CN207277828U - Nonstandard interlayer is used for the attaching structure that climbs of creeping formwork frame body - Google Patents
Nonstandard interlayer is used for the attaching structure that climbs of creeping formwork frame body Download PDFInfo
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- CN207277828U CN207277828U CN201721106783.7U CN201721106783U CN207277828U CN 207277828 U CN207277828 U CN 207277828U CN 201721106783 U CN201721106783 U CN 201721106783U CN 207277828 U CN207277828 U CN 207277828U
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- frame body
- creeping formwork
- formwork frame
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Abstract
The attaching structure that climbs that a kind of nonstandard interlayer is used for creeping formwork frame body is the utility model is related to, including：It is buckled in the first attachment assembly of upper strata floor, first attachment assembly, which is equipped with, to be attached at the outer side of the upper strata floor and protrude out the first connecting pin of setting downwards；Be buckled in lower floor's floor and it is equipped with the outer side for being attached at lower floor's floor with corresponding second attachment assembly of first attachment assembly, second attachment assembly and protrudes out the second connection end of setting downwards；Support is connected to the constructional column between first connecting pin and second attachment assembly；It is fixedly arranged on the second connection end, the first wall-attaching base for connecting creeping formwork frame body；And it is fixedly arranged on the constructional column, the second wall-attaching base for connecting creeping formwork frame body.Attaching structure provided by the utility model is directed to the operating mode of nonstandard interlayer, provides attachment point for creeping formwork frame body using constructional column, solves the problems, such as that nonstandard interlevel layer height is too high to provide attachment for creeping formwork frame body.
Description
Technical field
The realm of building construction is the utility model is related to, refers in particular to the attachment knot that climbs that a kind of nonstandard interlayer is used for creeping formwork frame body
Structure.
Background technology
High-rise building is increased, and each city highest building is constantly refreshed, due to Core Walls Structure shear wall-huge column knot
Structure anti-seismic performance is good, using more and more extensive in super high rise structure.The monolithic hydraulic climbing formwork friendship for being attached to the huge column of each outline border is whole
External climbing frame safety coefficient is high, and climb operation is simply flexible, saves material and lease funds, there is preferable application prospect.
But for the huge column side only structure floor of outline border, without construct shear wall when, since hydraulic climbing formwork can not
It is attached on structure floor, if running at the structure floor of non-standard floor height so that hydraulic climbing formwork it is even more impossible to be attached to, climb by hydraulic pressure
Mould is only connected attachment with the huge column of outline border, and structural strength and stability are weaker, and it is safe to use to influence its.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, there is provided a kind of nonstandard interlayer is used for creeping formwork frame body
Climb attaching structure, solves huge column creeping formwork in the prior art and is only only attached to huge column and causes attachment bonding strength and stability
The problem of weaker and then influence is safe to use.
Realizing the technical solution of above-mentioned purpose is：
The utility model provides the attaching structure that climbs that a kind of nonstandard interlayer is used for creeping formwork frame body, including：
The first attachment assembly of upper strata floor is buckled in, first attachment assembly is equipped with and is attached at the upper strata floor
Outer side and protrude out the first connecting pin of setting downwards；
Be buckled in lower floor's floor and with corresponding second attachment assembly of first attachment assembly, second attachment
Component is equipped with the outer side for being attached at lower floor's floor and protrudes out the second connection end of setting downwards；
Support is connected to the constructional column between first connecting pin and second attachment assembly；
It is fixedly arranged on the second connection end, the first wall-attaching base for connecting creeping formwork frame body；And
It is fixedly arranged on the constructional column, the second wall-attaching base for connecting creeping formwork frame body.
Attaching structure provided by the utility model is directed to the operating mode of nonstandard interlayer, is set between off-gauge structure floor
The constructional column of connection, attachment point is provided using constructional column for creeping formwork frame body, is solved nonstandard interlevel layer height and is too high to as creeping formwork
Frame body provides the problem of attachment.Constructional column is fixed using the attachment assembly for being installed in levels floor, and overall stability is good,
Structural strength is big, adds the stability and structural strength of creeping formwork frame body.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, further include tiltedly
To support be connected to part on the inner side and second attachment assembly of the constructional column on lower floor's floor it
Between supporting item.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, the support
Part is two, and parallel setting.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, described first
Attachment assembly includes being fixedly arranged on the first supporting beam of the upper strata floor, being fixedly connected on first armful of beam of first supporting beam
Structure and be perpendicularly fixed at first support beam end and be resisted against the outer side of the upper strata floor first attachment beam,
The one end of first supporting beam is concordant with the outer side of the upper strata floor to be set, and first armful of girder construction is described in
Upper strata floor simultaneously encircles the structural beams being anchored under the upper strata floor, and the first attachment beam portion point protrudes out described
The lower section of upper strata floor simultaneously forms first connecting pin in end.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, described first
The 3rd wall-attaching base for connecting the creeping formwork frame body is installed with connecting pin.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, described first
End in supporting beam in upper floor plate is connected with the first fixed plate, and first fixed plate is fastened by split bolt
In the upper strata floor.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, described second
Attachment assembly includes being fixedly arranged on the second supporting beam of lower floor's floor, being fixedly connected on second armful of beam of second supporting beam
Structure and be perpendicularly fixed at second support beam end and be resisted against the outer side of lower floor's floor second attachment beam,
The one end of second supporting beam is concordant with the outer side of lower floor's floor to be set, and second armful of girder construction is described in
Lower floor's floor simultaneously encircles the structural beams being anchored under lower floor's floor, and the second attachment beam portion point protrudes out described
The lower section of lower floor's floor simultaneously forms the second connection end in end.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, described second
End in supporting beam in lower floor plate is connected with the second fixed plate, and second fixed plate is fastened by split bolt
In lower floor's floor.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, the construction
The both ends of column are installed with a pair of of grip block, by a pair of of grip block be held on corresponding first connecting pin and
Second attachment assembly is simultaneously fastenedly connected, so as to fulfill the constructional column and first connecting pin and the second attachment group
The connection of part.
The nonstandard interlayer of the utility model be used for creeping formwork frame body the attaching structure that climbs further improvement lies in that, the creeping formwork
The attached wall guide upper of frame body is fixedly connected by an attached wall part with first wall-attaching base, and lower part passes through another attached wall part and institute
The second wall-attaching base is stated to be fixedly connected.
Brief description of the drawings
Fig. 1 is the connection structure of climb attaching structure and creeping formwork frame body that the nonstandard interlayer of the utility model is used for creeping formwork frame body
Schematic diagram.
Fig. 2 is the structure that the nonstandard interlayer of the utility model is used for the first attachment assembly in the attaching structure that climbs of creeping formwork frame body
Schematic diagram.
Fig. 3 is the structural representation that the nonstandard interlayer of the utility model is used for constructional column in the attaching structure that climbs of creeping formwork frame body
Figure.
Fig. 4 is the side view that the nonstandard interlayer of the utility model is used for constructional column in the attaching structure that climbs of creeping formwork frame body.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, the utility model provides the attaching structure that climbs that a kind of nonstandard interlayer is used for creeping formwork frame body, for climbing
Mode structure be attached to structure floor nonstandard layer climb during, as the attachment of floor attachment creeping formwork frame body between floors
Point, strengthens floor attachment creeping formwork frame body and climbs in nonstandard layer the application at place.Filled up using constructional column it is nonstandard high layer by layer excessive and
The defects of can not adhering to, the attaching structure globality of the utility model is strong, has higher structural strength, can be creeping formwork frame body
Strong support is provided.Attachment assembly is set in the edge of structure floor, attachment point can be also provided for creeping formwork frame body, and also
Connection basis is provided for constructional column, an entirety is connected into constructional column, improves the overall stability of attaching structure.Tie below
Attached drawing is closed to illustrate climb attaching structure of the nonstandard interlayer of the utility model for creeping formwork frame body.
As shown in Figure 1, the attaching structure 20 that climbs that nonstandard interlayer provided by the utility model is used for creeping formwork frame body includes the
One attachment assembly 21, the second attachment assembly 22, constructional column 23, the first wall-attaching base 24 and the second wall-attaching base 25, the first attachment group
Part 21 be located on upper strata floor 11, which, which is equipped with, is attached at the outer side of upper strata floor 11 and downwardly convex
The first connecting pin 211 of setting is stretched, which is located at the lower section of upper strata floor 11；Second attachment assembly 22 button is set
It is equipped with lower floor's floor 12 and with the 21 corresponding setting of the first attachment assembly, the second attachment assembly 22 and is attached at lower floor's floor
12 outer side and the second connection end 221 for protruding out setting downwards, the second connection end 221 are located at the lower section of lower floor's floor 12；
The support of constructional column 23 is connected between the first connecting pin 211 and the second attachment assembly 22, the end of the first connecting pin 211 and construction
The top of column 23 is fixedly connected, and the bottom of constructional column 23 is fixedly connected with the top of the second attachment assembly 22, passes through constructional column 23
First attachment assembly 21 and the second attachment assembly 22 are connected to one, form an overall structure so that overall stability
More stablize.First wall-attaching base 24 is installed at the 221 of the second connection, for connecting creeping formwork frame body 14；Second wall-attaching base 25 is solid
It is located on constructional column 23, for connecting creeping formwork frame body 14.The top of attached wall guide rail 141 on creeping formwork frame body 14 and the second wall-attaching base
25 connections, lower part is connected with the first wall-attaching base 24, so as to be attached wall guide rail 141 by the first wall-attaching base 24 and the second wall-attaching base 25
The powerful support of stabilization is provided with creeping formwork frame body 14.
Distance between upper strata floor 11 and lower floor's floor 12 is above standard the height of interlayer, so referred to as nonstandard layer, this reality
The operating mode of nonstandard interlayer is directed to the attaching structure of new offer, the construction of connection is set between off-gauge structure floor
Column, attachment point is provided using constructional column for creeping formwork frame body, solve nonstandard interlevel layer height be too high to provide for creeping formwork frame body it is attached
The problem of.Constructional column is fixed using the attachment assembly for being installed in upper and lower floor plate, and overall stability is good, structural strength
Greatly, the stability and structural strength of creeping formwork frame body are added.
To improve the structural stability of attaching structure 20, which further includes skewed horizontal load and is connected to constructional column 23
Inner side and the second attachment assembly 22 on supporting item 26 between part on the lower floor plate 12, be using supporting item 26
Constructional column 23 provides skewed horizontal load, improves 23 force stability of constructional column, and then the attachment base of stabilization is provided for creeping formwork frame body 14
Plinth.Supporting item 26 is two, and parallel setting, common to support connecting structure column 23.It is preferred that supporting item 26 is rectangular steel pipe,
And it is welded and fixed with 23 and second attachment assembly 22 of constructional column.
With reference to shown in 2, the first attachment assembly 21 includes being installed in the first supporting beam 212 on upper strata floor 11, fixed
Connect first armful of girder construction 213 of the first supporting beam 212 and vertically fix 212 end of the first supporting beam and be resisted against upper floor
First attachment beam 214 of the outer side of plate 11, the one end of first supporting beam 212 is concordant with the outer side of upper strata floor 11 to be set
To put, first armful of girder construction 213 is through upper strata floor 11 and encircles the structural beams 13 being anchored under upper strata floor 11, and first
214 part of attachment beam protrudes out the lower section of upper strata floor 11 and forms the first connecting pin 211 in end.
Further, first armful of girder construction 213 is arranged in the first supporting beam 212 close to the one of the outer side of upper strata floor 11
First supporting beam 212, is anchored in structural beams 13, it is ensured that the stabilization of the first supporting beam 212 by side by first armful of girder construction 213
Property and fastness.First armful of girder construction 213 includes the first rod piece and the second rod piece and connection arranged on 13 both sides of structural beams
First rod piece and the second rod piece and arranged on the bottom plate of 13 bottom of structural beams, bottom plate is sticked in the bottom of structural beams 13, and end with
First rod piece and the second rod piece are fixedly connected, and the end of the first rod piece and the second rod piece through the end of corresponding bottom plate and screws togather
Nut is fastenedly connected.The top of first rod piece and the second rod piece is fastenedly connected through structure floor 11 and with the first supporting beam 212,
Preferably first supporting beam 212 includes the first component being oppositely arranged and second component and connection first component and the second structure
Multiple connecting plates of part, first component and second component can be channel steel, the mutually remote setting of the notches of two channel steels.Setting
During first armful of girder construction 213, the top of the first rod piece and the second rod piece is fastenedly connected through corresponding connecting plate and with connecting plate,
The part of first rod piece and the second rod piece through connecting plate is fastenedly connected by screwing togather nut.By the first rod piece and the second rod piece end
The nut of connection screws togather fastening to direction close to each other, so that the first supporting beam, upper strata floor 11 and structural beams 13 are clamped,
Realize clamping connection.
Further, for connection creeping formwork frame body 14 is installed with the first connecting pin 211 of the first attachment beam 214
Three wall-attaching bases 27, so that attached wall guide rail 141 can be attached in the 3rd wall-attaching base 27 by creeping formwork frame body 14 when climbing.Compared with
Goodly, the first attachment beam 214 includes notch backwards to the first channel steel and the second channel steel that set, is stayed between the first channel steel and the second channel steel
Equipped with certain spacing, the top of the first channel steel and the second channel steel is fixedly connected with the end of the first supporting beam 212.Preferably use
It is welded and fixed connection.The bottom of first channel steel and the second channel steel is fixedly connected with the 3rd wall-attaching base 27.
It is preferred that the first wall-attaching base 24, the second wall-attaching base 25 are identical with the structure of the 3rd wall-attaching base 27, with reference to Fig. 3 to Fig. 4
It is shown, illustrated by taking the second wall-attaching base 25 as an example.Second wall-attaching base 25 includes installing plate, offers installation on a mounting board
Hole.And then the contiguous block being adapted with the attached wall part 142 on attached wall guide rail 141 is installed on a mounting board, contiguous block is passed through into peace
Fill hole fastening on a mounting board, the trapezoidal shape in section of the contiguous block.
To improve the bonding strength of the first supporting beam 212, the end in the first supporting beam 212 in upper floor plate 11
Place is connected with the first fixed plate 2121, which is anchored on upper strata floor 11, split bolt by split bolt
Through the first fixed plate 2121 and upper strata floor 11, and both ends are screwed together clamp nut, by tightening nut and then folder
Tight first fixed plate 2121 and upper strata floor 11.
Yet further, the top surface that part protrudes out the first supporting beam 212 is arranged at the top of the first attachment beam 214, convex at this
The part of stretching and the junction of the first supporting beam 212 are installed with ribbed stiffener 215, and the first attachment is improved by ribbed stiffener 215
The bonding strength of 214 and first supporting beam 212 of beam.The ribbed stiffener 215 includes the first plate for being installed in 212 top surface of the first supporting beam
Body, perpendicular to the first plate body and be fixedly arranged on the second plate body and the first plate body of vertical connection and on 214 surface of the first attachment beam
The set square of two plate bodys, set square is two, arranged on two sides of the first plate body and the second plate body.It is preferred that ribbed stiffener and
Used between one attachment beam, the first supporting beam and be welded and fixed connection.
As shown in Figure 1, the second attachment assembly 22 in the utility model includes being fixedly arranged on the second support of lower floor's floor 12
Beam 222, second armful of girder construction 223 for being fixedly connected on the second supporting beam 222 and it is perpendicularly fixed at 222 end of the second supporting beam
And it is resisted against the second attachment beam 224 of the outer side of lower floor's floor 12, one end and the lower floor's floor 12 of the second supporting beam 222
Outer side is concordantly set, and second armful of girder construction 223 passes through lower floor's floor 12 and encircle and be anchored under lower floor's floor 12
Structural beams 13, the second 224 part of attachment beam protrude out the lower section of lower floor's floor 12 and form second connection end 221 in end.The
The concrete structure of two attachment assemblies 22 is identical with the concrete structure of the first attachment assembly 21, and simply the second attachment assembly 22 is fixedly arranged on
On lower floor's floor 12, and the first attachment assembly 21 is installed on upper strata floor 11, and the structure of the second supporting beam 222 can be found in first
The structure description of supporting beam 211, the structure of second armful of girder construction 223 can be found in the structure description of first armful of girder construction 213, and second
The structure of attachment beam 224 can be found in the structure description of the first attachment beam 214.
End in the second supporting beam 222 in lower floor plate 12 is connected with the second fixed plate 2221, and second is solid
Fixed board 2221 is anchored on lower floor's floor 12 by split bolt.
As a better embodiment of the utility model, as shown in Figure 3 and Figure 4, the both ends of constructional column 23 are installed with
A pair of of grip block 231, it is simultaneously tight to be held on corresponding first connecting pin, 211 and second attachment assembly 21 by a pair of of grip block 231
It is solidly connected, so as to fulfill the connection of 23 and first connecting pin 211 of constructional column and the second attachment assembly 21.It is preferred that constructional column 23
Including the channel steel 232 and channel steel 233 being oppositely arranged, the notches of two channel steels is away from each other setting, and between leave certain spacing,
Connected and fixed by attaching plate elements between channel steel 232 and channel steel 233, fixed clamp plate 231 is plugged in channel steel 232, will be clamped
Plate 231 be sticked channel steel 232 slot bottom and be welded and fixed, two in channel steel 232 and channel steel 233 grip block 231 is oppositely arranged,
Between form certain spacing, when connecting the first connecting pin 211, first attachment beam 214 include the first channel steel and the second channel steel,
Two grip blocks are inserted into corresponding first channel steel and the second channel steel and are welded and fixed with trough floor, are achieved that fastening connects
Connect.The second attachment beam 224 also includes two channel steels, and the top of the second attachment beam 224 has part to protrude out the second supporting beam 222
Top surface, a pair of of grip block 231 is inserted into the part that this protrudes out and is welded and fixed with trough floor.
It is preferred that multiple units of the constructional column 23 for mutually splicing connection, so that the length of constructional column 23 can basis
Actual use is needed to determine, also can realize that splicing connects by the grip block arranged on unit end between two neighboring unit
Connect.
141 top of attached wall guide rail of creeping formwork frame body 14 is fixedly connected by an attached wall part 142 with the first wall-attaching base 24, lower part
It is fixedly connected by another attached wall part 142 with the second wall-attaching base 25.Huge column is provided with the outer side of floor, on creeping formwork frame body 13
There is part attached wall guide rail to be attached on huge column, the first wall-attaching base 24, the second wall-attaching base 25 and the 3rd on attaching structure 20 are attached
Corresponding with huge column the attachment point of wall base 27 height so that, so that by attaching structure 20 at floor, floor interlayer be huge
The creeping formwork frame body 13 of column provides multiple attachment points, strengthens being attached to the stability of the monolithic creeping formwork frame body of huge column, ensures construction
Safety.When creeping formwork frame body 14 is climbed, the connection of attached wall part and wall-attaching base on attached wall guide rail 141 is released, is then carried upwards
Attached wall guide rail is risen, then attached wall guide rail is connected with corresponding wall-attaching base and is fixed.
The utility model is described in detail above in association with attached drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality
New restriction, the utility model will be used as the scope of protection of the utility model using the scope that the appended claims define.
Claims (10)
1. a kind of nonstandard interlayer is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that including：
The first attachment assembly of upper strata floor is buckled in, first attachment assembly, which is equipped with, is attached at the outer of the upper strata floor
Side and the first connecting pin for protruding out setting downwards；
Be buckled in lower floor's floor and with corresponding second attachment assembly of first attachment assembly, second attachment assembly
It is equipped with the outer side for being attached at lower floor's floor and protrudes out the second connection end of setting downwards；
Support is connected to the constructional column between first connecting pin and second attachment assembly；
It is fixedly arranged on the second connection end, the first wall-attaching base for connecting creeping formwork frame body；And
It is fixedly arranged on the constructional column, the second wall-attaching base for connecting creeping formwork frame body.
2. nonstandard interlayer as claimed in claim 1 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that further includes tiltedly
To support be connected to part on the inner side and second attachment assembly of the constructional column on lower floor's floor it
Between supporting item.
3. nonstandard interlayer as claimed in claim 2 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that the support
Part is two, and parallel setting.
4. nonstandard interlayer as claimed in claim 1 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that described first
Attachment assembly includes being fixedly arranged on the first supporting beam of the upper strata floor, being fixedly connected on first armful of beam of first supporting beam
Structure and be perpendicularly fixed at first support beam end and be resisted against the outer side of the upper strata floor first attachment beam,
The one end of first supporting beam is concordant with the outer side of the upper strata floor to be set, and first armful of girder construction is described in
Upper strata floor simultaneously encircles the structural beams being anchored under the upper strata floor, and the first attachment beam portion point protrudes out described
The lower section of upper strata floor simultaneously forms first connecting pin in end.
5. nonstandard interlayer as claimed in claim 4 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that described first
The 3rd wall-attaching base for connecting the creeping formwork frame body is installed with connecting pin.
6. nonstandard interlayer as claimed in claim 4 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that described first
End in supporting beam in upper floor plate is connected with the first fixed plate, and first fixed plate is fastened by split bolt
In the upper strata floor.
7. nonstandard interlayer as claimed in claim 1 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that described second
Attachment assembly includes being fixedly arranged on the second supporting beam of lower floor's floor, being fixedly connected on second armful of beam of second supporting beam
Structure and be perpendicularly fixed at second support beam end and be resisted against the outer side of lower floor's floor second attachment beam,
The one end of second supporting beam is concordant with the outer side of lower floor's floor to be set, and second armful of girder construction is described in
Lower floor's floor simultaneously encircles the structural beams being anchored under lower floor's floor, and the second attachment beam portion point protrudes out described
The lower section of lower floor's floor simultaneously forms the second connection end in end.
8. nonstandard interlayer as claimed in claim 7 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that described second
End in supporting beam in lower floor plate is connected with the second fixed plate, and second fixed plate is fastened by split bolt
In lower floor's floor.
9. nonstandard interlayer as claimed in claim 1 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that the construction
The both ends of column are installed with a pair of of grip block, by a pair of of grip block be held on corresponding first connecting pin and
Second attachment assembly is simultaneously fastenedly connected, so as to fulfill the constructional column and first connecting pin and the second attachment group
The connection of part.
10. nonstandard interlayer as claimed in claim 1 is used for the attaching structure that climbs of creeping formwork frame body, it is characterised in that described to climb
The attached wall guide upper of mould bases body is fixedly connected by an attached wall part with first wall-attaching base, lower part by another attached wall part with
Second wall-attaching base is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106783.7U CN207277828U (en) | 2017-08-31 | 2017-08-31 | Nonstandard interlayer is used for the attaching structure that climbs of creeping formwork frame body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106783.7U CN207277828U (en) | 2017-08-31 | 2017-08-31 | Nonstandard interlayer is used for the attaching structure that climbs of creeping formwork frame body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277828U true CN207277828U (en) | 2018-04-27 |
Family
ID=61989427
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721106783.7U Expired - Fee Related CN207277828U (en) | 2017-08-31 | 2017-08-31 | Nonstandard interlayer is used for the attaching structure that climbs of creeping formwork frame body |
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| Country | Link |
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| CN (1) | CN207277828U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025259A (en) * | 2018-09-19 | 2018-12-18 | 中建三局第二建设工程有限责任公司 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
| CN109356379A (en) * | 2018-11-21 | 2019-02-19 | 北京市建筑工程研究院有限责任公司 | A kind of rail brackets of jumping formwork |
| CN110552499A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN112177320A (en) * | 2020-09-28 | 2021-01-05 | 厦门安科科技有限公司 | Attachment structure for creeping formwork frame body |
| CN113216591A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Climbing formwork climbing auxiliary steel structure and construction method thereof |
-
2017
- 2017-08-31 CN CN201721106783.7U patent/CN207277828U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025259A (en) * | 2018-09-19 | 2018-12-18 | 中建三局第二建设工程有限责任公司 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
| CN109356379A (en) * | 2018-11-21 | 2019-02-19 | 北京市建筑工程研究院有限责任公司 | A kind of rail brackets of jumping formwork |
| CN110552499A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN112177320A (en) * | 2020-09-28 | 2021-01-05 | 厦门安科科技有限公司 | Attachment structure for creeping formwork frame body |
| CN113216591A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Climbing formwork climbing auxiliary steel structure and construction method thereof |
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