CN208415901U - Detachable split type bracket device - Google Patents
Detachable split type bracket device Download PDFInfo
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- CN208415901U CN208415901U CN201820790333.2U CN201820790333U CN208415901U CN 208415901 U CN208415901 U CN 208415901U CN 201820790333 U CN201820790333 U CN 201820790333U CN 208415901 U CN208415901 U CN 208415901U
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- bolt hole
- joint face
- bolt
- posting
- split type
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 89
- 239000010959 steel Substances 0.000 claims abstract description 89
- 230000002787 reinforcement Effects 0.000 claims description 3
- 241001237732 Microtia Species 0.000 claims description 2
- 238000005192 partition Methods 0.000 claims description 2
- 125000003003 spiro group Chemical group 0.000 claims description 2
- 230000010354 integration Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 38
- 230000003014 reinforcing effect Effects 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 238000003466 welding Methods 0.000 abstract description 5
- 238000013461 design Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 24
- 230000009194 climbing Effects 0.000 description 19
- 239000000203 mixture Substances 0.000 description 9
- 238000010586 diagram Methods 0.000 description 8
- 230000008569 process Effects 0.000 description 7
- 238000000465 moulding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000003321 amplification Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a kind of detachable split type bracket device, is formed by modularization steel corbel standard component on-site assembly, and accurately connected using bolt, posting and wall, have installation with tear open it is convenient；Using module design, component is small light-weight, is not required to be carried convenient for artificial using other hanging devices, and installation effectiveness is high, avoids previous pre-buried bracket box partition-type structures reinforcing bar or the work of a large amount of overhead weldings, construction safety, reliable.
Description
Technical field
The utility model relates to technical field of building construction, in particular to a kind of detachable split type bracket device.
Background technique
At present frequently with stiffness/steel frame-concrete wall structure form in super high rise structure, which is determined
Using the general technical route of the leading outline border construction of Core Walls Structure.The mould bases equipment for being currently employed for Super High core wall structure is main
Including hydraulic climbing formwork, integral hoisting scaffold, integral steel platform.Wherein integral steel platform climbing system is strong with globality, applies
Work is totally-enclosed, safety is good, integrated foot hand and template system are in functions such as one, therefore is usually used in the complicated Super High of 250m or more
Core wall structure construction.
At present between integral steel platform climbing system (climbing beam) and wall adhere to or support frequently in wall preformed hole,
The mode of pre-buried steel embedded part.The advantages that wherein though the mode tool indwelling of existing preformed hole is simple, there is also reinforcing bars in preformed hole
It is cut off, later concrete is filled a vacancy, and difficulty is big, it is big to damage to wall body structure, the deficiencies of need to taking strengthening measure.Using pre-buried steel
Embedded part mode can avoid damage to concrete structure, but that there is also built-in fittings is big, overhead welding bracket security risk is big, cutting
Heavy workload and it is not easy the deficiencies of having enough to meet the need.
Utility model content
The purpose of this utility model is to provide a kind of detachable split type bracket devices.
To solve the above problems, the utility model provides a kind of detachable split type bracket device, comprising:
It is embedded in the intracorporal posting of Core Walls Structure wall in advance, the setting of the first preset interval is pressed on the posting, and there are two upper bolts
Hole, by the setting of the second preset interval, there are two small ear plate bolts hole between two upper bolt holes；
Bracket component, comprising:
The steel corbel standard component on two top, each steel corbel standard component include the first joint face connected vertically and second
Joint face, wherein the first bolt hole is provided on each first joint face, each first joint face is by passing through first spiral shell
Keyhole, upper bolt hole bolt connect with the posting, be provided with the second bolt hole on each second joint face；
Middle part diaphragm plate, the middle part diaphragm plate is set to the lower part of the steel corbel standard component on described two tops, described
The both ends of middle part diaphragm plate are respectively arranged with third bolt hole, and each second joint face passes through second bolt by described
Hole, third bolt hole bolt connect with the middle part diaphragm plate；
By two pieces of small ear plates that second preset interval is arranged, every piece of small ear plate is connect with the middle part diaphragm plate, often
The 4th bolt hole is provided on block small ear plate, every piece of small ear plate passes through the small ear plate bolt hole, the 4th bolt hole by described
Bolt connect with the posting, be provided with limiting slot on the middle part diaphragm plate between two pieces of small ear plates, the limiting slot with
The hemispherical limited block of support bracket end cooperates.
Further, in above-mentioned apparatus, the posting, by there are two the settings of the first preset interval on the posting
Lower bolt hole, described two lower spiro keyhole positions are in the lower part of described two upper bolt holes；
The bracket component further include: be set to two steel corbel standard components of middle part diaphragm plate lower part, Mei Gegang
Bracket standard component includes the first joint face and the second joint face connected vertically, wherein is provided on each first joint face
One bolt hole, each first joint face are connect by passing through the bolt of first bolt hole, lower bolt hole with the posting,
It is provided with the second bolt hole on each second joint face, each second joint face passes through second bolt hole, the by described
The bolt of three bolts hole is connected with the second joint face of the middle part diaphragm plate and the steel corbel standard component on corresponding top.
Further, in above-mentioned apparatus, reinforcement part is also connected between first joint face and the second joint face.
Further, in above-mentioned apparatus, the posting includes steel framework and the anchor slab that connect with the steel framework, the steel
There are two upper bolt hole, two lower bolts hole and two small ear plate bolts hole for connection on frame.
Further, in above-mentioned apparatus, the small ear plate is integrated connection with the middle part diaphragm plate.
Compared with prior art, the effect of the utility model is:
One, a kind of detachable split type bracket device of the utility model, passes through modularization steel corbel standard component scene
Assemble, and accurately connected using bolt, posting and wall, have installation with tear open it is convenient；Utilize module design, portion
Part is small light-weight, is not required to be carried convenient for artificial using other hanging devices, and installation effectiveness is high, avoid previous pre-buried bracket box every
Disconnected structure reinforcing bars or the work of a large amount of overhead weldings, it is construction safety, reliable.
Two, a kind of detachable split type bracket device of the utility model, is made, standard bolt connection using standard component,
Associated components can be used in turn, and economy is good.
Three, a kind of detachably split type bracket device and installation method of the utility model, has the function of changeable and variant,
It can be according to practical load-bearing situation, flexible combination or selection.When external load is smaller, two, top steel corbel standard component can be only selected
The steel corbel component of+middle part diaphragm plate composition；When external load is larger, it is horizontal that four steel corbel standard components+middle part up and down can be selected
The steel corbel component of partition composition.
Detailed description of the invention
Fig. 1 is the overall structure figure of the detachable split type bracket device of an embodiment of the present invention；
Fig. 2 is the decomposition chart of the detachable split type bracket device of an embodiment of the present invention；
Fig. 3 is the structure chart of the posting of an embodiment of the present invention；
Fig. 4 is the implementation flow chart of the detachable split type bracket device of an embodiment of the present invention；
Fig. 5 is the pre-buried preceding schematic diagram of the posting of an embodiment of the present invention；
Fig. 6 be the posting of an embodiment of the present invention it is pre-buried after schematic diagram；
Fig. 7 is the signal of two steel corbel standard components of diaphragm plate lower part in the middle part of the installation of an embodiment of the present invention
Figure；
Fig. 8 is the schematic diagram of diaphragm plate in the middle part of the installation of an embodiment of the present invention；
Fig. 9 is the signal of two steel corbel standard components on diaphragm plate top in the middle part of the installation of an embodiment of the present invention
Figure；
Figure 10 is the schematic diagram of the small ear plate in the middle part of the installation of an embodiment of the present invention on diaphragm plate；
Figure 11 is that the limiting slot of an embodiment of the present invention is bowed with what the hemispherical limited block of support bracket end cooperated
View；
Figure 12 is the first side of the limiting slot of an embodiment of the present invention Yu the hemispherical limited block of support bracket end
View；
Figure 13 is second side of the limiting slot of an embodiment of the present invention Yu the hemispherical limited block of support bracket end
View；
Figure 14 is the third side of the limiting slot of an embodiment of the present invention Yu the hemispherical limited block of support bracket end
View；
Figure 15 is the signal of the hemispherical limited block insertion limiting slot of the support bracket end of an embodiment of the present invention
Figure；
Figure 16 is the amplification of the hemispherical limited block insertion limiting slot of the support bracket end of an embodiment of the present invention
Schematic diagram；
Figure 17 is that the hemispherical limited block of the support bracket end of an embodiment of the present invention is detached from the signal of limiting slot
Figure；
Figure 18 is the schematic diagram that the detachable split type bracket device of an embodiment of the present invention is dismantled and had enough to meet the need upwards；
Figure 19 is the schematic diagram of two steel corbel standard components on the installation top of an embodiment of the present invention；
Figure 20 is the schematic diagram of totally four steel corbel standard components of the installation upper and lower part of an embodiment of the present invention.
Specific embodiment
To keep the above objects, features, and advantages of the utility model more obvious and easy to understand, with reference to the accompanying drawing and have
Body embodiment is described in further detail the utility model.
Fig. 1 illustrates the detachable split type bracket device of the utility model, it includes 4 steel corbel standard components, middle parts
Diaphragm plate component, small ear plate and bolt.
Fig. 2 illustrates to be connected for detachable split type bracket device feature exploded view by steel corbel standard component and bolt
It connects, has assembly simple, size and weight are appropriate, convenient for quickly turnover and manual handling.
What Fig. 3 illustrated detachable split type bracket device positions frame apparatus in concrete shear force wall, it include steel framework,
The composition such as anchor slab.The positioning frame apparatus factory overall processing, simplifies field installation procedure, has positioning accuracy standard, installation just
The advantages that sharp.
As shown in Fig. 1~20, the utility model provides a kind of detachable split type bracket device, comprising:
It is embedded in posting 1 in Core Walls Structure wall 6 in advance, there are two upper spiral shells by the setting of the first preset interval on the posting
Keyhole 11, by the setting of the second preset interval, there are two small ear plate bolts hole 12 between two upper bolt holes；
Bracket component 100, comprising:
The steel corbel standard component 2 on two top, each steel corbel standard component 2 include 21 He of the first joint face connected vertically
Second joint face 22, wherein the first bolt hole 211 is provided on each first joint face 21, each first joint face 21 passes through
Bolt 212 across first bolt hole 211, upper bolt hole 11 is connect with the posting 1, on each second joint face 22
It is provided with the second bolt hole 221；
Middle part diaphragm plate 3, the middle part diaphragm plate 3 are set to the lower part of the steel corbel standard component 2 on described two tops, institute
The both ends for stating middle part diaphragm plate 3 are respectively arranged with third bolt hole 31, and each second joint face 22 passes through described the by described
Two bolts hole 221, third bolt hole 31 bolt 32 connect with the middle part diaphragm plate 3；
By two pieces of small ear plates 4 that second preset interval is arranged, every piece of small ear plate 4 is connect with the middle part diaphragm plate 3,
It is provided with the 4th bolt hole 41 on every piece of small ear plate 4, every piece of small ear plate 4 passes through the small ear plate bolt hole 12, the by described
The bolt 42 of four bolts hole 41 is connect with the posting 1, is provided with limit on the middle part diaphragm plate 3 between two pieces of small ear plates 4
Slot 33, the limiting slot 33 and the hemispherical limited block 51 of 5 end of support bracket cooperate.
Here, as illustrated in fig. 1 and 2, detachable split type bracket device includes steel corbel standard component, middle part diaphragm plate portion
The composition such as part, small ear plate, bolt, posting, wherein two steel corbel standard components of upper and lower part pass through detachable bolt
With Core Walls Structure wall connecting, and it is connect with middle part diaphragm plate by bolt.The corresponding steel corbel standard component in upper and lower part
It can be linked together by middle part diaphragm plate.As shown in figure 3, posting is formed by factory's overall processing, by steel framework 15 and anchor slab
14 equal compositions.
Adhere to for preformed hole, pre-buried steel part common between existing integral steel platform climbing system and Core Walls Structure shear wall etc.
That there are structural damages is big for mode, construction efficiency is low, security risk is high, the problems such as cannot reusing, is less economical, this is practical new
The purpose of type is to provide a kind of Split module steel corbel, has stress safety and reliable, small to main structure damage, positioning
The features such as precision height, modularized design, multipurpose, and reusable, economy is good.
As shown in Fig. 1~20, in detachable split type one embodiment of bracket device of the utility model, the posting,
By the setting of the first preset interval there are two lower bolt hole 13 on the posting 1, described two lower bolts hole 13 are located at described two
The lower part of a upper bolt hole 11；
The bracket component 100 further include: be set to two steel corbel standard components 2 of 3 lower part of middle part diaphragm plate, often
A steel corbel standard component 2 includes the first joint face 21 connected vertically and the second joint face 22, wherein each first joint face 21
On be provided with the first bolt hole 211, each first joint face 21 passes through the spiral shell for passing through first bolt hole 211, lower bolt hole
Bolt 13 is connect with the posting 1, and the second bolt hole 221, each second joint face 22 are provided on each second joint face 22
Pass through bolt 32 and the middle part diaphragm plate 3 and the corresponding top across second bolt hole 221, third bolt hole 31
Steel corbel standard component 2 the second joint face 22 connection.
In detachable split type one embodiment of bracket device of the utility model, first joint face 21 and the second connection
Reinforcement part 222 is also connected between face 22.
Fig. 4 is a kind of implementing procedure of detachable split type bracket device, including the installation of bracket posting, steel corbel peace
It fills, steel platform climbing beam stretches out bracket and shelves, steel platform climbing beam stretches out bracket retraction, steel corbel is dismantled and is flipped up
Stage.Wherein according to bracket installation and application order, split type bracket installation (implementation method one) can be divided into, split type bracket is answered
With (implementation method two) and three kinds of split type bracket application (implementation method three).Describe three kinds of embodiment party in detail separately below
Method.
As shown in figure 4, the installation method of above-mentioned detachable split type bracket device, comprising:
1) installation of pre-buried posting according to steel platform as shown in figure 5, climb process, according to the support bracket 5 of steel platform
Reserved height and position, the position of posting are determined in the 61 binding stage of reinforcing bar of Core Walls Structure wall 6, according to the position of posting 1
Installation posting is set, then casting concrete forms Core Walls Structure wall 6 on the reinforcing bar 61 of posting 1 and Core Walls Structure wall 6, such as
Shown in Fig. 6, two upper bolt holes and two small ear plate bolts hole 12 after molding on Core Walls Structure wall 6 on exposing posting 1, separately
Outside, wherein to prevent the sundries such as cement slurry from entering in two upper bolt holes 11 and two small ear plate bolts hole 12, in two upper spiral shells
Keyhole 11 and with can fill in rubber stopper in advance in two small ear plate bolts hole 13；
2) bracket component in-site installation is as shown in figure 9, install the steel corbel standard component 2 on two top, by each top
First joint face 21 of steel corbel standard component 2 is by passing through first bolt hole 211, the bolt 212 of upper bolt hole 11 and institute
The connection of posting 1 is stated, and each second joint face 22 is passed through into second bolt hole 221, third bolt hole 31 by described
Bolt connect with the middle part diaphragm plate 3, as shown in Figure 10, two pieces of small ear plates 4 are connect with the middle part diaphragm plate 3, will
Every piece of small ear plate 4 is connect by the bolt 42 across small ear plate bolt hole 12, the 4th bolt hole 41 with the posting 1.
Preferably, the small ear plate 4 being connected with diaphragm plate 3 integrated with diaphragm plate 3 in factory in advance can be process, and avoid site welding
Connect work.
Here, such as Fig. 4, a kind of implementation method of detachable split type bracket device of the utility model, implementing procedure
Bracket is stretched out for the installation of bracket posting, the installation of bracket component, steel platform climbing beam and is shelved, steel platform climbing beam stretching bracket
Retraction, bracket component are dismantled and are flipped up.
In one embodiment of installation method of the detachable split type bracket device of the utility model, Core Walls Structure wall after molding
After two upper bolt holes and two small ear plate bolts hole on body on exposing posting, further includes:
Also expose two lower bolts hole 13 on posting 1 on Core Walls Structure wall 6 after molding；
By each second joint face by described across second bolt hole, the bolt of third bolt hole and the middle part
Diaphragm plate connection, later, further includes:
The steel corbel standard component 2 for installing two lower parts leads to the first joint face 21 of the steel corbel standard component of each lower part
The bolt crossed across first bolt hole 211, lower bolt hole 13 is connect with the posting 1, by the steel corbel of each lower part
Second joint face 22 of standard component 2 by it is described across second bolt hole 221, third bolt hole 31 bolt 32 with it is described
The second joint face 22 connection of middle part diaphragm plate 3 and the steel corbel standard component 2 on corresponding top.
Here, implementation method one: split type bracket installation illustrates the implementation method one of the utility model in conjunction with Fig. 5-Figure 10,
It includes such as Fig. 5-Fig. 6, pre-buried posting installation, such as Fig. 7-Figure 10, bracket component in-site installation, the specific steps are as follows:
1) installation of pre-buried posting according to steel platform as shown in figure 5, climb process, according to the support bracket 5 of steel platform
Reserved height and position, the position of posting 1 are determined in the 61 binding stage of reinforcing bar of Core Walls Structure wall 6, according to the position of posting
Installation posting 1 is set, then casting concrete forms Core Walls Structure wall 6 on the reinforcing bar 61 of posting 1 and Core Walls Structure wall 6,
As shown in fig. 6, expose on Core Walls Structure wall 6 after molding two upper bolt holes 11 on posting 1 and with two microtia crab bolts
Hole 12；
2) bracket component in-site installation as shown in fig. 7, first install the steel corbel standard component of lower part, and pass through detachable one by one
Bolt is connected with wall 6, as shown in figure 8, installation middle part 3 component of diaphragm plate, then as shown in figure 9, the steel on two top of installation
Bracket standard component 2, and upper and lower steel corbel standard component 2 and 3 component of middle part diaphragm plate are connected by bolt 32, finally such as Figure 10 institute
Show, two small ear plates 4 at middle part are installed.
Implementation method three: seperated bracket variant applies the implementation method three for combining Figure 19-Figure 20 to illustrate the utility model, it
Including split type bracket variant one or split type bracket variant two, the specific steps are as follows:
1) split type bracket variant one: split type bracket variant by the steel corbel standard component on two top, two small ear plates and
Middle part diaphragm plate composition, it is suitable for load it is little in the case where, posting installation and bracket installation can refer to Fig. 5-Figure 10, have
Body application can refer to Figure 11-Figure 18.
2) split type bracket variant two: split type bracket variant two by top two steel corbel standard components, middle part tabula
Plate, lower part two steel corbel standard components composition, it is suitable in the biggish situation of load, posting installation and bracket installation can
Referring to Fig. 5-Figure 10, concrete application can refer to Figure 11-Figure 18.
Split type bracket applies the implementation method two for combining Figure 11-Figure 18 to illustrate the utility model, it includes Figure 11-figure
16, the overhanging bracket of steel platform climbing beam shelves process, such as Figure 17, the overhanging bracket removal process of steel platform climbing beam, and such as Figure 18 divides
Body formula bracket is dismantled and is had enough to meet the need upwards, the specific steps are as follows:
1) the overhanging bracket of steel platform climbing beam shelves process after steel platform is climbed in place, will be climbed using oil cylinder hydraulic system
The support bracket 5 on the periphery Sheng Liang is gradually released, and the hemispherical limited block 51 to overhanging 5 lower end of support bracket enters Core Walls Structure wall
Behind 33 inside of limiting slot on middle part diaphragm plate 3 on body 6, continue entire lowering steel platform height, such as Figure 11~16, so that branch
Bracket 5 is held to be shelved on the diaphragm plate 3 of middle part；
Reliably engaged by the hemispherical limited block 51 for beam end of climbing with limiting slot 33 herein, limits support bracket 5
Horizontal displacement prevents the two under extreme case to be detached from, and can avoid manual inspection climbing beam shelving length；
2) the overhanging bracket removal process of steel platform climbing beam is first integrally upward by steel platform when steel platform need to climb upwards
Climb certain distance, and the hemispherical limited block 51 of the lower end of the support bracket 5 overhanging to steel platform climbing beam completely disengages described
After limiting slot 33, as shown in figure 17, the support bracket 5 on climbing beam periphery is gradually recycled using oil cylinder hydraulic system；
3) split type bracket is dismantled and turnover is after the steel platform is completed to climb upwards upwards, as shown in figure 18, by institute
The component for stating the bracket component 100 that steel platform lower part is not required to load is dismantled one by one, and is flipped up bracket using artificial or packing
Component 100, continues to use.
The effect of the utility model is:
One, a kind of detachable split type bracket device of the utility model, passes through modularization steel corbel standard component scene
Assemble, and accurately connected using bolt, posting and wall, have installation with tear open it is convenient；Utilize module design, portion
Part is small light-weight, is not required to be carried convenient for artificial using other hanging devices, and installation effectiveness is high, avoid previous pre-buried bracket box every
Disconnected structure reinforcing bars or the work of a large amount of overhead weldings, it is construction safety, reliable.
Two, a kind of detachable split type bracket device of the utility model, is made, standard bolt connection using standard component,
Associated components can be used in turn, and economy is good.
Three, a kind of detachably split type bracket device and installation method of the utility model, has the function of changeable and variant,
It can be according to practical load-bearing situation, flexible combination or selection.When external load is smaller, can only select lower part steel corbel standard component+in
The steel corbel component of portion's diaphragm plate composition；When external load is larger, four steel corbel standard component+middle part diaphragm plates up and down can be selected
The steel corbel component of composition.
Four, when the detachable bracket of the utility model is equipped for support steel platform formwork, there is connection safety, reliably
Etc. functions.After steel platform is climbed in place, the Extension support bracket under cylinder system effect, when the hemispherical of support bracket end limits
Position block, which slides on wall, illustrates that climbing beam support bracket stretches out in place in the limiting slot of detachable bracket.Pass through the beam-ends that climbs
The hemispherical limited block in portion is reliably connected with diaphragm plate in the middle part of the limiting slot of detachable bracket, limits its horizontal displacement, and
It can avoid manual inspection climbing beam shelving length.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
Obviously, it is practical new without departing from this can to carry out various modification and variations to utility model by those skilled in the art
The spirit and scope of type.If in this way, these modifications and variations of the present invention belong to the utility model claims and its
Within the scope of equivalent technologies, then the utility model is also intended to including these modification and variations.
Claims (5)
1. a kind of detachable split type bracket device characterized by comprising
It is embedded in the intracorporal posting of Core Walls Structure wall in advance, is arranged by the first preset interval there are two upper bolt hole on the posting,
By the setting of the second preset interval, there are two small ear plate bolts hole between two upper bolt holes；
Bracket component, comprising:
The steel corbel standard component on two top, each steel corbel standard component include the first joint face connected vertically and the second connection
Face, wherein the first bolt hole is provided on each first joint face, each first joint face is by passing through first bolt
Hole, upper bolt hole bolt connect with the posting, be provided with the second bolt hole on each second joint face；
Middle part diaphragm plate, the middle part diaphragm plate are set to the lower part of the steel corbel standard component on described two tops, the middle part
The both ends of diaphragm plate are respectively arranged with third bolt hole, and each second joint face passes through second bolt hole, the by described
The bolt of three bolts hole is connect with the middle part diaphragm plate；
By two pieces of small ear plates that second preset interval is arranged, every piece of small ear plate is connect with the middle part diaphragm plate, every piece small
The 4th bolt hole is provided on otic placode, every piece of small ear plate is by described across the small ear plate bolt hole, the spiral shell of the 4th bolt hole
Bolt is connect with the posting, and limiting slot, the limiting slot and bearing are provided on the middle part diaphragm plate between two pieces of small ear plates
The limited block of bracket end cooperates.
2. detachable split type bracket device as described in claim 1, which is characterized in that the posting, the posting
Upper by the setting of the first preset interval, there are two lower bolts hole, and described two lower spiro keyhole positions are under described two upper bolt holes
Portion；
The bracket component further include: be set to two steel corbel standard components of middle part diaphragm plate lower part, each steel corbel
Standard component includes the first joint face and the second joint face connected vertically, wherein is provided with the first spiral shell on each first joint face
Keyhole, each first joint face are connect by passing through the bolt of first bolt hole, lower bolt hole with the posting, each
The second bolt hole is provided on second joint face, each second joint face passes through second bolt hole, third spiral shell by described
The bolt of keyhole is connected with the second joint face of the middle part diaphragm plate and the steel corbel standard component on corresponding top.
3. split type bracket device as claimed in claim 2 detachable, which is characterized in that the posting include steel framework and with
The anchor slab of steel framework connection, there are two upper bolt hole, two lower bolts hole and two microtia crab bolts for connection on the steel framework
Hole.
4. detachable split type bracket device as claimed in claim 2, which is characterized in that the small ear plate and the middle part are horizontal
Partition is integration connection.
5. detachable split type bracket device as described in claim 1, which is characterized in that first joint face and second connects
Reinforcement part is also connected between junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820790333.2U CN208415901U (en) | 2018-05-25 | 2018-05-25 | Detachable split type bracket device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820790333.2U CN208415901U (en) | 2018-05-25 | 2018-05-25 | Detachable split type bracket device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208415901U true CN208415901U (en) | 2019-01-22 |
Family
ID=65112295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820790333.2U Expired - Fee Related CN208415901U (en) | 2018-05-25 | 2018-05-25 | Detachable split type bracket device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208415901U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532936A (en) * | 2018-05-25 | 2018-09-14 | 上海建工四建集团有限公司 | Detachable split type bracket device and its installation method |
| DE102021214963A1 (en) | 2021-12-22 | 2023-06-22 | Doka Gmbh | suspension shoe |
-
2018
- 2018-05-25 CN CN201820790333.2U patent/CN208415901U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532936A (en) * | 2018-05-25 | 2018-09-14 | 上海建工四建集团有限公司 | Detachable split type bracket device and its installation method |
| CN108532936B (en) * | 2018-05-25 | 2023-12-26 | 上海建工四建集团有限公司 | Detachable split bracket device and installation method thereof |
| DE102021214963A1 (en) | 2021-12-22 | 2023-06-22 | Doka Gmbh | suspension shoe |
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Granted publication date: 20190122 |