CN206625550U - A kind of gang form for Core Walls Structure of constructing - Google Patents
A kind of gang form for Core Walls Structure of constructing Download PDFInfo
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- CN206625550U CN206625550U CN201720348554.XU CN201720348554U CN206625550U CN 206625550 U CN206625550 U CN 206625550U CN 201720348554 U CN201720348554 U CN 201720348554U CN 206625550 U CN206625550 U CN 206625550U
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 201
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 194
- 238000007598 dipping method Methods 0.000 claims abstract description 188
- 230000001808 coupling Effects 0.000 claims abstract description 90
- 238000010168 coupling process Methods 0.000 claims abstract description 90
- 238000005859 coupling reaction Methods 0.000 claims abstract description 90
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 53
- 239000010959 steel Substances 0.000 claims abstract description 53
- 238000000465 moulding Methods 0.000 claims abstract description 41
- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 16
- 238000004080 punching Methods 0.000 claims abstract description 14
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims description 13
- 239000004411 aluminium Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 210000000282 Nails Anatomy 0.000 description 3
- 210000000614 Ribs Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 230000002493 climbing Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 101710031899 moon Proteins 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Abstract
A kind of gang form for Core Walls Structure of constructing, including Core Walls Structure wall form system and Core Walls Structure coupling beam template system, Core Walls Structure wall form system and Core Walls Structure coupling beam template system form by large steel moulding plate and aluminum alloy pattern plate, large steel moulding plate includes the big punching block of wall, channel-section steel back cord and double flute steel, and channel-section steel back cord is longitudinally folded between the big punching block of wall and double flute steel；Aluminum alloy pattern plate includes interior wall aluminum dipping form, inner end wall aluminum dipping form, beam bottom aluminum dipping form, coupling beam side aluminum dipping form, coupling beam plate bottom aluminum dipping form, external corner aluminum dipping form and interior angle aluminum dipping form；Interior wall aluminum dipping form, coupling beam side aluminum dipping form and coupling beam plate bottom aluminum dipping form are put together by rectangular aluminum form unit, aluminum dipping form unit includes aluminum dipping form panel and the rectangular support frame being located on aluminum dipping form panel, rectangular support inframe supports provided with groined type, and adjacent rectangle aluminum dipping form unit, which is bolted, fixes rectangular aluminum form unit.The utility model has the characteristics that safety, is applicable, and has popularization and practical value well, good economic benefit can be produced after extensive popularization and application.
Description
Technical field
The field that Super High punching block is used cooperatively with aluminum dipping form is the utility model is related to, more particularly to a kind of construction Core Walls Structure is used
Gang form.
Background technology
In recent years, high-rise building is continuously increased, and while engineering quality and construction speed is ensured, Super High is constructed
Field work safe, fire protection, green it is also proposed higher requirement.Super High Core Walls Structure climbs punching block and interior branch aluminium
Die combination formwork system is safe and reliable, green energy conservation, while quality is high, progress is fast, and there is significant social benefit and economy to imitate
Benefit, it is one of reasonable selection of Super High core wall structure template system.
Utility model content
The purpose of this utility model is to provide a kind of gang form for Core Walls Structure of constructing, and to solve core in the prior art
The technical problem of cylinder horizontally and vertically structure synchronization constructional difficulties；And it is slow to solve prior art speed of application, influences construction speed
Technical problem.
To achieve the above object, the utility model adopts the following technical scheme that：
A kind of gang form for Core Walls Structure of constructing, including Core Walls Structure wall form system and Core Walls Structure coupling beam template body
System, it is characterised in that：The Core Walls Structure wall form system and Core Walls Structure coupling beam template system are by large steel moulding plate and aluminum alloy pattern plate
Composition, the large steel moulding plate include the big punching block of wall, channel-section steel back cord and double flute steel, and the channel-section steel back cord is longitudinally folded in the big punching block of wall
Between double flute steel；The aluminum alloy pattern plate includes interior wall aluminum dipping form, inner end wall aluminum dipping form, beam bottom aluminum dipping form, coupling beam side aluminum dipping form, coupling beam plate bottom aluminium
Mould, external corner aluminum dipping form and interior angle aluminum dipping form；
The interior wall aluminum dipping form, coupling beam side aluminum dipping form and coupling beam plate bottom aluminum dipping form are put together by rectangular aluminum form unit, the aluminium
Form unit includes aluminum dipping form panel and the rectangular support frame being located on aluminum dipping form panel, and the rectangular support inframe is provided with groined type branch
Support, adjacent rectangle aluminum dipping form unit is bolted, the bolt through adjacent rectangle carriage bolt hole by rectangle aluminum dipping form
Unit is fixed；
The inner end wall aluminum dipping form is identical with beam bottom aluminum dipping form structure, and section is U-shaped, including rectangular supporting board and parallel fixation
Vertical supporting in rectangular supporting board both sides；
The external corner aluminum dipping form section is L-type；
The interior angle aluminum dipping form is made up of the first vertical part, the second vertical part, the first transverse part and the second transverse part, first transverse part and
Second transverse part is vertically fixed on the homonymy of the first vertical part, and second vertical part is vertically fixed on the first transverse part away from the first vertical part
End, second vertical part and the first vertical part homonymy；
The large steel moulding plate, interior wall aluminum dipping form, external corner aluminum dipping form and inner end wall aluminum dipping form composition Core Walls Structure wall form system, it is described
Large steel moulding plate and interior wall aluminum dipping form are separately fixed at the outside and inner side of wall, and are fixed by split bolt, the inner end wall aluminium
Mould is fixed on wall front end face and/or rear end face, and the inner end wall aluminum dipping form is fixed by connecting pin and large steel moulding plate, described interior
Wall end aluminum dipping form and interior wall aluminum dipping form are fixed by external corner aluminum dipping form, and the external corner aluminum dipping form and inner end wall aluminum dipping form pass through company with interior wall aluminum dipping form
Pin nail is fixed；
The large steel moulding plate, beam bottom aluminum dipping form, coupling beam side aluminum dipping form, coupling beam plate bottom aluminum dipping form, external corner aluminum dipping form and interior angle aluminum dipping form composition
Core Walls Structure coupling beam template system, the Core Walls Structure coupling beam are the coupling beam that section is U-shaped, and the large steel moulding plate is fixed on the outer of coupling beam
Side, coupling beam side aluminum dipping form are fixed on the inner side of coupling beam vertical part, and coupling beam side aluminum dipping form and large steel moulding plate are consolidated by split bolt
Fixed, beam bottom aluminum dipping form is fixed on the bottom of coupling beam vertical part, and the interior angle aluminum dipping form is fixed on the external corner part on the inside of coupling beam vertical part,
The coupling beam plate bottom aluminum dipping form is fixed on the bottom of coupling beam transverse part, and the interior angle aluminum dipping form is fixed on the moon that coupling beam transverse part is connected with vertical part
Angular position.
It is further preferred that the coupling beam plate bottom aluminum dipping form bottom is provided with aluminum dipping form early dismantling head, the aluminum dipping form early dismantling head bottom is set
There is a tool bracing bar, in aluminum dipping form early dismantling head bottom, lower end is supported on have been poured the tool bracing bar upper support
Into coupling beam or concrete slab on.
Further, the connecting pin includes pin and selling sheet.
In addition, the split bolt is equipped with channel-section steel back rib with large steel moulding plate and aluminum alloy pattern plate connection end.
It is further preferred that the double flute steel is vertically fixed on the outside of channel-section steel back cord.
The utility model has the characteristics that and beneficial effect compared with prior art：
This template system is connected to form fire-fighting life-saving channel without lower extension cat ladder with hysteresis level structure in Core Walls Structure, reduces
Security against fire hidden danger, has been also convenient for operating personnel's safe passing.The system need not take tower crane, the big punching block hydraulic climbing formwork of wall
From lifting, aluminum dipping form is had bad luck by manually in bulk, reduces the dependence to large-scale tower crane.Horizontal structure can be in Super High Core Walls Structure cylinder
Core wall structure construction provides material platform, alleviates the load of climb formwork platform, had both facilitated construction, in turn ensures that the peace of creeping formwork
Quan Xing.Aluminum dipping form is relative to plank sheathing, although material value of leass is much higher, can the number of turnover up to up to a hundred time, the rate of recovery
Nearly 100%, stress performance is good, and standardization level is high, revolving good, therefore input quantity of material can reduce about 70%, and can subtract
The when young management of type accessory, and because dosage is few, in light weight, operating personnel can more easily be assembled.Take the expense of tearing open, fortune
Defeated expense, rental charge, maintenance expense all can be saved correspondingly.
The utility model has the characteristics that safety, is applicable, and has popularization and practical value well, after extensive popularization and application
Good economic benefit can be produced.
Brief description of the drawings
The inner end wall aluminum dipping form and the connection diagram of large steel moulding plate that Fig. 1 the utility model is related to；
Fig. 2 is the enlarged drawing in Figure 1A portions；
Fig. 3 is the attachment structure schematic diagram of the utility model large steel moulding plate and coupling beam side aluminum dipping form or interior wall aluminum dipping form；
The attachment structure schematic diagram of Fig. 4 large steel moulding plates and split bolt；
Fig. 5 is the structural representation for the coupling beam template system that the utility model is related to；
Fig. 6 is the structural representation of the specific embodiment for the pin that the utility model is related to；
Fig. 7 is the structural representation of the specific embodiment for the selling sheet that the utility model is related to.
Reference：The big punching block of 1- walls；2- channel-section steel back cords；3- double flute steel；4- interior wall aluminum dipping forms；5- beams bottom aluminum dipping form；6- coupling beams
Side aluminum dipping form；7- coupling beam plates bottom aluminum dipping form；8- external corner aluminum dipping forms；9- interior angle aluminum dipping forms；10- inner end wall aluminum dipping forms；11- walls；12- connecting pins
Nail；121- pins；122- selling sheets；13- horizontal support bars；14- coupling beams；15- tool bracing bars；16- aluminum dipping form early dismantling heads;17-
Split bolt；18- channel-section steel back ribs.
Embodiment
Technological means, character of innovation, reached purpose and effect to realize the utility model are easy to understand, below
The utility model is further illustrated.
The embodiment recorded herein is specific embodiment of the present utility model, of the present utility model for illustrating
Design, is explanatory and exemplary, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be based on the application claims and specification institute is public
The content opened includes doing using the embodiment to recording herein using obvious other technical schemes, these technical schemes
Go out the technical scheme of any obvious substitutions and modifications.
A kind of gang form for Core Walls Structure of constructing, including Core Walls Structure wall form system as illustrated in fig. 1 and 2 and such as figure
Core Walls Structure coupling beam template system shown in 5, Core Walls Structure wall form system and Core Walls Structure coupling beam template system are by large steel moulding plate
Formed with aluminum alloy pattern plate, large steel moulding plate includes the big punching block 1 of wall, channel-section steel back cord 2 and double flute steel 3, and it is big that the longitudinal direction of channel-section steel back cord 2 is folded in wall
Between punching block 1 and double flute steel 3, as shown in figure 3, split bolt 17 is equipped with channel-section steel back rib with large steel moulding plate and aluminum alloy pattern plate connection end
18.Aluminum alloy pattern plate includes interior wall aluminum dipping form 4, inner end wall aluminum dipping form 10, beam bottom aluminum dipping form 5, coupling beam side aluminum dipping form 6, coupling beam plate bottom aluminum dipping form 7, external corner
Aluminum dipping form 8 and interior angle aluminum dipping form 9；
Interior wall aluminum dipping form 4, coupling beam side aluminum dipping form 6 and coupling beam plate bottom aluminum dipping form 7 are put together by rectangular aluminum form unit, aluminum dipping form unit
Including aluminum dipping form panel and the rectangular support frame being located on aluminum dipping form panel, rectangular support inframe supports provided with groined type, adjacent rectangle
Aluminum dipping form unit is bolted, and the bolt hole of bolt through adjacent rectangle carriage fixes rectangular aluminum form unit；
Inner end wall aluminum dipping form 10 is identical with beam bottom 5 structures of aluminum dipping form, and section is U-shaped, including rectangular supporting board and parallel fixation
Vertical supporting in rectangular supporting board both sides；
The section of external corner aluminum dipping form 8 is L-type；
Interior angle aluminum dipping form 9 is made up of the first vertical part, the second vertical part, the first transverse part and the second transverse part, the first transverse part and the second horizontal stroke
Portion is vertically fixed on the homonymy of the first vertical part, and the second vertical part is vertically fixed on end of first transverse part away from the first vertical part, and second
Vertical part and the first vertical part homonymy；
Large steel moulding plate, interior wall aluminum dipping form 4, external corner aluminum dipping form 8 and inner end wall aluminum dipping form 10 form Core Walls Structure wall as illustrated in fig. 1 and 2
Body template system, large steel moulding plate and interior wall aluminum dipping form 4 as shown in Figure 3 are separately fixed at the outside and inner side of wall 11, and by right
Bolt 17 is drawn to fix, as shown in figure 4, double flute steel 3 is vertically fixed on the outside of the channel-section steel back cord 2 of large steel moulding plate.Inner end wall aluminum dipping form
10 are fixed on the front end face of wall 11 and/or rear end face, and inner end wall aluminum dipping form 10 is fixed by connecting pin 12 with large steel moulding plate, interior wall
End aluminum dipping form 10 and interior wall aluminum dipping form 4 are fixed by external corner aluminum dipping form 8, and external corner aluminum dipping form 8 passes through with inner end wall aluminum dipping form 10 and interior wall aluminum dipping form 4
Connecting pin 12 is fixed；
Large steel moulding plate, beam bottom aluminum dipping form 5, coupling beam side aluminum dipping form 6, coupling beam plate bottom aluminum dipping form 7, external corner aluminum dipping form 8 and interior angle aluminum dipping form 9 form
Core Walls Structure coupling beam template system, Core Walls Structure coupling beam are the coupling beam 14 that section is U-shaped, and large steel moulding plate is fixed on the outside of coupling beam 14,
Coupling beam side aluminum dipping form 6 is fixed on the inner side of the vertical part of coupling beam 14, and coupling beam side aluminum dipping form 6 and large steel moulding plate are fixed by split bolt 17, beam
Bottom aluminum dipping form 5 is fixed on the bottom of the vertical part of coupling beam 14, and interior angle aluminum dipping form 9 is fixed on the external corner part on the inside of the vertical part of coupling beam 14, coupling beam plate
Bottom aluminum dipping form 7 is fixed on the bottom of the transverse part of coupling beam 14, and interior angle aluminum dipping form 9 is fixed on the internal corner part that the transverse part of coupling beam 14 is connected with vertical part.
The bottom of coupling beam plate bottom aluminum dipping form 7 is provided with aluminum dipping form early dismantling head 16, and the bottom of aluminum dipping form early dismantling head 16 is provided with tool bracing bar 15, tool-type branch
In the bottom of aluminum dipping form early dismantling head 16, lower end is supported in the coupling beam or concrete slab for having poured completion the upper support of strut 15.Even
Pin nail 12 includes pin 121 as shown in Figure 6 and selling sheet 122 as shown in Figure 7.
A kind of construction method of the gang form for Core Walls Structure of constructing, it is characterised in that including following two parts,
Part I：Construction Core Walls Structure wall form system, comprises the following steps,
Step 1：Large steel moulding plate is installed：Large steel moulding plate is lifted to construction part, split bolt is installed in large steel moulding plate
17；
Step 2：The rear and front end face aluminum dipping form of wall 11 is installed：Inner end wall aluminum dipping form 10 is passed through into connecting pin 12 and big punching block
Plate is fixed；
Step 3：Interior wall aluminum dipping form 4 is installed：In the offside installation interior wall aluminum dipping form 4 of large steel moulding plate, interior wall aluminum dipping form 4 passes through external corner
Aluminum dipping form 8 is fixed with inner end wall aluminum dipping form 10, and external corner aluminum dipping form 8 and interior wall aluminum dipping form 4 are fixed with inner end wall aluminum dipping form 10 with connecting pin 12；
Step 4：Template actual measurement correction：Adjustable diagonal bracing, adjustable diagonal bracing length are installed on large steel moulding plate and interior wall aluminum dipping form 4
Spacing answers≤2400mm, and adjustable diagonal bracing length is highly adapted with wall 11, and the installation to above-mentioned template is surveyed, correction,
Until meeting the requirements, so far Core Walls Structure wall form system construction is completed.
Part II：Construction Core Walls Structure coupling beam template system, comprises the following steps：
Step 1：Large steel moulding plate is installed：Large steel moulding plate is lifted to construction part, split bolt is installed in large steel moulding plate
17；
Step 2：Coupling beam plate bottom aluminum dipping form 7 is installed：Instrument is set in the coupling beam or concrete slab for poured completion first
Formula support bar 15, the top of tool bracing bar 15 installation aluminum dipping form early dismantling head 16, lays coupling beam plate bottom aluminium on aluminum dipping form early dismantling head 16
Mould 7；The middle part of tool bracing bar 15 is provided with 2-5 roads horizontal support bar 13, tool bracing bar 15 and aluminum dipping form early dismantling head
Adjustable footstock, adjustable footstock 370mm-670mm are provided between 16；
Step 3：Mounting rail bottom aluminum dipping form 5：Beam is laid after installing beam bottom mother plate vertical rod in the both sides for pouring the position of coupling beam 14 in advance
Bottom aluminum dipping form 5, adjust beam bottom aluminum dipping form 5 with adjustable footstock, treat that vertical rod is vertical, external corner aluminum dipping form 8 is installed after non-loosening, external corner aluminum dipping form 8 with
Beam bottom aluminum dipping form 5 is fixed with connecting pin 12；
Step 4：Coupling beam side aluminum dipping form 6 is installed：The coupling beam side aluminum dipping form 6 of coupling beam 14 both sides is installed respectively, coupling beam side aluminum dipping form 6 with
Large steel moulding plate is fixed by split bolt 17；
Step 5：Interior angle aluminum dipping form 9 is installed：The internal corner part installation interior angle aluminum dipping form 9 of coupling beam 14, interior angle aluminum dipping form 9 and coupling beam plate
Bottom aluminum dipping form 7 and coupling beam side aluminum dipping form 6 are fixed by connecting pin 12；
Step 6：Template actual measurement correction：Installation to above-mentioned template is surveyed, correction, until meet the requirements, so far core
The construction of heart cylinder coupling beam template system is completed.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (5)
1. a kind of gang form for Core Walls Structure of constructing, including Core Walls Structure wall form system and Core Walls Structure coupling beam template system,
It is characterized in that：The Core Walls Structure wall form system and Core Walls Structure coupling beam template system are by large steel moulding plate and aluminum alloy pattern plate group
Into the large steel moulding plate includes the big punching block of wall（1）, channel-section steel back cord（2）With double flute steel（3）, the channel-section steel back cord（2）Longitudinal sandwiched
In the big punching block of wall（1）With double flute steel（3）Between；The aluminum alloy pattern plate includes interior wall aluminum dipping form（4）, inner end wall aluminum dipping form（10）, beam bottom aluminium
Mould（5）, coupling beam side aluminum dipping form（6）, coupling beam plate bottom aluminum dipping form（7）, external corner aluminum dipping form（8）With interior angle aluminum dipping form（9）；
The interior wall aluminum dipping form（4）, coupling beam side aluminum dipping form（6）With coupling beam plate bottom aluminum dipping form（7）It is put together by rectangular aluminum form unit, institute
Stating aluminum dipping form unit includes aluminum dipping form panel and the rectangular support frame being located on aluminum dipping form panel, and the rectangular support inframe is provided with groined type
Support, adjacent rectangle aluminum dipping form unit is bolted, the bolt through adjacent rectangle carriage bolt hole by rectangular aluminum
Form unit is fixed；
The inner end wall aluminum dipping form（10）With beam bottom aluminum dipping form（5）Structure is identical, and section is U-shaped, including rectangular supporting board with it is parallel
It is fixed on the vertical supporting of rectangular supporting board both sides；
The external corner aluminum dipping form（8）Section is L-type；
The interior angle aluminum dipping form（9）Be made up of the first vertical part, the second vertical part, the first transverse part and the second transverse part, first transverse part and
Second transverse part is vertically fixed on the homonymy of the first vertical part, and second vertical part is vertically fixed on the first transverse part away from the first vertical part
End, second vertical part and the first vertical part homonymy；
The large steel moulding plate, interior wall aluminum dipping form（4）, external corner aluminum dipping form（8）With inner end wall aluminum dipping form（10）Form Core Walls Structure wall form body
System, large steel moulding plate and the interior wall aluminum dipping form（4）It is separately fixed at wall（11）Outside and inner side, and pass through split bolt（17）
It is fixed, the inner end wall aluminum dipping form（10）It is fixed on wall（11）Front end face and/or rear end face, the inner end wall aluminum dipping form（10）Pass through
Connecting pin（12）Fixed with large steel moulding plate, the inner end wall aluminum dipping form（10）With interior wall aluminum dipping form（4）Pass through external corner aluminum dipping form（8）Gu
It is fixed, the external corner aluminum dipping form（8）With inner end wall aluminum dipping form（10）With interior wall aluminum dipping form（4）Pass through connecting pin（12）It is fixed；
The large steel moulding plate, beam bottom aluminum dipping form（5）, coupling beam side aluminum dipping form（6）, coupling beam plate bottom aluminum dipping form（7）, external corner aluminum dipping form（8）And interior angle
Aluminum dipping form（9）Core Walls Structure coupling beam template system is formed, the Core Walls Structure coupling beam is the coupling beam that section is U-shaped（14）, the big punching block
Plate is fixed on coupling beam（14）Outside, coupling beam side aluminum dipping form（6）It is fixed on coupling beam（14）The inner side of vertical part, coupling beam side aluminium
Mould（6）Pass through split bolt with large steel moulding plate（17）It is fixed, beam bottom aluminum dipping form（5）It is fixed on coupling beam（14）The bottom of vertical part,
The interior angle aluminum dipping form（9）It is fixed on coupling beam（14）External corner part on the inside of vertical part, the coupling beam plate bottom aluminum dipping form（7）It is fixed on coupling beam
（14）The bottom of transverse part, the interior angle aluminum dipping form（9）It is fixed on coupling beam（14）The internal corner part that transverse part is connected with vertical part.
A kind of 2. gang form of Core Walls Structure of constructing as claimed in claim 1, it is characterised in that：The coupling beam plate bottom aluminum dipping form
（7）Bottom is provided with aluminum dipping form early dismantling head（16）, the aluminum dipping form early dismantling head（16）Bottom is provided with tool bracing bar（15）, the instrument
Formula support bar（15）Upper support is in aluminum dipping form early dismantling head（16）Bottom, lower end are supported on the coupling beam or concrete for having poured completion
On plate.
A kind of 3. gang form of Core Walls Structure of constructing as claimed in claim 1, it is characterised in that：The connecting pin（12）
Including pin（121）And selling sheet（122）.
A kind of 4. gang form of Core Walls Structure of constructing as claimed in claim 1, it is characterised in that：The split bolt（17）
Channel-section steel back rib is equipped with large steel moulding plate and aluminum alloy pattern plate connection end（18）.
A kind of 5. gang form of construction Core Walls Structure as described in claim 1-4 any one, it is characterised in that：It is described double
Channel-section steel（3）Vertically it is fixed on channel-section steel back cord（2）Outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720348554.XU CN206625550U (en) | 2017-04-05 | 2017-04-05 | A kind of gang form for Core Walls Structure of constructing |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720348554.XU CN206625550U (en) | 2017-04-05 | 2017-04-05 | A kind of gang form for Core Walls Structure of constructing |
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| Publication Number | Publication Date |
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| CN206625550U true CN206625550U (en) | 2017-11-10 |
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ID=60206576
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939697A (en) * | 2017-04-05 | 2017-07-11 | 中建局集团第三建筑有限公司 | A kind of gang form and its construction method of Core Walls Structure of constructing |
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2017
- 2017-04-05 CN CN201720348554.XU patent/CN206625550U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939697A (en) * | 2017-04-05 | 2017-07-11 | 中建局集团第三建筑有限公司 | A kind of gang form and its construction method of Core Walls Structure of constructing |
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