CN205999921U - A kind of embedding anchor bolts construction mould - Google Patents
A kind of embedding anchor bolts construction mould Download PDFInfo
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- CN205999921U CN205999921U CN201621016518.5U CN201621016518U CN205999921U CN 205999921 U CN205999921 U CN 205999921U CN 201621016518 U CN201621016518 U CN 201621016518U CN 205999921 U CN205999921 U CN 205999921U
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Abstract
The utility model discloses a kind of embedding anchor bolts construction mould, including upper horizontal plate, positioned at the lower horizontal board below upper horizontal plate and multiple support member being supported between upper horizontal plate and lower horizontal board, level is kept flat on upper horizontal plate or lower horizontal board and has surveyed chi, level is surveyed chi and is included cross flat board and two level detection devices, one upper bolt mounting holes group is had on upper horizontal plate, one lower bolt mounting holes group is had on lower horizontal board, the bolt mounting holes that multiple construction foundation bolts of supply and demand respectively are installed all are included in upper bolt mounting holes group and lower bolt mounting holes group, the installation position of multiple bolt mounting holes is corresponded with the installation position of multiple foundation bolts of need to constructing respectively；Described foundation bolt of need to constructing perpendicular laying with upper horizontal plate；Described lower horizontal board bottom is fixed with shaped steel rod member.This utility model structure is simple, reasonable in design and processing and fabricating and good using easy and simple to handle, using effect, can easy, quick need construction foundation bolt be accurately positioned.
Description
Technical field
This utility model is related to a kind of mould, especially relates to a kind of embedding anchor bolts construction mould.
Background technology
When steel-structure factory building is constructed, typically each adopt pre-buried between the steel structure system of steel-structure factory building and basis
Foundation bolt be fixedly connected.In the steel structure system of steel-structure factory building, each steel column is respectively supported at an isolated footing
On, this isolated footing is reinforced concrete foundation, passes through a pre-embedded bolt group between each steel column and supported isolated footing
It is fixed, in this pre-embedded bolt group, generally include four pre-embedded bolts being laid in respectively on four summits of a rectangle.Pin
To various sizes of steel column, in adopted pre-embedded bolt group, the spacing of pre-embedded bolt is different.Steel-structure factory building was constructed
Cheng Zhong, the Embedment Construction of foundation bolt is the exigent critical process of construction precision, according to specification《Structural steelwork is applied
Working medium amount acceptance specification GB50205-2001》And《Structural steelwork job specfication GB 50755-2012》Requirement, foundation bolt
Error displacement be no more than 5mm.But when nowadays, Embedment Construction being carried out to foundation bolt, neither one unification, standard and rule
The construction method of model is available for following, be inevitably present in work progress constructing operation relatively arbitrarily, low construction efficiency, pre-buried
The problems such as construction precision is poor, along with the foundation bolt quantity needing pre-buried is very many, construction volume is very big.And, accordingly lack
A kind of few mould being exclusively used in embedding anchor bolts construction, it is accurately fixed easy, quickly the pre-buried position of pre-embedded bolt to be carried out
Position, and guarantee the Embedment Construction precision of foundation bolt.
Utility model content
Technical problem to be solved in the utility model is, for above-mentioned deficiency of the prior art, to provide a kind of lower margin
Bolt embedment construction mould, its structure is simple, reasonable in design and processing and fabricating and good using easy and simple to handle, using effect, can letter
Just, quick foundation bolt that need are constructed is accurately positioned.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of embedding anchor bolts construction mould
Tool it is characterised in that：Including upper horizontal plate, be located at lower horizontal board below upper horizontal plate and multiple be supported in upper horizontal plate with
Support member between horizontal plate, described upper horizontal plate is in parallel laying and therebetween by multiple described supports with lower horizontal board
Part is fastenedly connected；Level is kept flat on described upper horizontal plate or lower horizontal board and has surveyed chi, described level has been surveyed chi and included cross
Flat board and two level detection devices, described cross flat board is formed by connecting by horizontal flat board and vertically flat, described laterally puts down
Plate and described vertically flat are laid at grade and the two perpendicular laying, and two described level detection devices are laid respectively
On described horizontal flat board and described vertically flat；One upper bolt mounting holes group, described lower water are had on described upper horizontal plate
One lower bolt mounting holes group, the structure of described upper bolt mounting holes group and described lower bolt mounting holes group and chi are had on flat board
Very little all same, described upper bolt mounting holes group is located at the surface of described lower bolt mounting holes group；Described upper bolt mounting holes group
With the bolt mounting holes all including multiple construction foundation bolts installations of supply and demand respectively in described lower bolt mounting holes group, described upper spiral shell
The number all with foundation bolt of need to constructing for the quantity of included bolt mounting holes in bolt installing hole group and described lower bolt mounting holes group
Amount is identical, and the installation position of multiple described bolt mounting holes is respectively with the installation position of multiple described foundation bolts of need to constructing one by one
Corresponding；Described foundation bolt of need to constructing perpendicular laying with upper horizontal plate；Described lower horizontal board bottom is fixed with shaped steel rod member.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Described upper horizontal plate and lower horizontal board are bamboo glue
Plate.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Described support member is L-shaped support member.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Described upper horizontal plate and lower horizontal board are rectangle
Flat board and the structure of the two and size all same.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：The quantity of described support member is four, described in four
Support member is laid on four drift angles of lower horizontal board respectively.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Between between described upper horizontal plate and lower horizontal board
Away from for 200mm～400mm.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：For multiple tracks and it is equal for the quantity of described shaped steel rod member
In parallel laying, described in multiple tracks, shaped steel rod member is laid in lower horizontal board bottom from left to right.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Described level detection device is spirit level.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Also include being fixed on the messenger wire of lower horizontal board bottom
Hammer.
A kind of above-mentioned embedding anchor bolts construction mould, is characterized in that：Described shaped steel rod member and lower horizontal board are in horizontal cloth
If described shaped steel rod member is angle steel.
This utility model compared with prior art has advantages below：
1st, structure is simple, processing and fabricating is easy and input cost is low, and crudy is easy to ensure.
2nd, reasonable in design, including upper horizontal plate, lower horizontal board and multiple be supported in upper horizontal plate and lower horizontal board it
Between support member, upper horizontal plate or lower horizontal board have kept flat level survey chi；One upper bolt mounting holes is had on upper horizontal plate
Group, lower horizontal board has a lower bolt mounting holes group, included spiral shell in upper bolt mounting holes group and lower bolt mounting holes group
The quantity of bolt installing hole is all identical with the quantity of foundation bolt of need to constructing, and lower horizontal board bottom is fixed with shaped steel rod member, dismounting letter
Just, install and lay conveniently.
3rd, use easy and simple to handle and using effect is good, can easy, quickly accurately installed, and construction ground can be needed to one group
Foot bolt is accurately positioned it is ensured that the pre-buried position of foundation bolt of need to constructing and pre-buried height.And, construction method is simple,
Reasonable in design and realization is convenient, using effect is good, and energy is easy, be rapidly completed foundation bolt adjusts work progress it is ensured that needing construction
The pre-buried precision of foundation bolt.
In sum, this utility model structure is simple, reasonable in design and processing and fabricating and use easy and simple to handle, using effect
Good, can easy, quick need construction foundation bolt be accurately positioned.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Brief description
Fig. 1 is floor map of the present utility model.
Fig. 2 is elevational schematic view of the present utility model.
Fig. 3 is the use state completing foundation bolt using this utility model construction with reference to figure.
Fig. 4 is construction method FB(flow block) of the present utility model.
Description of reference numerals:
Horizontal plate on 1；2 lower horizontal boards；3 support members；
4 cross flat boards；5 level detection devices；6 need to construct foundation bolt；
7 shaped steel rod members；8 ceiling hammers；9 steel columns；
10 billets；11 reinforced concrete bases；12 interim fixing nuts.
Specific embodiment
As shown in Figure 1 and Figure 2, this utility model includes horizontal plate 1, is located at lower horizontal board 2 and of upper horizontal plate 1 lower section
Multiple support members 3 being supported between horizontal plate 1 and lower horizontal board 2, described upper horizontal plate 1 is in parallel cloth with lower horizontal board 2
And if being fastenedly connected by multiple described support members 3 therebetween；Keep flat on described upper horizontal plate 1 or lower horizontal board 2
Level surveys chi, and described level is surveyed chi and included cross flat board 4 and two level detection devices 5, and described cross flat board 4 is by horizontal
Flat board is formed by connecting with vertically flat, and at grade and the two is perpendicular for described horizontal flat board and the laying of described vertically flat
Lay, two described level detection devices 5 are laid on described horizontal flat board and described vertically flat respectively；Described upper horizontal plate
Have a upper bolt mounting holes group on 1, described lower horizontal board 2 has a lower bolt mounting holes group, described upper bolt peace
The structure of lower bolt mounting holes group and size all same described in dress Kong Zuyu, described upper bolt mounting holes group is located at described lower bolt
The surface of installing hole group；All include multiple supply and demand respectively in described upper bolt mounting holes group and described lower bolt mounting holes group to apply
The bolt mounting holes that building site foot bolt 6 is installed, included spiral shell in described upper bolt mounting holes group and described lower bolt mounting holes group
The quantity of bolt installing hole is all identical with the quantity of foundation bolt 6 of need to constructing, and the installation position of multiple described bolt mounting holes is respectively
Correspond with the installation position of multiple described foundation bolts 6 of need to constructing；Described foundation bolt 6 of need to constructing with upper horizontal plate 1 is in
Vertical runs；Described lower horizontal board 2 bottom is fixed with shaped steel rod member 7.
In the present embodiment, described level is surveyed chi and is lain against on horizontal plate 1.
In the present embodiment, described upper horizontal plate 1 and lower horizontal board 2 are bamboo slab rubber.And, described upper horizontal plate 1 and under
The thickness of horizontal plate 2 is 20mm.
Thus, described upper horizontal plate 1 and lower horizontal board 2 have easy to process with cutting, boring easily, mold weight light,
The features such as site operation is quickly had bad luck.
During practice of construction, described upper horizontal plate 1 and lower horizontal board 2 can also be using the flat boards of other materials, such as plank etc..
In the present embodiment, described support member 3 is L-shaped support member.
And, described support member 3 is by the support member of two pieces of bamboo slab rubber machine-shapings.
In the present embodiment, described upper horizontal plate 1 and lower horizontal board 2 be rectangular flat and the structure of the two and size homogeneous
With.
And, the quantity of described support member 3 is four, four described support members 3 are laid in four of lower horizontal board 2 respectively
On drift angle.
In the present embodiment, the spacing between described upper horizontal plate 1 and lower horizontal board 2 is 200mm～400mm.
During reality processing, can according to specific needs the spacing between upper horizontal plate 1 and lower horizontal board 2 accordingly be adjusted
Whole.
In the present embodiment, the quantity of described shaped steel rod member 7 be multiple tracks and its all in parallel laying, shaped steel rod member described in multiple tracks
7 are laid in lower horizontal board 2 bottom from left to right.
When actually used, multiple described 6 points of multiple rows of multiple rows of foundation bolt of need to constructing are laid, described shaped steel rod member 7
Quantity is identical with the columns of described foundation bolt 6 of need to constructing.When actually used, each described shaped steel rod member 7 is one to cloth
The bottom keeper that the multiple described foundation bolt 6 of need to constructing being located in same row is positioned.
And, the vertical degree of described need to construct foundation bolt 6 can be effectively ensured using shaped steel rod member 7.
Meanwhile, the support platform that the paired lower horizontal board 2 of 7 groups of shaped steel rod member described in multiple tracks is supported, strengthens lower horizontal board 2
Rigidity.
In the present embodiment, described level detection device 5 is spirit level.
Meanwhile, this utility model also includes being fixed on the ceiling hammer 8 of lower horizontal board 2 bottom.
And, described ceiling hammer 8 is located at the underface of lower horizontal board 2.
In the present embodiment, described shaped steel rod member 7 and lower horizontal board 2 are in horizontal layout, and described shaped steel rod member 7 is angle steel.Institute
Stating angle steel is equal leg angle.
In the present embodiment, the quantity of described foundation bolt 6 of need to constructing is four, four described 6 points of foundation bolts of need to constructing
It is not fixed on four summits of a rectangle.
And, as shown in figure 3, four described foundation bolts 6 of need to constructing are the foundation bolt that steel column 9 is fixed,
Described steel column 9 bottom welding is fixed with billet 10, and described billet 10 is in horizontal layout, four described lower margin spiral shells of need to constructing
Bolt 6 is installed on billet 10.
In the present embodiment, described billet 10 is rectangular steel plates, and four described foundation bolts 6 of need to constructing are separately mounted to institute
State on four drift angles of rectangular steel plates.
During practice of construction, described steel column 9 is supported on reinforced concrete foundation 11, in described reinforced concrete foundation 11
It is provided with steel reinforcement cage.
In the present embodiment, the structure and size of described upper horizontal plate 1 and lower horizontal board 2 structure and the chi all with billet 10
Very little identical.
And, multiple described foundation bolts 6 of need to constructing are in the installation site of upper horizontal plate 1 and lower horizontal board 2 and in steel pad
Installation site all same on plate 10.
A kind of foundation bolt as shown in Figure 4 adjusts construction method, comprises the following steps：
Step one, surveying setting-out：After the completion for the treatment of set steel reinforcement cage colligation in reinforced concrete foundation 11 and to reinforcing bar
Before concrete foundation 11 carries out concreting, to described foundation bolts 6 of need to constructing multiple on reinforced concrete foundation 11
Pre-buried position and pre-buried height measure unwrapping wire respectively；
Step 2, mould are placed and foundation bolt is tentatively installed：According to surveying setting-out in step one draw multiple described
Need to construct the pre-buried position of foundation bolt 6, this utility model is positioned on steel reinforcement cage described in step one, and makes described upper spiral shell
The pre-buried position that multiple described bolt mounting holes in bolt installing hole group are located at multiple described foundation bolts 6 of need to constructing respectively is just gone up
Side；Again multiple described foundation bolts 6 of need to constructing tentatively are installed；
When foundation bolt 6 of need to constructing any one described is tentatively installed, from top to bottom by need construct foundation bolt 6 from
The bolt mounting holes opened on upper horizontal plate 1 and lower horizontal board 2 pass；
Step 3, first leveling：Leveling is carried out to this utility model in step 2, so that this utility model is in horizontal
State, and by two described level detection devices 5, horizontality of the present utility model is detected；Meanwhile, according to step one
The pre-buried height of the multiple described foundation bolt 6 of need to constructing that middle surveying setting-out draws is many to installation preliminary in step 2
The individual described setting height(from bottom) that need to construct foundation bolt 6 is adjusted, after the completion of adjustment by interim fixing nut 12 to need construct
Foundation bolt 6 carries out spacing, so that multiple described foundation bolts 6 of need to constructing all is connected as one with this utility model, described interim
Fixing nut 12 is arranged on foundation bolt 6 top of need to constructing；
Step 4, shaped steel rod member are fixed：Using rod member fixedly connected part, by the shaped steel bar in this utility model in step 3
Part 7 is fixed on steel reinforcement cage described in step one；
Step 5, foundation bolt are fixed：Using bolt fixedly connected part, by described lower margin spiral shells of need to constructing multiple in step 3
Bolt 6 is separately fixed on steel reinforcement cage described in step one；
Step 6, mould are removed：Remove in step 3 and be arranged on multiple described interim fixations that need to construct on foundation bolt 6
Nut 12, this utility model is taken out from the bottom to top.
In the present embodiment, described shaped steel rod member 7 is arranged on lower horizontal board 2 by connecting bolt；Type described in step 4
Described in steel rod elements and step 5, bolt fixedly connected part is connection reinforcing bar；
Carry out in step 4 shaped steel rod member fixing when, described rod member fixedly connected part and shaped steel rod member 7 and described steel reinforcement cage
Between be all fixedly connected with welding manner；
Carry out in step 5 foundation bolt fixing when, described bolt fixedly connected part and the foundation bolt 6 and described of need to constructing
All it is fixedly connected with welding manner between steel reinforcement cage.
In the present embodiment, after measuring unwrapping wire in step one, multiple described lower margin of need to constructing that surveying setting-out is drawn
The pre-buried position of bolt 6 and pre-buried be highly all labeled on described steel reinforcement cage, the pre-buried height of multiple described foundation bolts 6 of need to constructing
Degree all same, the pre-buried height of described foundation bolt 6 of need to constructing is the elevation of top of this foundation bolt 6 of need to constructing；In described steel
When the pre-buried height of need construction foundation bolt 6 being labeled on muscle cage, below the elevation of top of foundation bolt 6 that need are constructed
The position of 20cm～30cm is labeled on described steel reinforcement cage.
When reality is processed to this utility model, this utility model accurately need to be processed, especially bolt be pacified
The position in dress hole is accurately processed.
In the present embodiment, when measuring unwrapping wire in step one, unwrapping wire is measured using total powerstation.To need construction lower margin
When the burial place of bolt 6 measures unwrapping wire, the axial centerline of foundation bolt 6 that need are constructed measures unwrapping wire.
When carrying out the fixation of shaped steel rod member in step 4, need to guarantee that described rod member fixedly connected part is fixed and indeformable；
When carrying out foundation bolt fixation in step 5, need to guarantee that described bolt fixedly connected part is fixed and indeformable.
When in step 6 taking out this utility model from the bottom to top, by this utility model along multiple described lower margin spiral shells of need to constructing
Bolt 6 slowly moves up, and does not touch described rod member fixedly connected part and described bolt fixedly connected part in moving process, really
Guarantor need to construct the embedding precision of foundation bolt 6.
During practice of construction, it is fixed it is also possible to lay multiple foundation bolts 6 that need are constructed outside this utility model
Be supported fixation fixes reinforcing bar temporarily, and described interim fixing reinforcing bar is in the concrete pouring construction of reinforced concrete foundation 11
After the completion of could remove.
The above, be only preferred embodiment of the present utility model, not this utility model imposed any restrictions, every
Any simple modification, change and equivalent structure change above example made according to this utility model technical spirit, all still
Belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. a kind of embedding anchor bolts construction mould it is characterised in that：Including upper horizontal plate (1), it is located at below upper horizontal plate (1)
Lower horizontal board (2) and multiple support member (3) being supported between horizontal plate (1) and lower horizontal board (2), described upper horizontal plate
(1) lay and be fastenedly connected by multiple described support members (3) therebetween in parallel with lower horizontal board (2)；On described
Level is kept flat on horizontal plate (1) or lower horizontal board (2) and has surveyed chi, described level has been surveyed chi and included cross flat board (4) and two water
Flat detection means (5), described cross flat board (4) is formed by connecting by horizontal flat board and vertically flat, described horizontal flat board and institute
State vertically flat and lay at grade and the two perpendicular laying, two described level detection devices (5) are laid in respectively
On described horizontal flat board and described vertically flat；One upper bolt mounting holes group, described lower water are had on described upper horizontal plate (1)
One lower bolt mounting holes group, the structure of described upper bolt mounting holes group and described lower bolt mounting holes group are had on flat board (2)
With size all same, described upper bolt mounting holes group is positioned at the surface of described lower bolt mounting holes group；Described upper bolt is installed
Multiple bolt mounting holes that supply and demand construction foundation bolt (6) are installed respectively are all included in lower bolt mounting holes group described in Kong Zuhe,
In described upper bolt mounting holes group and described lower bolt mounting holes group the quantity of included bolt mounting holes all with lower margin of need to constructing
The quantity of bolt (6) is identical, the installation position of multiple described bolt mounting holes respectively with multiple described foundation bolts (6) of need to constructing
Installation position correspond；Described foundation bolt (6) of need to constructing perpendicular laying with upper horizontal plate (1)；Described lower horizontal board
(2) bottom is fixed with shaped steel rod member (7).
2. according to a kind of embedding anchor bolts construction mould described in claim 1 it is characterised in that：Described upper horizontal plate (1)
It is bamboo slab rubber with lower horizontal board (2).
3. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Described support member (3)
For L-shaped support member.
4. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Described upper horizontal plate
And lower horizontal board (2) is rectangular flat and the structure of the two and size all same (1).
5. according to a kind of embedding anchor bolts construction mould described in claim 4 it is characterised in that：Described support member (3)
Quantity is four, and four described support members (3) are laid on four drift angles of lower horizontal board (2) respectively.
6. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Described upper horizontal plate
(1) spacing and lower horizontal board (2) between is 200mm～400mm.
7. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Described shaped steel rod member
(7) quantity be multiple tracks and its all in parallel laying, described in multiple tracks, shaped steel rod member (7) is laid in lower horizontal board (2) from left to right
Bottom.
8. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Described horizontal detection
Device (5) is spirit level.
9. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Also include being fixed on
The ceiling hammer (8) of lower horizontal board (2) bottom.
10. according to a kind of embedding anchor bolts construction mould described in claim 1 or 2 it is characterised in that：Described shaped steel rod member
(7) with lower horizontal board (2) in horizontal layout, described shaped steel rod member (7) is angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621016518.5U CN205999921U (en) | 2016-08-30 | 2016-08-30 | A kind of embedding anchor bolts construction mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621016518.5U CN205999921U (en) | 2016-08-30 | 2016-08-30 | A kind of embedding anchor bolts construction mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205999921U true CN205999921U (en) | 2017-03-08 |
Family
ID=58194177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621016518.5U Active CN205999921U (en) | 2016-08-30 | 2016-08-30 | A kind of embedding anchor bolts construction mould |
Country Status (1)
| Country | Link |
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| CN (1) | CN205999921U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193094A (en) * | 2016-08-30 | 2016-12-07 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method |
-
2016
- 2016-08-30 CN CN201621016518.5U patent/CN205999921U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193094A (en) * | 2016-08-30 | 2016-12-07 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method |
| CN106193094B (en) * | 2016-08-30 | 2018-08-03 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould and foundation bolt adjust construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220513 Address after: 712000 floor 14, block A3, talent building, Century Avenue, Fengdong new town, Xixian new area, Xi'an, Shaanxi Patentee after: Xixian New Area century pipe gallery construction management Co.,Ltd. Address before: 710016 No. 89 Taihua Road, Weiyang District, Xi'an City, Shaanxi Province Patentee before: CHINA RAILWAY 20 BUREAU Group Corp. |