CN102425186A - Foundation bolt stock and manufacture method thereof - Google Patents

Foundation bolt stock and manufacture method thereof Download PDF

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Publication number
CN102425186A
CN102425186A CN2011102481750A CN201110248175A CN102425186A CN 102425186 A CN102425186 A CN 102425186A CN 2011102481750 A CN2011102481750 A CN 2011102481750A CN 201110248175 A CN201110248175 A CN 201110248175A CN 102425186 A CN102425186 A CN 102425186A
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China
Prior art keywords
frame
stone bolt
plate
stock
location
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Application number
CN2011102481750A
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Chinese (zh)
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CN102425186B (en
Inventor
张朝
钱锋
李双材
钱焕
吕黄兵
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China Construction Science and Industry Corp Ltd
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China Construction Steel Structure Corp Ltd
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Priority to CN201110248175.0A priority Critical patent/CN102425186B/en
Publication of CN102425186A publication Critical patent/CN102425186A/en
Application granted granted Critical
Publication of CN102425186B publication Critical patent/CN102425186B/en
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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

Stone bolt stock and preparation method thereof
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 can whether pre-buried position, the absolute altitude of stone bolt correctly directly determining whole building normally use and service life.First floor steel column with basically all will be after the basis is connected through stone bolt at steel column outsourcing one layer concrete.Building of base concrete need reach to erect in the steel column external wrapping concrete and can carry out after joint bar inserts in the reinforcement foundation in the stone bolt installation in the construction.The installation of stone bolt generally needs the stone bolt stock to carry out the location of stone bolt.
In the Steel Structure Installation industry; Traditional stone bolt stock is made simple, uses the location-plate of angle steel according to stone bolt, is made into a framework; Then location-plate is welded on and forms the stone bolt stock on the framework, be installed in the position and the absolute altitude that make stone bolt on the sole plate and keep fixing.And the shortcoming that this stone bolt stock exists is that support body is bigger, and material is comparatively wasted.Erecting when inserting reinforcing bar in stock and the external wrapping concrete has interactional situation, and perpendicular joint bar can't be constructed.
Summary of the invention
The purpose of embodiment of the present invention provides a kind of stone bolt stock and preparation method thereof, can solve the variety of issue of foot bolt stock existence traditionally, thereby guarantees can convenient, fast and accurately to install when stone bolt is constructed.
The objective of the invention is to realize through following technical scheme:
Embodiment of the present invention provides a kind of stone bolt stock, and this stock comprises:
Bracing frame and location sheet frame; Wherein,
The support frame as described above upper end is provided with supporting surface, and said supporting surface is provided with posting;
Said 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, evenly is provided with the locating hole of a plurality of installation stone bolt on the plate body of location sheet frame.
In the above-mentioned stone bolt stock, support frame as described above serve as reasons vertical four vertical rods that are provided with and the cross bar and the three-dimensional quadra structure of hound formation that are connected between each vertical rod.
In the above-mentioned stone bolt stock, said vertical rod, cross bar and hound all adopt angle steel.
In the above-mentioned stone bolt stock, the support frame as described above bottom is provided with feet.
In the above-mentioned stone bolt stock, said location sheet frame is the hollow square plate frame structure, and a plurality of locating holes evenly are set on its plate body.
In the above-mentioned stone bolt stock, it is that the thick steel plate of 4~6mm is processed that said location sheet frame adopts thickness.
Embodiment of the present invention also provides a kind of preparation method of stone bolt stock, and this method comprises:
Make bracing frame:
Four vertical rods are vertically laterally arranged by square, between two adjacent vertical rods, be fixedly connected cross bar and hound, the bracing frame that makes the cross bar that connects between four vertical rods and each vertical rod and hound constitute three-dimensional quadra structure; Make on the supporting surface of bracing frame upper end and constitute on the supporting surface by the cross bar that is connected between each vertical rod;
Make the location sheet frame:
Adopting the thick steel plate of 4~6mm is raw material; There emerged a four blocks of laths according to the size of posting on the supporting surface of bracing frame and the sized of pairing steel column base plate; The installing and locating hole 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, process the location sheet frame;
The location sheet frame is sleeved on the posting of supporting surface of support frame as described above, promptly obtains the stone bolt stock.
In the said method, the location sheet frame size of making is not more than the size of pairing steel column base plate.
In the said method, the diameter in the said installing and locating hole that stone bolt is set on four blocks of laths by: greater than stone bolt diameter 2mm is installed.
Can find out by the above-mentioned technical scheme that provides; In the embodiment of the present invention through on the supporting surface of bracing frame, posting being set; Thereby can easily the location sheet frame that stone bolt is installed be sleeved on the supporting surface of bracing frame; And the location sheet frame is provided with the locating hole of the relatively-stationary installation stone bolt in position, therefore at the posting and the location mating reaction of locating sheet frame of bracing frame, makes and can carry out quick location and installation to the stone bolt of being installed.And this stock is improving installation effectiveness simultaneously, and it is little to have a volume, and material is economized, and inserting reinforcing bar with perpendicular in the external wrapping concrete can interactional situation, can not influence the construction of perpendicular joint bar.
Description of drawings
In order to be illustrated more clearly in the technical scheme of the embodiment of the invention; The accompanying drawing of required use is done to introduce simply in will describing embodiment below; Obviously, the accompanying drawing in describing below only is some embodiments of the present invention, for those of ordinary skill in the art; Under the prerequisite of not paying creative work, can also obtain other accompanying drawings according to these accompanying drawings.
The stone bolt stock structural representation that Fig. 1 provides for the embodiment of the invention.
The specific embodiment
Below in conjunction with specific embodiment the technical scheme among the present invention is carried out clear, intactly description, obviously, described embodiment only is the present invention's part embodiment, rather than whole embodiment.Based on embodiments of the invention, those of ordinary skills belong to protection scope of the present invention not making the every other embodiment that is obtained under the creative work prerequisite.
Do to describe in detail further in the face of the embodiment of the invention down.
The embodiment of the invention provides a kind of stone bolt stock, is used in the Construction of Steel Structure, and is as shown in Figure 1 so that stone bolt to be installed easily and fast, and 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 said supporting surface is provided with posting 2;
Said 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, evenly is provided with the locating hole of a plurality of installation stone bolt on the plate body of location sheet frame 2.
Bracing frame 1 in the above-mentioned stock serve as reasons vertical four vertical rods 11 that are provided with and the cross bar 12 and the three-dimensional quadra structure of hound 13 formations that are connected between each vertical rod, wherein, vertical rod 11, cross bar 12 and hound 13 all adopt angle steel.
Bracing frame 1 bottom in the above-mentioned stock is provided with feet.
Location sheet frame 2 in the above-mentioned stock is the hollow square plate frame structure, and a plurality of locating holes evenly are set on its plate body.
It is that the thick steel plate of 4~6mm is processed that location sheet frame in the above-mentioned stock adopts thickness.
The embodiment of the invention also provides a kind of preparation method of stone bolt stock, and this method comprises:
Make bracing frame:
Four vertical rods are vertically laterally arranged by square, between two adjacent vertical rods, be fixedly connected cross bar and hound, the bracing frame that makes the cross bar that connects between four vertical rods and each vertical rod and hound constitute three-dimensional quadra structure; Make on the supporting surface of bracing frame upper end and constitute on the supporting surface by the cross bar that is connected between each vertical rod;
Make the location sheet frame:
Adopting the thick steel plate of 4~6mm is raw material; There emerged a four blocks of laths according to the size of posting on the supporting surface of bracing frame and the sized of pairing steel column base plate; The installing and locating hole 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, process the location sheet frame;
The location sheet frame is sleeved on the posting of supporting surface of support frame as described above, promptly obtains the stone bolt stock.
In the said method, the location sheet frame size of making is not more than the size of pairing steel column base plate.
In the said method, the diameter in the said installing and locating hole that stone bolt is set on four blocks of laths by: greater than stone bolt diameter 2mm is installed.
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 of stone bolt stock making:
The main material of making the stone bolt stock is: L50 * 5mm~L90 * 6mm angle steel (confirming 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 that is provided with in four vertical rods of bracing frame forms posting, and 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 the cushion cap end face absolute altitude, and the bottom of bracing frame is directly dropped on the bed course waterproofing course, and absolute altitude is that the concrete cushion top mark is high.
Make the location sheet frame:
Adopt the thick steel plate of 4~6mm; It (need be the preset locating hole that stone bolt is installed of stone bolt in the lath that the size of the posting that forms according to the top layer cross bar of bracing frame and the sized of steel column base plate there emerged a four blocks of laths; The aperture is: stone bolt diameter+2mm) also is welded into the location sheet frame of " returning " font; The size of the location sheet frame of processing is not more than the steel column base plate size, will locate sheet frame after the completion and the top layer cross bar welds, and promptly processes the stone bolt stock.
Use the above-mentioned stone bolt stock of processing that stone bolt is installed:
Stone bolt is inserted in the locating hole on the sheet frame of location, 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 invention is compared with traditional stone bolt stock and mainly contained following advantage: the perpendicular joint bar of concrete and the location-plate problem of fighting has been reduced because of stone bolt stock location-plate and column base plate size Control in (1).(2) material usage of the more traditional stock of novel stock reduces, and reduces waste of material.
The above; Be merely the preferable specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, any technician who is familiar with the present technique field is in the technical scope that the present invention discloses; The variation that can expect easily or replacement all should be encompassed within 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 (9)

1. a stone bolt stock is characterized in that, this stock comprises:
Bracing frame and location sheet frame; Wherein,
The support frame as described above upper end is provided with supporting surface, and said supporting surface is provided with posting;
Said 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, evenly is provided with the locating hole of a plurality of installation stone bolt on the plate body of location sheet frame.
2. stone bolt stock according to claim 1 is characterized in that, support frame as described above serve as reasons vertical four vertical rods that are provided with and the cross bar and the three-dimensional quadra structure of hound formation that are connected between each vertical rod.
3. stone bolt stock according to claim 2 is characterized in that said vertical rod, cross bar and hound all adopt angle steel.
4. stone bolt stock according to claim 2 is characterized in that, the support frame as described above bottom is provided with feet.
5. stone bolt stock according to claim 1 is characterized in that, said location sheet frame is the hollow square plate frame structure, and a plurality of locating holes evenly are set on its plate body.
6. according to claim 1 or 5 described stone bolt stocks, it is characterized in that it is that the thick steel plate of 4~6mm is processed that said location sheet frame adopts thickness.
7. the preparation method of a stone bolt stock is characterized in that, this method comprises:
Make bracing frame:
Four vertical rods are vertically laterally arranged by square, between two adjacent vertical rods, be fixedly connected cross bar and hound, the bracing frame that makes the cross bar that connects between four vertical rods and each vertical rod and hound constitute three-dimensional quadra structure; Make on the supporting surface of bracing frame upper end and constitute on the supporting surface by the cross bar that is connected between each vertical rod;
Make the location sheet frame:
Adopting the thick steel plate of 4~6mm is raw material; There emerged a four blocks of laths according to the size of posting on the supporting surface of bracing frame and the sized of pairing steel column base plate; The installing and locating hole 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, process the location sheet frame;
The location sheet frame is sleeved on the posting of supporting surface of support frame as described above, promptly obtains the stone bolt stock.
8. the preparation method of stone bolt stock according to claim 7 is characterized in that, in the said method, the location sheet frame size of making is not more than the size of pairing steel column base plate.
9. the preparation method of stone bolt stock according to claim 7 is characterized in that, the diameter in the said installing and locating hole that stone bolt is set on four blocks of laths by: greater than stone bolt diameter 2mm is installed.
CN201110248175.0A 2011-08-26 2011-08-26 Foundation bolt stock and manufacture method thereof Active CN102425186B (en)

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)

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CN102425186A true CN102425186A (en) 2012-04-25
CN102425186B CN102425186B (en) 2014-02-05

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103074904A (en) * 2013-02-05 2013-05-01 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
CN107268666A (en) * 2017-07-27 2017-10-20 山东莱钢建设有限公司 A kind of localization method of auxiliary locator and foundation bolt
CN109914462A (en) * 2019-04-03 2019-06-21 江铃汽车集团江西工程建设有限公司 A kind of locating support and construction method of steel column embedding anchor bolts
CN113882693A (en) * 2021-10-25 2022-01-04 中国十七冶集团有限公司 Large-diameter foundation bolt mounting structure and construction method

Citations (5)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103074904A (en) * 2013-02-05 2013-05-01 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
CN107268666A (en) * 2017-07-27 2017-10-20 山东莱钢建设有限公司 A kind of localization method of auxiliary locator and foundation bolt
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
CN109914462A (en) * 2019-04-03 2019-06-21 江铃汽车集团江西工程建设有限公司 A kind of locating support and construction method of steel column embedding anchor bolts
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
CN113882693A (en) * 2021-10-25 2022-01-04 中国十七冶集团有限公司 Large-diameter foundation bolt mounting structure and construction method

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C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
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GR01 Patent grant
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

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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.

CP03 Change of name, title or address