufacture method thereof, belonging to the field of steel structure construction. The foundation bolt stock comprises a support frame and a location plate frame, wherein the upper end of the support frame is provided with a support surface, a location frame is arranged on the support surface, the location plate frame is of a rectangular-ambulatory plate frame structure and is sleeved on the location frame on the support surface of the support frame, and a plate body of the location plate frame is uniformly provided with a plurality of location holes for installing foundation bolts. Compared with the traditional foundation bolt stock, the foundation bolt stock has the advantages that: 1, due to size control of a location plate and a column bottom plate of the foundation bolt stock, the problem of interference of concrete vertical joint bars and the location plate is reduced; and 2, the consumption of materials is reduced, and the material waste is decreased.
Description
Technical field
The present invention relates to field of steel structure construction, relate in particular to a kind of stone bolt stock and preparation method thereof.
Background technology
In Construction of Steel Structure, most basic work is exactly the pre-buried of stone bolt.Because whether the position of embedding anchor bolts, absolute altitude are correctly directly determining whole building, can normally use and service life.First floor steel column substantially all will be at steel column outsourcing one layer concrete after being connected by stone bolt with basis.In construction, building of base concrete need to be in stone bolt installation, and in steel column external wrapping concrete, perpendicular joint bar can carry out after inserting in reinforcement foundation.The installation of stone bolt generally needs stone bolt stock to carry out the location of stone bolt.
In Steel Structure Installation industry, traditional stone bolt stock is made simple, uses angle steel according to the location-plate of stone bolt, is made into a framework, then location-plate is welded on framework and forms stone bolt stock, be arranged on and on sole plate, make the position of stone bolt and absolute altitude keep fixing.And the shortcoming that this stone bolt stock exists is that support body is larger, material is comparatively wasted.Erecting while inserting reinforcing bar in stock and external wrapping concrete has interactional situation, and perpendicular joint bar cannot be constructed.
Summary of the invention
The object of embodiment of the present invention is to provide a kind of stone bolt stock and preparation method thereof, can solve the variety of issue that foot bolt stock exists traditionally, thereby can convenient, fast and accurately install while guaranteeing stone bolt construction.
The object of the invention is to be achieved through the following technical solutions:
Embodiment of the present invention provides a kind of stone bolt stock, and this stock comprises:
Bracing frame and location sheet frame; Wherein,
Support frame as described above upper end is provided with supporting surface, and described supporting surface is provided with posting;
Described location sheet frame is the plate and frame structure of " returning " font, is sleeved on the posting of supporting surface of support frame as described above, is evenly provided with the locating hole of a plurality of mounting foot bolts on the plate body of location sheet frame.
In above-mentioned stone bolt stock, support frame as described above serve as reasons vertical four vertical rods that arrange be connected to cross bar between each vertical rod and the three-dimensional quadra structure of hound formation.
In above-mentioned stone bolt stock, described vertical rod, cross bar and hound all adopt angle steel.
In above-mentioned stone bolt stock, support frame as described above bottom is provided with feet.
In above-mentioned stone bolt stock, described location sheet frame is hollow square plate frame structure, and a plurality of locating holes are evenly set on its plate body.
In above-mentioned stone bolt stock, it is that the steel plate that 4～6mm is thick is made that described location sheet frame adopts thickness.
Embodiment of the present invention also provides a kind of preparation method of stone bolt stock, and the method comprises:
Make bracing frame:
Four vertical rods are vertically be arranged in parallel by square, between two adjacent vertical rods, be fixedly connected with cross bar and hound, the bracing frame that makes the cross bar that connects between four vertical rods and each vertical rod and hound form three-dimensional quadra structure; Make by the cross bar being connected between each vertical rod, to be formed on supporting surface on the supporting surface of bracing frame upper end;
Make location sheet frame:
Adopting the thick steel plate of 4～6mm is raw material, according to the size of the size of posting on the supporting surface of bracing frame and corresponding steel column base plate, make and there emerged a four blocks of laths, the mounting-positioning holes of stone bolt is set on four blocks of laths, four blocks of laths are welded into the plate and frame structure of " returning " font, make location sheet frame;
Location sheet frame is sleeved on the posting of supporting surface of support frame as described above, obtains stone bolt stock.
In said method, the location sheet frame size of making is not more than the size of corresponding steel column base plate.
In said method, the described diameter that the mounting-positioning holes of stone bolt is set on four blocks of laths is: be greater than the mounting foot diameter of bolt 2mm of institute.
By the above-mentioned technical scheme providing, can be found out, in embodiment of the present invention by posting being set on the supporting surface of bracing frame, thereby can easily the location sheet frame of mounting foot bolt be sleeved on the supporting surface of bracing frame, and location sheet frame is provided with the locating hole of the relatively-stationary mounting foot bolt in position, therefore at the posting and the location mating reaction of locating sheet frame of bracing frame, make to carry out quick location and installation to installed stone bolt.And this stock, improving installation effectiveness simultaneously, has volume little, and material is economized, inserting reinforcing bar with perpendicular in external wrapping concrete can interactional situation, can not affect the construction of perpendicular joint bar.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the embodiment of the present invention, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, do not paying under the prerequisite of creative work, can also obtain other accompanying drawings according to these accompanying drawings.
The foundation bolt bush shelf structure schematic diagram that Fig. 1 provides for the embodiment of the present invention.
The specific embodiment
Below in conjunction with specific embodiment, the technical scheme in the present invention is clearly and completely described, obviously, described embodiment is only the present invention's part embodiment, rather than whole embodiment.Based on embodiments of the invention, those of ordinary skills, not making the every other embodiment obtaining under creative work prerequisite, belong to protection scope of the present invention.
Below the embodiment of the present invention is described in further detail.
The embodiment of the present invention provides a kind of stone bolt stock, is used in Construction of Steel Structure, and with mounting foot bolt easily and fast, as shown in Figure 1, this stock comprises: bracing frame 1 and location sheet frame 2; Wherein, support frame as described above 1 upper end is provided with supporting surface, and described supporting surface is provided with posting 2;
Described location sheet frame 2 is the plate and frame structure of " returning " font, is sleeved on the posting 10 of supporting surface of support frame as described above, is evenly provided with the locating hole of a plurality of mounting foot bolts on the plate body of location sheet frame 2.
Location sheet frame 2 in above-mentioned stock is hollow square plate frame structure, and a plurality of locating holes are evenly set on its plate body.
It is that the steel plate that 4～6mm is thick is made that location sheet frame in above-mentioned stock adopts thickness.
The embodiment of the present invention also provides a kind of preparation method of stone bolt stock, and the method comprises:
Make bracing frame:
Four vertical rods are vertically be arranged in parallel by square, between two adjacent vertical rods, be fixedly connected with cross bar and hound, the bracing frame that makes the cross bar that connects between four vertical rods and each vertical rod and hound form three-dimensional quadra structure; Make by the cross bar being connected between each vertical rod, to be formed on supporting surface on the supporting surface of bracing frame upper end;
Make location sheet frame:
Adopting the thick steel plate of 4～6mm is raw material, according to the size of the size of posting on the supporting surface of bracing frame and corresponding steel column base plate, make and there emerged a four blocks of laths, the mounting-positioning holes of stone bolt is set on four blocks of laths, four blocks of laths are welded into the plate and frame structure of " returning " font, make location sheet frame;
Location sheet frame is sleeved on the posting of supporting surface of support frame as described above, obtains stone bolt stock.
In said method, the location sheet frame size of making is not more than the size of corresponding steel column base plate.
In said method, the described diameter that the mounting-positioning holes of stone bolt is set on four blocks of laths is: be greater than the mounting foot diameter of bolt 2mm of institute.
Below in conjunction with concrete manufacturing process, stone bolt stock of the present invention is described further.
The preparation method of stone bolt stock of the present invention is specific as follows:
(1) material that stone bolt stock is made:
The main material of making stone bolt stock is: L50 * 5mm～L90 * 6mm angle steel (determining according to steel column weight and stock height), welding and cutter.
(2) preparation method of stone bolt stock
Make bracing frame:
Bracing frame adopts angle steel to carry out processing and fabricating, adopt four angle steel as vertical rod, top and bottom are connected as the two-layer rectangular angular steel frame of cross bar welding with the same angle steel that uses, the top layer cross bar arranging in four vertical rods of bracing frame forms posting, four sides use angle steel as hound equally, and (diagonal brace angle steel back of the body limb is inside) carries out firmly bracing frame.The top mark height of bracing frame is anti-50mm under cushion cap end face absolute altitude, and the bottom of bracing frame is directly dropped on bed course waterproofing course, and absolute altitude is that concrete cushion top mark is high.
Make location sheet frame:
Adopt the thick steel plate of 4～6mm, the size of posting forming according to the top layer cross bar of bracing frame and the making of the size of steel column base plate there emerged a four blocks of laths (needs the locating hole for the default mounting foot bolt of stone bolt in lath, stone bolt diameter+2mm) and be welded into the location sheet frame of " returning " font aperture is:, the size of the location sheet frame of making is not more than steel column base plate size, after completing, location sheet frame and top layer cross bar are welded, make stone bolt stock.
Use the above-mentioned stone bolt stock of making over the ground foot bolt install:
Stone bolt is inserted in the locating hole on location-plate frame, and the height that stone bolt is installed is controlled by following size: 70mm+50mm+ steel column base plate thickness+pad thickness+double nut thickness+30mm.
The stone bolt stock of the embodiment of the present invention is compared and is mainly contained following advantage with traditional stone bolt stock: (1) has reduced the perpendicular joint bar of concrete and the location-plate problem of fighting because of stone bolt stock location-plate and column base plate size Control.(2) material usage of the more traditional stock of novel stock reduces, and reduces waste of material.
The above; be only the present invention's specific embodiment preferably, but protection scope of the present invention is not limited to this, is anyly familiar with in technical scope that those skilled in the art disclose in the present invention; the variation that can expect easily or replacement, within all should being encompassed in protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.
Claims (8)
1. a stone bolt stock, is characterized in that, this stock comprises:
Bracing frame and location sheet frame; Wherein,
Support frame as described above upper end is provided with supporting surface, and described supporting surface is provided with posting; Support frame as described above serve as reasons vertical four vertical rods that arrange be connected to cross bar between each vertical rod and the three-dimensional quadra structure of hound formation;
Described location sheet frame is the plate and frame structure of " returning " font, is sleeved on the posting of supporting surface of support frame as described above, is evenly provided with the locating hole of a plurality of mounting foot bolts on the plate body of location sheet frame.
2. stone bolt stock according to claim 1, is characterized in that, described vertical rod, cross bar and hound all adopt angle steel.
3. stone bolt stock according to claim 1, is characterized in that, support frame as described above bottom is provided with feet.
4. stone bolt stock according to claim 1, is characterized in that, described location sheet frame is hollow square plate frame structure, and a plurality of locating holes are evenly set on its plate body.
5. according to the stone bolt stock described in claim 1 or 4, it is characterized in that, it is that the steel plate that 4～6mm is thick is made that described location sheet frame adopts thickness.
6. a preparation method for stone bolt stock, is characterized in that, the method comprises:
Make bracing frame:
Four vertical rods are vertically be arranged in parallel by square, between two adjacent vertical rods, be fixedly connected with cross bar and hound, the bracing frame that makes the cross bar that connects between four vertical rods and each vertical rod and hound form three-dimensional quadra structure; Make by the cross bar being connected between each vertical rod, to form the posting on supporting surface on the supporting surface of bracing frame upper end;
Make location sheet frame:
Adopting the thick steel plate of 4～6mm is raw material, according to the size of the size of posting on the supporting surface of bracing frame and corresponding steel column base plate, make and there emerged a four blocks of laths, the mounting-positioning holes of stone bolt is set on four blocks of laths, four blocks of laths are welded into the plate and frame structure of " returning " font, make location sheet frame;
Location sheet frame is sleeved on the posting of supporting surface of support frame as described above, obtains stone bolt stock.
7. the preparation method of stone bolt stock according to claim 6, is characterized in that, in described method, the location sheet frame size of making is not more than the size of corresponding steel column base plate.
8. the preparation method of stone bolt stock according to claim 6, is characterized in that, the described diameter that the mounting-positioning holes of stone bolt is set on four blocks of laths is: be greater than the mounting foot diameter of bolt 2mm of institute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110248175.0A CN102425186B (en) | 2011-08-26 | 2011-08-26 | Foundation bolt stock and manufacture method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110248175.0A CN102425186B (en) | 2011-08-26 | 2011-08-26 | Foundation bolt stock and manufacture method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102425186A CN102425186A (en) | 2012-04-25 |
| CN102425186B true CN102425186B (en) | 2014-02-05 |
Family
ID=45959212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110248175.0A Active CN102425186B (en) | 2011-08-26 | 2011-08-26 | Foundation bolt stock and manufacture method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102425186B (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074904B (en) * | 2013-02-05 | 2015-04-29 | 广东省工业设备安装公司 | Method for installing oblique foundation bolts through combined-type sizing stock |
| CN106013603A (en) * | 2016-07-01 | 2016-10-12 | 广东省工业设备安装有限公司 | SRC (Steel Reinforced Concrete) column bottom plate positioning method |
| CN106638664A (en) * | 2016-12-15 | 2017-05-10 | 上海建工集团股份有限公司 | Foundation bolt fixing apparatus and positioning method |
| CN107268666B (en) * | 2017-07-27 | 2019-02-15 | 山东莱钢建设有限公司 | A kind of localization method of auxiliary locator and foundation bolt |
| CN107339556A (en) * | 2017-08-11 | 2017-11-10 | 中冶华天工程技术有限公司 | A kind of dismountable foundation bolt box device |
| CN109914462B (en) * | 2019-04-03 | 2020-10-27 | 江铃汽车集团江西工程建设有限公司 | Positioning support for embedding steel column foundation bolt and construction method |
| CN113007495A (en) * | 2021-03-29 | 2021-06-22 | 华能国际电力股份有限公司上海石洞口第一电厂 | Adjustable supporting frame for foundation bolts of boiler and mounting method |
| CN113882693B (en) * | 2021-10-25 | 2023-04-11 | 中国十七冶集团有限公司 | Large-diameter foundation bolt mounting structure and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240068A (en) * | 1999-02-23 | 2000-09-05 | Hitachi Metals Ltd | Anchor bolt fixing device |
| CN101806069A (en) * | 2010-04-16 | 2010-08-18 | 天津二十冶建设有限公司 | Integrated fixation and installation method for bolt |
| CN201826437U (en) * | 2010-09-29 | 2011-05-11 | 上海市机械施工有限公司 | Structure for accurately embedding column pin bolts for steel structures |
| CN201891172U (en) * | 2010-11-03 | 2011-07-06 | 中建三局第二建设工程有限责任公司 | Fixing bracket with fine-adjusting function for embedding anchor bolts |
| JP4769533B2 (en) * | 2005-09-30 | 2011-09-07 | 尹彦 大川 | Column bolt anchor bolt support device |
-
2011
- 2011-08-26 CN CN201110248175.0A patent/CN102425186B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240068A (en) * | 1999-02-23 | 2000-09-05 | Hitachi Metals Ltd | Anchor bolt fixing device |
| JP4769533B2 (en) * | 2005-09-30 | 2011-09-07 | 尹彦 大川 | Column bolt anchor bolt support device |
| CN101806069A (en) * | 2010-04-16 | 2010-08-18 | 天津二十冶建设有限公司 | Integrated fixation and installation method for bolt |
| CN201826437U (en) * | 2010-09-29 | 2011-05-11 | 上海市机械施工有限公司 | Structure for accurately embedding column pin bolts for steel structures |
| CN201891172U (en) * | 2010-11-03 | 2011-07-06 | 中建三局第二建设工程有限责任公司 | Fixing bracket with fine-adjusting function for embedding anchor bolts |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102425186A (en) | 2012-04-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102425186B (en) | Foundation bolt stock and manufacture method thereof | |
| CN204040056U (en) | A kind of location and installation support of pre-embedded anchoring bolts | |
| CN102251657B (en) | Arching formwork erecting method for assembled framework beam plate | |
| CN203834682U (en) | Exposed type column base with shear key | |
| CN102418416B (en) | Long-slab-span steel beam cast-in-situ floor formwork system | |
| CN201785940U (en) | Reinforced concrete prefabricated beam | |
| CN201794217U (en) | Pretensioned prestressing reinforced concrete precast beam | |
| CN102864934A (en) | Construction method of back-bolt type dry hanging stone curtain wall | |
| CN201738597U (en) | Sectional steel and steel pipe combined type support system of beam with high and large cross section | |
| CN105332506A (en) | Formwork support system for parallel multi-section stair and method for constructing same | |
| CN204456159U (en) | A kind of steel kind design concrete anchor location structure | |
| CN205024884U (en) | Compound shear force wall of welded steel fabric frame | |
| CN204645343U (en) | Prefabricated assembled concrete out-hung panel fastening devices | |
| CN203808249U (en) | Column stirrup cage assembly for beam-column joint core region | |
| CN103669566B (en) | The construction method of the steel reinforced concrete pedestal on large span grid roof | |
| CN204827463U (en) | A rack lining cutting structure for tunnel | |
| CN102418400B (en) | Pretensioning prestressed reinforced concrete precast beam | |
| CN102677826A (en) | Horse stool bar and application method | |
| CN202611111U (en) | Full-length triangular split heads | |
| CN203782984U (en) | Horse stool rib capable of controlling elevation and flatness of slab surface | |
| CN202280205U (en) | Assembly type continuous negative rib protection layer thickness positioning stool | |
| CN102587404B (en) | Construction method for large-sized blast furnace foundation | |
| CN201424797Y (en) | Wood keel overhead wooden floor mounting base layer | |
| CN204000936U (en) | Outer wall of basement single surface formwork system based on fastener type steel pipe earth anchor truss | |
| CN203373754U (en) | Angle brace bracket of inner support system of high-rigidity integrated prestress assembled type foundation pit support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Foundation bolt stock and manufacture method thereof Effective date of registration: 20180129 Granted publication date: 20140205 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: 518040 Guangdong city of Shenzhen province Futian District Che Kung Temple tipping building 17 layer Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20221207 Granted publication date: 20140205 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |