CN108412199A - A kind of shear wall formwork support device - Google Patents
A kind of shear wall formwork support device Download PDFInfo
- Publication number
- CN108412199A CN108412199A CN201810191446.5A CN201810191446A CN108412199A CN 108412199 A CN108412199 A CN 108412199A CN 201810191446 A CN201810191446 A CN 201810191446A CN 108412199 A CN108412199 A CN 108412199A
- Authority
- CN
- China
- Prior art keywords
- reinforced section
- connector
- support device
- sides
- formwork support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 16
- 125000006850 spacer group Chemical group 0.000 claims description 5
- 208000020442 loss of weight Diseases 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 3
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to architecture construction facilities, a kind of shear wall formwork support device is provided, include the template positioned at wall both sides to be cast and the several groups supporting rack that is arranged laterally outside along template, supporting rack includes joining end to end to form the reinforced section of linear type frame along wall length direction, internal corner connector for connecting both ends reinforced section at inner corner trim, external corner connecting piece for connecting both ends reinforced section at external corner, end face connector for fixing both sides reinforced section in wall endface, parts of the present invention are few, connection structure is simply clear, it can be assembled according to actual needs without complex component construction personnel, it is fixed reliable, inner corner trim and external corner installation difference are apparent, it can rapid construction without carrying out complicated training to personnel.
Description
Technical field
The present invention relates to architecture construction facilities, and in particular to a kind of shear wall formwork support device.
Background technology
The prior art in cast rectangular concrete column or shear wall, will usually increase on the outside of template flitch, so
It recycles afterwards and clamps cast template across flitch and the bolt of template；In order to ensure that cast template is vertical, and also to anti-
Quick-fried mould when only pouring into a mould, will usually be arranged the holder built by steel pipe and fastener association to support on the outside of template,
And construction personnel needs the connector, cross bar, fixing piece of using various sizes length when specifically used each structural member is built
Deng especially building corner location, various types of corner connectors are easy to use with, need consumption a large amount of in actual use
Time training instruction.The number and versatility of structural member type directly affect the process of installing and dismounting.
Invention content
The present invention is to solve more, the cumbersome for installation defect of prior art construction part type, and it is few to provide a kind of structural member type,
Versatile, time saving shear wall formwork support device is installed in reduction repeatedly.
The present invention is using following technical scheme realization, a kind of shear wall formwork support device, including is located at wall to be cast
The template of both sides and the several groups supporting rack being arranged laterally outside along template, support frame as described above include first along wall length direction
Tail is connected to form the reinforced section of linear type frame, the internal corner connector for connecting both ends reinforced section at inner corner trim, is used for
The external corner connecting piece of both ends reinforced section is connected at external corner, is connected for fixing the end face of both sides reinforced section in wall endface
Fitting, wherein the reinforced section is medial surface and the fixed plate profile structure of template contacts, and one end of reinforced section is equipped with rectangle
Connecting cavity, the other side are equipped with the connector being adapted with the connecting cavity, if vertically side is run through and is equipped with for connector and connecting cavity
The dry limiting slot for being caught in spacer pin；The interior lateral surface perforation setting card slot of reinforced section, card slot are laterally arranged along reinforced section；
The internal corner connector includes two groups of connectors angled therebetween, and connector is separable with the connecting cavity of reinforced section respectively
It is fixedly connected；
The end face connector includes the connecting plate through endface both sides reinforced section, and connecting plate is equipped with several along length side
To the rectangle limiting slot of setting；
The external corner connecting piece includes the external corner connector adapted to connecting cavity and the external corner connecting plate extended transversely through with card slot.
Preferably, wall-through pull rod is equipped in the card slot of the reinforced section, wall-through pull rod is through two side bayonet slots and passes through limit
Position nut is fixed on the outside of reinforced section.
Preferably, the connector is identical as the connection header structure of reinforced section, and the perforation of connector front and back sides is equipped with solid
Determine slot, fixing groove is corresponding with card slot, and wall-through pull rod is each passed through the fixing groove and card slot of wall both sides.
Preferably, the fixing groove is front and back penetrates through connector.
Preferably, the connector rear is connected by upper and lower Boards wall, and fixing groove is formed between upper lower clamp plate.
Preferably, the reinforced section includes top plate and bottom plate arranged in parallel, and top plate and bottom plate upper and lower gap are
Card slot, and it is welded with along card slot length direction interval the intermediate plate of roof supporting and bottom plate.
Preferably, the section of the top plate and bottom plate is the opposite concave structure of opening, and intermediate plate both sides are equipped with and mutually fit
The protrusion answered.
Preferably, it is equipped with loss of weight through-hole in the middle part of the intermediate plate.
Preferably, the limiting slot is two-row structure, and both sides limit groove location is staggered.
The invention has the beneficial effects that used parts are few, connection structure is simply clear, is applied without complex component
Worker person can be assembled according to actual needs, fixed reliable, and inner corner trim and external corner installation difference are apparent, are dismantled after the completion of use
Convenient, convenient transportation can rapid construction without carrying out complicated training to personnel.
Description of the drawings
Fig. 1 overall structure of the present invention；
Fig. 2 dimensional structure diagrams of the present invention；
External corner connects enlarged structure schematic diagram at Fig. 3 I of the present invention；
Inner corner trim connects enlarged structure schematic diagram at Fig. 4 II of the present invention；
End face connects enlarged structure schematic diagram at Fig. 5 III of the present invention；
Fig. 6 reinforced section structural schematic diagrams of the present invention；
Fig. 7 external corner connecting piece structural schematic diagrams of the present invention；
Fig. 8 internal corner connector structural schematic diagrams of the present invention；
The intermediate plate structure schematic diagram of Fig. 9 present invention；
Figure 10 two structural schematic diagrams of internal corner connector embodiment of the present invention；
Figure 11 internal corner connector embodiments two of the present invention implement status diagram；
1. internal corner connector in figure, 11. connectors, 12. fixing grooves, 13. clamping plates, 2. reinforced sections, 21. connectors, among 22.
Plate, 23. loss of weight through-holes, 24. card slots, 3. connecting plates, 4. wall-through pull rods, 5. external corner connecting pieces, 51. external corner connectors, 52. external corners
Connecting plate, 6. spacer pins.
Specific implementation mode
The present invention is further elaborated below in conjunction with the accompanying drawings.
As shown in Figure 1, a kind of shear wall formwork support device of present invention offer, including wall to be cast, the two of wall
Side is equipped with template, and after template erects, middle part gap is poured into a mould as cast gap.And in order to the fixed form present apparatus along
The several groups supporting rack that template is arranged laterally outside, supporting rack can go up lower leaf, be arranged according to wall high uniformity, in attached drawing 1
Indicate one group of supporting rack.
Wherein, supporting rack includes reinforced section 2, as shown in fig. 6, reinforced section is long plate shape, the medial surface of reinforced section
It is fixed with template contacts, both sides reinforced section clamps the clamping realized to template, extends to be realized in length direction, reinforcement type
One end of material is equipped with rectangle connecting cavity, and the other side is equipped with the connector 21 being adapted with the connecting cavity, and connector is matched with connecting cavity
Grafting is closed, reinforced section is equipped with several limiting slots up and down, and limiting slot is corresponding when connector is connected with connecting cavity, inserts
Realization securely connects after entering spacer pin 6.And the perforation setting linear type card slot 24 on the front-rear direction of reinforced section, card slot edge
Reinforced section laterally to be arranged.
As shown in figure 8, internal corner connector includes two groups of connectors 11 angled therebetween, the company of the connector and reinforced section
Joint structure it is identical and with connecting cavity is separable is fixedly connected, the angle of two groups of connectors is right angle, this field in the present embodiment
Technical staff can be according to the actual needs setting angle adaptable with required construction metope angle.
As shown in figure 5, end face connector includes the connecting plate 3 through endface both sides reinforced section, connecting plate is equipped with
Several rectangle limiting slots being arranged along its length, end face connector connects both sides reinforced section by card slot, and passes through limit
Position pin, which is realized, to be fixed.
As shown in fig. 7, external corner connecting piece 5 includes the external corner connector 51 adapted to connecting cavity and is extended transversely through with card slot
External corner connecting plate 52 may be implemented in connection to the fixation at external angle position in this way.
In this way, joining end to end to form the reinforced section of linear type frame, in the moon as shown in Figure 1 along wall length direction
The internal corner connector of both ends reinforced section is connected at angle, the external corner connecting piece for connecting both ends reinforced section at external corner, is used
Conplane support frame structure, Ge Gelian are collectively constituted in the end face connector for fixing both sides reinforced section in wall endface
The place of connecing is respectively provided with limiting slot and spacer pin, and realization is facilitated to dismount.
As the device for tensing both sides reinforced section, wall-through pull rod 4 is horizontally through the card slot of both sides reinforced section, through walls
The both sides of pull rod are equipped with stop nut, realize fixed limit.
And in order to which to being fixed at internal corner connector, the middle part of two groups of connectors is along front and back sides on internal corner connector
The fixing groove 12 of perforation, fixing groove is corresponding with card slot, and wall-through pull rod is each passed through the fixing groove and card slot of wall both sides, such shape
At both sides fixing groove and card slot mutually by the fixed structure of wall-through pull rod.
Embodiment two
In the present embodiment, the structure of reinforced section is advanced optimized.Reinforced section can utilize whole plate to pass through groove milling, drilling
Etc. processes be process, and structure as one preferred, reinforced section includes top plate and bottom plate arranged in parallel, top plate
It is connected with bottom plate upper and lower gap, which is and to be welded with roof supporting and bottom plate along card slot length direction interval for card slot
Intermediate plate 22.Intermediate plate is vertical with the length direction of top plate and bottom plate, and inside the connecting cavity that the two is formed.In this way into
The assembled welding of row can mitigate the weight of reinforced section, while can reduce waste.
And in order to play guiding function and further reinforce, the section of top plate and bottom plate is the opposite spill knot of opening
Structure, intermediate plate both sides are equipped with to be connected with adaptable protrusion, two side clearances of connecting cavity, and limit is further realized by concave structure
The protrusion setting corresponding with concave structure of position and guiding, intermediate plate both sides is fixed.Meanwhile it is logical equipped with loss of weight in the middle part of intermediate plate
Hole also can further mitigate weight.
In above-mentioned two embodiment, the limiting slot of each connecting portion is two-row structure, limiting slot alongst between
Every setting, and both sides limit groove location is staggered, and guarantee can realize continuous adjustment when adjusting position when in use, avoid the occurrence of
Dead angle is arranged.
Embodiment three
The internal corner connector another kind structure of the present invention as shown in Figure 10 and Figure 11, in the present embodiment, the connection of internal corner connector
The rear of body 11 is connected by upper lower clamp plate 13, and fixing groove 12 is formed between upper lower clamp plate.It is a kind of straight that it is different from embodiment in this way
It is connected on the scheme slotted on connector, processing and implementation are more simple, and pull rod is passed through fixing groove when using, and fastened
.
Claims (9)
1. a kind of shear wall formwork support device includes being set laterally outside positioned at the template of wall both sides to be cast and along template
The several groups supporting rack set, which is characterized in that support frame as described above includes joining end to end to form linear type frame along wall length direction
The reinforced section of frame, the internal corner connector for connecting both ends reinforced section at inner corner trim add for connecting both ends at external corner
The external corner connecting piece of curable type material, the end face connector for fixing both sides reinforced section in wall endface, wherein
The reinforced section is medial surface and the fixed plate profile structure of template contacts, and one end of reinforced section is connected equipped with rectangle
Chamber, the other side are equipped with the connector being adapted with the connecting cavity, and connector with connecting cavity vertically run through equipped with several cards by side
Enter the limiting slot of spacer pin；The interior lateral surface perforation setting card slot of reinforced section, card slot are laterally arranged along reinforced section；
The internal corner connector includes two groups of connectors angled therebetween, and connector is separable with the connecting cavity of reinforced section respectively
It is fixedly connected；
The end face connector includes the connecting plate through endface both sides reinforced section, and connecting plate is equipped with several along length side
To the rectangle limiting slot of setting；
The external corner connecting piece includes the external corner connector adapted to connecting cavity and the external corner connecting plate extended transversely through with card slot.
2. shear wall formwork support device according to claim 1, which is characterized in that set in the card slot of the reinforced section
There is wall-through pull rod, wall-through pull rod is through two side bayonet slots and by fixed on the outside of stop nut and reinforced section.
3. shear wall formwork support device according to claim 2, which is characterized in that the connector and reinforced section
It is identical to connect header structure, the perforation of connector front and back sides is equipped with fixing groove, and fixing groove is corresponding with card slot, and wall-through pull rod is each passed through
The fixing groove and card slot of wall both sides.
4. shear wall formwork support device according to claim 3, which is characterized in that the front and back perforation connection of the fixing groove
Body.
5. shear wall formwork support device according to claim 3, which is characterized in that the connector rear passes through up and down
Boards wall connects, and fixing groove is formed between upper lower clamp plate.
6. shear wall formwork support device according to claim 4 or 5, which is characterized in that the reinforced section includes phase
Mutual top plate and bottom plate disposed in parallel, top plate and bottom plate upper and lower gap are card slot, and are welded with along card slot length direction interval
The intermediate plate of roof supporting and bottom plate.
7. shear wall formwork support device according to claim 6, which is characterized in that the section of the top plate and bottom plate is
Be open opposite concave structure, and intermediate plate both sides are equipped with and adaptable protrusion.
8. shear wall formwork support device according to claim 7, which is characterized in that be equipped with loss of weight in the middle part of the intermediate plate
Through-hole.
9. shear wall formwork support device according to claim 8, which is characterized in that the limiting slot is two-row structure,
Both sides limit groove location is staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810191446.5A CN108412199B (en) | 2018-03-08 | 2018-03-08 | Shear wall template supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810191446.5A CN108412199B (en) | 2018-03-08 | 2018-03-08 | Shear wall template supporting device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108412199A true CN108412199A (en) | 2018-08-17 |
| CN108412199B CN108412199B (en) | 2024-05-28 |
Family
ID=63130571
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810191446.5A Active CN108412199B (en) | 2018-03-08 | 2018-03-08 | Shear wall template supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108412199B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824824A (en) * | 2018-08-22 | 2018-11-16 | 杭州市市政工程集团有限公司 | A kind of square column fastener fast-positioning device and positioning construction method |
| CN109457963A (en) * | 2018-12-28 | 2019-03-12 | 张连玉 | Shear wall formwork support connection structure |
| CN110397275A (en) * | 2019-08-20 | 2019-11-01 | 山东智模工程技术有限公司 | A kind of shear-wall strengthening part |
| CN111827663A (en) * | 2020-07-14 | 2020-10-27 | 唐山市丰润区玥泰金属制品有限公司 | Wall form strutting arrangement |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202011004223U1 (en) * | 2011-03-21 | 2011-06-09 | CTA Anlagenbau GmbH, 15517 | Reinforcement frame for a concrete slab |
| CN103669850A (en) * | 2013-12-06 | 2014-03-26 | 上海建工五建集团有限公司 | External corner template fixing device |
| CN205502571U (en) * | 2016-04-07 | 2016-08-24 | 中国建筑第二工程局有限公司 | Wall post steel form system |
| CN106049854A (en) * | 2016-07-21 | 2016-10-26 | 北京冀龙京达商贸有限公司 | Template reinforcing steel-replacing-wood material structure and usage method |
| CN206477582U (en) * | 2017-02-09 | 2017-09-08 | 曹立英 | Formwork reinforcement keel fastener constructions |
| CN207920084U (en) * | 2018-03-08 | 2018-09-28 | 山东方圆建筑材料有限公司 | A kind of shear wall formwork support device |
-
2018
- 2018-03-08 CN CN201810191446.5A patent/CN108412199B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202011004223U1 (en) * | 2011-03-21 | 2011-06-09 | CTA Anlagenbau GmbH, 15517 | Reinforcement frame for a concrete slab |
| CN103669850A (en) * | 2013-12-06 | 2014-03-26 | 上海建工五建集团有限公司 | External corner template fixing device |
| CN205502571U (en) * | 2016-04-07 | 2016-08-24 | 中国建筑第二工程局有限公司 | Wall post steel form system |
| CN106049854A (en) * | 2016-07-21 | 2016-10-26 | 北京冀龙京达商贸有限公司 | Template reinforcing steel-replacing-wood material structure and usage method |
| CN206477582U (en) * | 2017-02-09 | 2017-09-08 | 曹立英 | Formwork reinforcement keel fastener constructions |
| CN207920084U (en) * | 2018-03-08 | 2018-09-28 | 山东方圆建筑材料有限公司 | A kind of shear wall formwork support device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824824A (en) * | 2018-08-22 | 2018-11-16 | 杭州市市政工程集团有限公司 | A kind of square column fastener fast-positioning device and positioning construction method |
| CN109457963A (en) * | 2018-12-28 | 2019-03-12 | 张连玉 | Shear wall formwork support connection structure |
| CN109457963B (en) * | 2018-12-28 | 2023-08-25 | 山东方圆建筑材料有限公司 | Shear wall template support connection structure |
| CN110397275A (en) * | 2019-08-20 | 2019-11-01 | 山东智模工程技术有限公司 | A kind of shear-wall strengthening part |
| CN111827663A (en) * | 2020-07-14 | 2020-10-27 | 唐山市丰润区玥泰金属制品有限公司 | Wall form strutting arrangement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108412199B (en) | 2024-05-28 |
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Address after: 276000 no.1688, southeast corner, intersection of West Outer Ring Road and Chuangye Road, Yitang Town, Lanshan District, Linyi City, Shandong Province Applicant after: SHANDONG FANGYUAN BUILDING MATERIALS Co.,Ltd. Address before: 276000 Lanshan sub district office, Lanshan District, Linyi City, Shandong Province 760 meters northwest of zhuxu village, Zhangjiakou Applicant before: SHANDONG FANGYUAN BUILDING MATERIALS Co.,Ltd. |
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