CN106193094A - A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method - Google Patents
A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method Download PDFInfo
- Publication number
- CN106193094A CN106193094A CN201610782987.6A CN201610782987A CN106193094A CN 106193094 A CN106193094 A CN 106193094A CN 201610782987 A CN201610782987 A CN 201610782987A CN 106193094 A CN106193094 A CN 106193094A
- Authority
- CN
- China
- Prior art keywords
- bolt
- construction
- ground foot
- mounting holes
- mould
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
Abstract
The invention discloses a kind of embedding anchor bolts construction mould and foundation bolt regulation construction method, including upper horizontal plate, lower horizontal board and multiple support member being supported between upper horizontal plate and lower horizontal board, upper horizontal plate or lower horizontal board have kept flat level and has surveyed chi；A upper bolt mounting holes group is had on upper horizontal plate, a lower bolt mounting holes group is had on lower horizontal board, the quantity of upper bolt mounting holes group bolt mounting holes included with in lower bolt mounting holes group is all identical with the quantity needing construction ground foot bolt, is fixed with shaped steel rod member bottom lower horizontal board；This construction method includes step: one, surveying setting-out；Two, mould is placed and foundation bolt is tentatively installed；Three, first leveling；Four, shaped steel rod member is fixed；Five, foundation bolt is fixed；Six, mould is removed.The present invention is reasonable in design, easy construction and using effect good, can easy, quickly to needing construction ground foot bolt to be accurately positioned, and simplicity completes foundation bolt regulation work progress.
Description
Technical field
The invention belongs to steel building technical field of construction, especially relate to a kind of embedding anchor bolts construction mould and
Foundation bolt regulation construction method.
Background technology
When steel-structure factory building is constructed, typically each use pre-buried between steel structure system and the basis of steel-structure factory building
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, by a pre-embedded bolt group between each steel column and supported isolated footing
It is fixed, this pre-embedded bolt group generally includes four pre-embedded bolts being laid in respectively on four summits of a rectangle.Pin
To various sizes of steel column, in used 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 an exigent critical process of construction precision, and according to specification, " structural steelwork is executed
Working medium amount acceptance specification GB50205-2001 " and the requirement of " structural steelwork job specfication GB 50755-2012 ", foundation bolt
Error displacement be no more than 5mm.But nowadays, when foundation bolt is carried out Embedment Construction, neither one unification, standard and rule
The construction method of model is available for following, work progress is inevitably present constructing operation relatively arbitrarily, efficiency of construction low, pre-buried
The problems such as construction precision is poor, add and need pre-buried foundation bolt quantity the most, and construction volume is the biggest.Further, lack accordingly
Few a kind of mould being exclusively used in embedding anchor bolts construction, it is accurately fixed that the energy pre-buried position to pre-embedded bolt easy, quick is carried out
Position, and guarantee the Embedment Construction precision of foundation bolt.
Summary of the invention
The technical problem to be solved is for above-mentioned deficiency of the prior art, it is provided that a kind of foundation bolt
Embedment Construction mould, its simple in construction, reasonable in design and processing and fabricating and use easy and simple to handle, using effect good, can be easy, fast
Speed is to needing construction ground foot bolt to be accurately positioned.
For solving above-mentioned technical problem, the technical solution used in the present invention is: a kind of embedding anchor bolts construction mould, its
It is characterised by: include horizontal plate, be positioned at the lower horizontal board below horizontal plate and multiple horizontal plate and lower level of being supported in
Support member between plate, described upper horizontal plate is parallel laying with lower horizontal board and is entered by multiple described support members therebetween
Row is fastenedly connected；Having kept flat level on described upper horizontal plate or lower horizontal board and surveyed chi, described level is surveyed chi and is included cross flat board
With two level detection devices, described cross flat board is formed by connecting with vertically flat by horizontal flat board, described horizontal flat board and
Described vertically flat is laid at grade and the two perpendicular laying, and two described level detection devices are laid in institute respectively
State on horizontal flat board and described vertically flat；A upper bolt mounting holes group, described lower horizontal board is had on described upper horizontal plate
On have a lower bolt mounting holes group, described upper bolt mounting holes group is equal with the structure of described lower bolt mounting holes group and size
Identical, described upper bolt mounting holes group is positioned at the surface of described lower bolt mounting holes group；Described upper bolt mounting holes group and institute
Stating and all include multiple bolt mounting holes that supply and demand construction ground foot bolt is installed respectively in lower bolt mounting holes group, described upper bolt is pacified
In dress hole group and described lower bolt mounting holes group the quantity of included bolt mounting holes all with the quantity phase needing construction ground foot bolt
With, the installation position of multiple described bolt mounting holes respectively with multiple described installation positions needing construction ground foot bolt one a pair
Should；Described need construction ground foot bolt and the perpendicular laying of upper horizontal plate；Shaped steel rod member it is fixed with bottom described lower horizontal board.
Above-mentioned a kind of embedding anchor bolts construction mould, is characterized in that: described upper horizontal plate and lower horizontal board are bamboo glue
Plate, described support member is L-shaped support member.
Above-mentioned a kind of 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 are the most identical with size.
Above-mentioned a kind of embedding anchor bolts construction mould, is characterized in that: between described upper horizontal plate and lower horizontal board
Away from for 200mm～400mm.
Above-mentioned a kind of embedding anchor bolts construction mould, is characterized in that: the quantity of described shaped steel rod member is multiple tracks and it is equal
In parallel laying, shaped steel rod member described in multiple tracks is laid in bottom lower horizontal board from left to right.
Above-mentioned a kind of embedding anchor bolts construction mould, is characterized in that: described level detection device is spirit level.
Above-mentioned a kind of embedding anchor bolts construction mould, is characterized in that: also include the messenger wire being fixed on bottom lower horizontal board
Hammer.
Meanwhile, the invention also discloses that a kind of method step is simple, reasonable in design and easy construction, ground that using effect is good
Foot bolt pre-buried regulation construction method, it is characterised in that the method comprises the following steps:
Step one, surveying setting-out: mix after steel reinforcement cage colligation set in reinforced concrete foundation completes and to reinforcing bar
Before solidifying earth foundation carries out concreting, to the described pre-buried positions needing construction ground foot bolt multiple on reinforced concrete foundation
Unwrapping wire is measured respectively with pre-buried height；
Step 2, mould are placed and foundation bolt is tentatively installed: according to surveying setting-out in step one draw multiple described
Need the pre-buried position of construction ground foot bolt, described embedding anchor bolts construction mould is positioned over steel reinforcement cage described in step one
On, and make the multiple described bolt mounting holes in described upper bolt mounting holes group lay respectively at multiple described to need construction ground foot bolt
Pre-buried position directly over；Described construction ground foot bolt is needed tentatively to install to multiple again；
When tentatively installing needing construction ground foot bolt any one described, construction ground foot bolt from top to bottom will be needed from upper
The bolt mounting holes opened on horizontal plate and lower horizontal board passes；
Step 3, first leveling: embedding anchor bolts construction mould described in step 2 is carried out leveling, make described lower margin
Bolt embedment construction mould is in level, and is constructed described embedding anchor bolts by two described level detection devices
The level of mould detects；Meanwhile, multiple described construction ground foot bolt is needed according to what surveying setting-out in step one drew
Pre-buried height, the multiple described setting height(from bottom) needing construction ground foot bolt of installation preliminary in step 2 is adjusted,
Adjustment is spacing to needing construction ground foot bolt to carry out by interim fixing nut after completing, and makes multiple described to need construction ground foot bolt equal
Connecting as one with described embedding anchor bolts construction mould, described interim fixing nut is arranged on and needs on the foot bolt of construction ground
Portion；
Step 4, shaped steel rod member are fixed: use rod member to fix connector, constructed by embedding anchor bolts described in step 3
Shaped steel rod member in mould is fixed on described in step one on steel reinforcement cage；
Step 5, foundation bolt are fixed: use bolt to fix connector, by described lower margin spiral shells of need to constructing multiple in step 3
Bolt is separately fixed at described in step one on steel reinforcement cage；
Step 6, mould are removed: remove in step 3 be arranged on multiple described need on the foot bolt of construction ground interim fixing
Nut, takes out from the bottom to top by described embedding anchor bolts construction mould.
Above-mentioned construction method, is characterized in that: described shaped steel rod member is arranged on lower horizontal board by connecting bolt；Step 4
Described in bolt described in shaped steel rod member and step 5 fix connector and be connection reinforcing bar；
Step 4 carries out shaped steel rod member when fixing, described rod member fix connector and shaped steel rod member and described steel reinforcement cage it
Between be all fixedly connected with welding manner；
Carrying out foundation bolt in step 5 when fixing, described bolt is fixed connector and is needed construction ground foot bolt and described steel
All it is fixedly connected with welding manner between muscle cage.
Above-mentioned construction method, is characterized in that: after measuring unwrapping wire in step one, and drawn by surveying setting-out is multiple described
The pre-buried position and the pre-buried height that need construction ground foot bolt are all labeled on described steel reinforcement cage, multiple described need construction ground foot bolt
Pre-buried height the most identical, the described pre-buried height needing construction ground foot bolt is that this needs the elevation of top of construction ground foot bolt；?
When the pre-buried height needing construction ground foot bolt being labeled on described steel reinforcement cage, by need construction ground foot bolt elevation of top
The position of lower section 20cm～30cm is labeled on described steel reinforcement cage.
The present invention compared with prior art has the advantage that
1, the embedding anchor bolts construction mould simple in construction, processing and fabricating simplicity and the input cost that are used are low, processing
Quality is prone to ensure.
2, the embedding anchor bolts construction mould reasonable in design used, including upper horizontal plate, lower horizontal board and many
The individual support member being supported between horizontal plate and lower horizontal board, upper horizontal plate or lower horizontal board has kept flat level and has surveyed chi；On
Have a upper bolt mounting holes group on horizontal plate, lower horizontal board has a lower bolt mounting holes group, upper bolt mounting holes
The quantity of group bolt mounting holes included with in lower bolt mounting holes group is all identical with the quantity needing construction ground foot bolt, lower level
It is fixed with shaped steel rod member, dismounting simplicity bottom plate, installs and lay conveniently.
3, the embedding anchor bolts construction mould that used uses easy and simple to handle and using effect good, can easy, quickly enter
Row is accurately installed, and construction ground foot bolt can be needed to be accurately positioned to one group, it is ensured that need the pre-buried position of construction ground foot bolt
With pre-buried height.
4, the foundation bolt regulation construction method used is simple, reasonable in design and realization is convenient, using effect is good, can letter
Just foundation bolt regulation work progress, it is rapidly completed, it is ensured that need the pre-buried precision of construction ground foot bolt.
In sum, the present invention is reasonable in design, easy construction and using effect good, can be easy, quickly to lower margin of need to constructing
Bolt is accurately positioned, and simplicity completes foundation bolt regulation work progress.
Below by drawings and Examples, technical scheme is described in further detail.
Accompanying drawing explanation
Fig. 1 is the floor map of embedding anchor bolts construction mould of the present invention.
Fig. 2 is the elevational schematic view of embedding anchor bolts construction mould of the present invention.
Fig. 3 is that the present invention has constructed the use state reference map of foundation bolt.
Fig. 4 is the method flow block diagram using the present invention to carry out when foundation bolt regulates.
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 construction ground foot bolt；
7 shaped steel rod members；8 ceiling hammers；9 steel columns；
10 billets；11 reinforced concrete bases；12 the most fixing nuts.
Detailed description of the invention
A kind of embedding anchor bolts construction mould as shown in Figure 1 and Figure 2, including upper horizontal plate 1, is positioned at upper horizontal plate 1 time
The lower horizontal board 2 of side and multiple support member 3 being supported between horizontal plate 1 and lower horizontal board 2, described upper horizontal plate 1 with under
Horizontal plate 2 is fastenedly connected in parallel laying and therebetween by multiple described support members 3；Described upper horizontal plate 1 or under
Having kept flat level on horizontal plate 2 and surveyed chi, described level is surveyed chi and is included cross flat board 4 and two level detection devices 5, and described ten
Font flat board 4 is formed by connecting with vertically flat by horizontal flat board, and described horizontal flat board and described vertically flat are laid in same flat
On face and the two perpendicular laying, two described level detection devices 5 are laid in described horizontal flat board respectively and described longitudinal direction is put down
On plate；Have a upper bolt mounting holes group on described upper horizontal plate 1, described lower horizontal board 2 has a lower bolt and installs
Hole group, described upper bolt mounting holes group is the most identical with the structure of described lower bolt mounting holes group and size, and described upper bolt is installed
Hole group is positioned at the surface of described lower bolt mounting holes group；In described upper bolt mounting holes group and described lower bolt mounting holes group all
Including multiple bolt mounting holes that supply and demand construction ground foot bolt 6 is installed respectively, described upper bolt mounting holes group and described lower bolt
In installing hole group, the quantity of included bolt mounting holes is all identical with the quantity needing construction ground foot bolt 6, and multiple described bolts are pacified
Dress hole installation position respectively with multiple described installation position one_to_one corresponding needing construction ground foot bolt 6；Described lower margin of need to constructing
Bolt 6 and the upper perpendicular laying of horizontal plate 1；It is fixed with shaped steel rod member 7 bottom described lower horizontal board 2.
In the present embodiment, described
In the present embodiment, described upper horizontal plate 1 and lower horizontal board 2 are bamboo slab rubber.Further, described upper horizontal plate 1 and under
The thickness of horizontal plate 2 is 20mm.
During practice of construction, described upper horizontal plate 1 and lower horizontal board 2 can also use the flat board of other material, such as plank etc..
In the present embodiment, described support member 3 is L-shaped support member.
Further, 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 are rectangular flat and the structure of the two and size is homogeneous
With.
Further, the quantity of described support member 3 is four, and 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.
Actual add man-hour, can according to specific needs the spacing between upper horizontal plate 1 and lower horizontal board 2 be adjusted accordingly
Whole.
In the present embodiment, the quantity of described shaped steel rod member 7 is multiple tracks and it is all in parallel laying, shaped steel rod member described in multiple tracks
7 are laid in bottom lower horizontal board 2 from left to right.
Time actually used, multiple described foot bolt 6 points of multiple rows of multiple rows in construction ground are needed to lay, described shaped steel rod member 7
Quantity is identical with the described columns needing construction ground foot bolt 6.Time actually used, each described shaped steel rod member 7 is one to cloth
Be located on same string multiple described needs construction ground foot bolt 6 to carry out the bottom keeper positioned.
Meanwhile, shaped steel rod member 7 described in multiple tracks forms the support platform being supported lower horizontal board 2, strengthens lower horizontal board 2
Rigidity.
In the present embodiment, described level detection device 5 is spirit level.
Meanwhile, present invention additionally comprises the ceiling hammer 8 being fixed on bottom lower horizontal board 2.
Further, described ceiling hammer 8 is positioned at the underface of lower horizontal board 2.
In the present embodiment, described shaped steel rod member 7 is laid in level with lower horizontal board 2, and described shaped steel rod member 7 is angle steel.Institute
Stating angle steel is equal leg angle.
In the present embodiment, the described quantity needing construction ground foot bolt 6 is four, and four described needs construction ground foot bolt 6 points
It is not fixed on four summits of a rectangle.
Further, as it is shown on figure 3, four described to need construction ground foot bolt 6 be the foundation bolt being fixed steel column 9,
Described steel column 9 bottom welding is fixed with billet 10, and described billet 10 is laid in level, 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 needs construction ground foot bolt 6 to be 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, described upper horizontal plate 1 and the structure of lower horizontal board 2 and size all with structure and the chi of billet 10
Very little identical.
Further, multiple described need construction ground foot bolt 6 upper horizontal plate 1 and lower horizontal board 2 installation site with at steel pad
Installation site on plate 10 is the most identical.
A kind of foundation bolt regulation construction method as shown in Figure 4, comprises the following steps:
Step one, surveying setting-out: after steel reinforcement cage colligation set in reinforced concrete foundation 11 completes and to reinforcing bar
Before concrete foundation 11 carries out concreting, to the described construction ground foot bolts 6 that need 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 the pre-buried position of construction ground foot bolt 6, described embedding anchor bolts construction mould is positioned over steel reinforcement cage described in step one
On, and make the multiple described bolt mounting holes in described upper bolt mounting holes group lay respectively at multiple described to need construction ground foot bolt
Directly over the pre-buried position of 6；Described construction ground foot bolt 6 is needed tentatively to install to multiple again；
When tentatively installing needing construction ground foot bolt 6 any one described, from top to bottom will need construction ground foot bolt 6 from
The bolt mounting holes opened on upper horizontal plate 1 and lower horizontal board 2 passes；
Step 3, first leveling: embedding anchor bolts construction mould described in step 2 is carried out leveling, make described lower margin
Bolt embedment construction mould is in level, and is executed described embedding anchor bolts by two described level detection devices 5
The level of tool and mould detects；Meanwhile, the multiple described lower margin spiral shell of need to constructing drawn according to surveying setting-out in step one
The pre-buried height of bolt 6, adjusts the multiple described setting height(from bottom) needing construction ground foot bolt 6 of installation preliminary in step 2
Whole, spacing to needing construction ground foot bolt 6 to carry out by interim fixing nut 12 after having adjusted, make multiple described lower margin of need to constructing
Bolt 6 all connects as one with described embedding anchor bolts construction mould, and described interim fixing nut 12 is arranged on and needs construction ground
Foot bolt 6 top；
Step 4, shaped steel rod member are fixed: use rod member to fix connector, constructed by embedding anchor bolts described in step 3
Shaped steel rod member 7 in mould is fixed on described in step one on steel reinforcement cage；
Step 5, foundation bolt are fixed: use bolt to fix connector, by described lower margin spiral shells of need to constructing multiple in step 3
Bolt 6 is separately fixed at described in step one on steel reinforcement cage；
Step 6, mould are removed: remove in step 3 be arranged on multiple described need on construction ground foot bolt 6 interim fixing
Nut 12, takes out from the bottom to top by described embedding anchor bolts construction mould.
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
Bolt described in steel rod elements and step 5 is fixed connector and is connection reinforcing bar；
Carrying out shaped steel rod member in step 4 when fixing, described rod member fixes connector and shaped steel rod member 7 and described steel reinforcement cage
Between be all fixedly connected with welding manner；
Carrying out foundation bolt in step 5 when fixing, described bolt is fixed connector and is needed construction ground foot bolt 6 and described
All it is fixedly connected with welding manner between steel reinforcement cage.
In the present embodiment, connector fixed by described rod member and described bolt is fixed connector and is waste steel bar section.
In the present embodiment, after step one measures unwrapping wire, the multiple described lower margin of need to constructing that surveying setting-out is drawn
The pre-buried position of bolt 6 and pre-buried height are all labeled on described steel reinforcement cage, multiple described pre-buried height needing construction ground foot bolt 6
Spending the most identical, the described pre-buried height needing construction ground foot bolt 6 is that this needs the elevation of top of construction ground foot bolt 6；At described steel
When the pre-buried height needing construction ground foot bolt 6 being labeled on muscle cage, will need below the elevation of top of construction ground foot bolt 6
The position of 20cm～30cm is labeled on described steel reinforcement cage.
When described embedding anchor bolts construction mould is processed by reality, need to be to described embedding anchor bolts construction mould
Accurately process, especially the position of bolt mounting holes is accurately processed.
In the present embodiment, when step one measures unwrapping wire, total powerstation is used to measure unwrapping wire.To lower margin of need to constructing
When the burial place of bolt 6 measures unwrapping wire, the axial centerline needing construction ground foot bolt 6 is measured unwrapping wire.
Step 4 carries out shaped steel rod member when fixing, need to guarantee that connector fixed by described rod member fixed and indeformable；
Step 5 carries out foundation bolt when fixing, need to guarantee that connector fixed by described bolt fixed and indeformable.
When described embedding anchor bolts construction mould is taken out by step 6 from the bottom to top, described embedding anchor bolts is executed
Tool and mould described needs construction ground foot bolt 6 slowly to move up along multiple, and does not touch described rod member in moving process and fix
Connector fixed by connector and described bolt, it is ensured that need the embedding precision of construction ground foot bolt 6.
During practice of construction, for fixed, it is also possible to it is multiple right to lay outside described embedding anchor bolts construction mould
Needing construction ground foot bolt 6 to be supported the interim fixing reinforcing bar fixed, described interim fixing reinforcing bar is at reinforced concrete foundation 11
Concrete pouring construction complete after could remove.
The above, be only presently preferred embodiments of the present invention, not impose any restrictions the present invention, every according to the present invention
Any simple modification, change and the equivalent structure change that above example is made by technical spirit, all still falls within skill of the present invention
In the protection domain of art scheme.
Claims (10)
1. an embedding anchor bolts construction mould, it is characterised in that: include horizontal plate (1), be positioned at horizontal plate (1) lower section
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) it is fastenedly connected in parallel laying and therebetween by multiple described support members (3) with lower horizontal board (2)；On described
Having kept flat level on horizontal plate (1) or lower horizontal board (2) and surveyed chi, described level is surveyed chi and is included cross flat board (4) and two water
Flat detection device (5), described cross flat board (4) is formed by connecting with vertically flat by horizontal flat board, described horizontal flat board and institute
Stating vertically flat to 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；A upper bolt mounting holes group, described lower water is had on described upper horizontal plate (1)
The structure of a lower bolt mounting holes group, described upper bolt mounting holes group and described lower bolt mounting holes group is had on flat board (2)
The most identical with size, described upper bolt mounting holes group is positioned at the surface of described lower bolt mounting holes group；Described upper bolt is installed
Lower bolt mounting holes group described in Kong Zuhe all includes multiple bolt mounting holes that supply and demand construction ground foot bolt (6) install respectively,
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, and the installation position of multiple described bolt mounting holes described needs construction ground foot bolt (6) with multiple respectively
Installation position one_to_one corresponding；Described need construction ground foot bolt (6) and upper horizontal plate (1) perpendicular laying；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)
Being bamboo slab rubber with lower horizontal board (2), described support member (3) is L-shaped support member.
3. 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) it is rectangular flat with lower horizontal board (2) and the structure of the two is the most identical with size.
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
(1) spacing and between lower horizontal board (2) is 200mm～400mm.
5. 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 is multiple tracks and it is all in parallel laying, and described in multiple tracks, shaped steel rod member (7) is laid in lower horizontal board (2) from left to right
Bottom.
6. 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.
7. 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.
8. one kind utilizes the construction method that foundation bolt is adjusted by mould as claimed in claim 1, it is characterised in that the party
Method comprises the following steps:
Step one, surveying setting-out: mix after steel reinforcement cage colligation set in reinforced concrete foundation (11) completes and to reinforcing bar
Before solidifying earth foundation (11) carries out concreting, the most multiple described need construction ground foot bolt to reinforced concrete foundation (11) is upper
(6) pre-buried position and pre-buried height measure unwrapping wire respectively；
Step 2, mould are placed and foundation bolt is tentatively installed: execute according to the multiple described need that surveying setting-out in step one draws
The pre-buried position of building site foot bolt (6), is positioned over described in step one on steel reinforcement cage by described embedding anchor bolts construction mould,
And make the multiple described bolt mounting holes in described upper bolt mounting holes group lay respectively at multiple described to need construction ground foot bolt (6)
Pre-buried position directly over；Described construction ground foot bolt (6) is needed tentatively to install to multiple again；
When tentatively installing needing construction ground foot bolt (6) any one described, from top to bottom will need construction ground foot bolt (6) from
The bolt mounting holes opened on upper horizontal plate (1) and lower horizontal board (2) passes；
Step 3, first leveling: embedding anchor bolts construction mould described in step 2 is carried out leveling, make described foundation bolt
Embedment Construction mould is in level, and is constructed described embedding anchor bolts by two described level detection devices (5)
The level of mould detects；Meanwhile, multiple described construction ground foot bolt is needed according to what surveying setting-out in step one drew
(6) pre-buried height, is carried out the multiple described setting height(from bottom) needing construction ground foot bolt (6) of installation preliminary in step 2
Adjust, by interim fixing nut (12) to needing construction ground foot bolt (6) to carry out spacing after having adjusted, make multiple described need execute
Building site foot bolt (6) all connects as one with described embedding anchor bolts construction mould, and described interim fixing nut (12) is installed
Needing construction ground foot bolt (6) top；
Step 4, shaped steel rod member are fixed: use rod member to fix connector, by embedding anchor bolts construction mould described in step 3
In shaped steel rod member (7) be fixed on described in step one on steel reinforcement cage；
Step 5, foundation bolt are fixed: use bolt to fix connector, described need construction ground foot bolt by multiple in step 3
(6) it is separately fixed at described in step one on steel reinforcement cage；
Step 6, mould are removed: remove and be arranged on multiple described interim fixing spiral shell needed on construction ground foot bolt (6) in step 3
Female (12), take out from the bottom to top by described embedding anchor bolts construction mould.
9. according to the construction method described in claim 8, it is characterised in that: described shaped steel rod member (7) is installed by connecting bolt
On lower horizontal board (2)；Bolt described in shaped steel rod member described in step 4 and step 5 is fixed connector and is connection reinforcing bar；
Step 4 carries out shaped steel rod member when fixing, described rod member fix connector and shaped steel rod member (7) and described steel reinforcement cage it
Between be all fixedly connected with welding manner；
Carrying out foundation bolt in step 5 when fixing, described bolt is fixed connector and is needed construction ground foot bolt (6) and described steel
All it is fixedly connected with welding manner between muscle cage.
10. according to the construction method described in claim 8, it is characterised in that: after step one measures unwrapping wire, measurement is put
The multiple described pre-buried position needing construction ground foot bolt (6) and pre-buried height that line draws all are labeled on described steel reinforcement cage, many
The individual described pre-buried height needing construction ground foot bolt (6) is the most identical, and the described pre-buried height needing construction ground foot bolt (6) is these need
The elevation of top of construction ground foot bolt (6)；The pre-buried height needing construction ground foot bolt (6) is labeled by described steel reinforcement cage
Time, it is labeled in needing the position of 20cm～30cm below the elevation of top of construction ground foot bolt (6) on described steel reinforcement cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610782987.6A CN106193094B (en) | 2016-08-30 | 2016-08-30 | A kind of embedding anchor bolts construction mould and foundation bolt adjust construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610782987.6A CN106193094B (en) | 2016-08-30 | 2016-08-30 | A kind of embedding anchor bolts construction mould and foundation bolt adjust construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193094A true CN106193094A (en) | 2016-12-07 |
| CN106193094B CN106193094B (en) | 2018-08-03 |
Family
ID=58086742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610782987.6A Active CN106193094B (en) | 2016-08-30 | 2016-08-30 | A kind of embedding anchor bolts construction mould and foundation bolt adjust construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193094B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677201A (en) * | 2017-01-14 | 2017-05-17 | 山东飞越钢结构工程有限公司 | Positioning method of built-in foundation bolts constructed on independent foundation |
| CN107830321A (en) * | 2017-11-03 | 2018-03-23 | 上海电力设计院有限公司 | Flush type foundation bolt for electric support positions levelling device |
| CN108104488A (en) * | 2017-11-22 | 2018-06-01 | 中国二十冶集团有限公司 | The installation method of pre-embedded anchoring bolts |
| CN109025326A (en) * | 2018-08-16 | 2018-12-18 | 武汉海王机电工程技术有限公司 | A kind of assisted location method of foundation bolt |
| CN110965791A (en) * | 2019-12-10 | 2020-04-07 | 中建七局安装工程有限公司 | Accurate positioning method for foundation bolt |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240068A (en) * | 1999-02-23 | 2000-09-05 | Hitachi Metals Ltd | Anchor bolt fixing device |
| CN201284485Y (en) * | 2008-10-09 | 2009-08-05 | 浙江省长城建设集团股份有限公司 | Fixing device of stone bolt |
| KR20090086188A (en) * | 2009-07-20 | 2009-08-11 | 한동흔 | Method for foundation construction structure of pedestal |
| 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 |
| CN202170636U (en) * | 2011-07-14 | 2012-03-21 | 中建八局第四建设有限公司 | Mould for pre-embedded foundation bolt of steel structural foundation |
| CN202787298U (en) * | 2012-07-02 | 2013-03-13 | 中国三冶集团（营口）有限公司 | Foundation pre-buried bolt tool |
| CN203270599U (en) * | 2013-05-21 | 2013-11-06 | 中博农畜牧科技股份有限公司 | Foundation bolt pre-buried die |
| CN203768941U (en) * | 2014-04-11 | 2014-08-13 | 中国水利水电第五工程局有限公司 | Fast installation mould for foundation bolt set |
| CN204151820U (en) * | 2014-07-24 | 2015-02-11 | 中国建筑第六工程局有限公司 | Stone bolt location and installation support |
| CN205421311U (en) * | 2015-12-01 | 2016-08-03 | 中国建筑第八工程局有限公司 | Rag bolt fixes a position mounting tool |
| CN205999921U (en) * | 2016-08-30 | 2017-03-08 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould |
-
2016
- 2016-08-30 CN CN201610782987.6A patent/CN106193094B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240068A (en) * | 1999-02-23 | 2000-09-05 | Hitachi Metals Ltd | Anchor bolt fixing device |
| CN201284485Y (en) * | 2008-10-09 | 2009-08-05 | 浙江省长城建设集团股份有限公司 | Fixing device of stone bolt |
| KR20090086188A (en) * | 2009-07-20 | 2009-08-11 | 한동흔 | Method for foundation construction structure of pedestal |
| 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 |
| CN202170636U (en) * | 2011-07-14 | 2012-03-21 | 中建八局第四建设有限公司 | Mould for pre-embedded foundation bolt of steel structural foundation |
| CN202787298U (en) * | 2012-07-02 | 2013-03-13 | 中国三冶集团（营口）有限公司 | Foundation pre-buried bolt tool |
| CN203270599U (en) * | 2013-05-21 | 2013-11-06 | 中博农畜牧科技股份有限公司 | Foundation bolt pre-buried die |
| CN203768941U (en) * | 2014-04-11 | 2014-08-13 | 中国水利水电第五工程局有限公司 | Fast installation mould for foundation bolt set |
| CN204151820U (en) * | 2014-07-24 | 2015-02-11 | 中国建筑第六工程局有限公司 | Stone bolt location and installation support |
| CN205421311U (en) * | 2015-12-01 | 2016-08-03 | 中国建筑第八工程局有限公司 | Rag bolt fixes a position mounting tool |
| CN205999921U (en) * | 2016-08-30 | 2017-03-08 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould |
Non-Patent Citations (1)
| Title |
|---|
| 陈爱社: "锅炉基础工程地脚螺栓精确定位和安装工艺", 《河南省建筑业行业优秀论文集》 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677201A (en) * | 2017-01-14 | 2017-05-17 | 山东飞越钢结构工程有限公司 | Positioning method of built-in foundation bolts constructed on independent foundation |
| CN107830321A (en) * | 2017-11-03 | 2018-03-23 | 上海电力设计院有限公司 | Flush type foundation bolt for electric support positions levelling device |
| CN107830321B (en) * | 2017-11-03 | 2019-08-30 | 上海电力设计院有限公司 | Flush type foundation bolt for electrical bracket positions levelling device |
| CN108104488A (en) * | 2017-11-22 | 2018-06-01 | 中国二十冶集团有限公司 | The installation method of pre-embedded anchoring bolts |
| CN109025326A (en) * | 2018-08-16 | 2018-12-18 | 武汉海王机电工程技术有限公司 | A kind of assisted location method of foundation bolt |
| CN110965791A (en) * | 2019-12-10 | 2020-04-07 | 中建七局安装工程有限公司 | Accurate positioning method for foundation bolt |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193094B (en) | 2018-08-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106193094A (en) | A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method | |
| CN209636847U (en) | A kind of adjustable tower crane built-in fitting accurate positioning tool | |
| CN104695557B (en) | Steel structure building construction method for one-step pre-burying of foundation bolts | |
| CN106193330B (en) | A kind of steel building construction land tenure foot bolt pre-embedded construction method | |
| CN104141383B (en) | A kind of Bailey beam pendent form support system and construction thereof | |
| CN203247603U (en) | High-position foundation bolt positioning device | |
| CN103590603B (en) | Large span multi-curvature shell structure of reinforced concrete method | |
| CN203256760U (en) | Formwork for quickly installing and positioning foundation bolt | |
| CN103437279A (en) | Overhead cast-in-place box beam pressure-bearing strut and construction technology thereof | |
| CN103276893A (en) | Novel composite structure for supporting rigid building template and construction method | |
| CN102720362A (en) | Construction technology of high-precision reinforced concrete reaction wall | |
| CN206986719U (en) | A kind of bridge floor anti-collision wall reinforcing bar positioning installation apparatus | |
| CN105672655A (en) | Side wall self-propelled type triangular truss and construction method thereof | |
| CN102926538A (en) | Reaction box and construction method of reaction wall | |
| CN112663516A (en) | Construction method of bridge thin-wall hollow pier column | |
| CN102287058A (en) | Method for installing and leveling large-plane high-precision embedded part | |
| CN106368330B (en) | Steel building construction land tenure foot bolt pre-embedded construction method | |
| CN110409624A (en) | A kind of installation of large scale equipment and main structure be inverse to be made to calculate and construction method | |
| CN104164951A (en) | Stair landing and construction method thereof | |
| CN205999921U (en) | A kind of embedding anchor bolts construction mould | |
| CN206495384U (en) | A kind of assembled hangs platform structure | |
| CN112095485A (en) | Bridge stay cable anchor cylinder pre-embedded positioning device and using method thereof | |
| CN205999920U (en) | Multi-functional embedding anchor bolts construction mould | |
| CN107587770A (en) | Disjunctor storehouse synchronization slding form operation method | |
| CN105735228B (en) | High-lift tooth climbs formula ship lift rack system construction method and installation accuracy control method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20161207 Assignee: Xixian New Area century pipe gallery construction management Co.,Ltd. Assignor: CHINA RAILWAY 20 BUREAU Group Corp. Contract record no.: X2022980004696 Denomination of invention: An anchor bolt embedded construction mold and an anchor bolt adjustment construction method Granted publication date: 20180803 License type: Common License Record date: 20220424 |
|
| EE01 | Entry into force of recordation of patent licensing contract |