CN206233560U - Wall formwork erecting structure - Google Patents
Wall formwork erecting structure Download PDFInfo
- Publication number
- CN206233560U CN206233560U CN201621194942.9U CN201621194942U CN206233560U CN 206233560 U CN206233560 U CN 206233560U CN 201621194942 U CN201621194942 U CN 201621194942U CN 206233560 U CN206233560 U CN 206233560U
- Authority
- CN
- China
- Prior art keywords
- wall
- stupefied
- wall form
- formwork erecting
- erecting structure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model is related to a kind of wall formwork erecting structure, including：The wall form being oppositely arranged, sandwiched is formed with concreting space between the wall form, is higher than to be located at the top of the wall form of inner side and formed to return section positioned at the top of the wall form in outside；In vertically located at the secondary stupefied of the wall form lateral surface, described stupefied interval setting；And it is stupefied in the master laterally located at time stupefied lateral surface, the master is stupefied by wearing and to be fastened the split bolt of the wall form and is anchored on the wall form.Using in lower floor's wall formwork, by the wall form in outside to returning one section in upper wall, and the secondary stupefied separated place in upper wall and lower floor's wall does not turn off, it is ensured that wall is without faulting of slab ends phenomenon, and interlayer wall leveling degree is secure.
Description
Technical field
The utility model is related to the realm of building construction, refers in particular to a kind of wall formwork erecting structure.
Background technology
One well matched mould method of interlayer template, is installed to lower floor's top elevation using lower template, and concreting is complete
Cheng Hou, upper strata wall form is installed by separation of lower floor's cover top surface, and equidistantly 6 gauge orifices are made a call in the middle part of template,
For setting wall-crossing opposite-drawing bolt.There is following defect in the above-mentioned method with mould：On the one hand, this construction method interlayer template
Install discontinuously, secondary joist disconnects in separated place, and after casting concrete, interlayer wall easily serious faulting of slab ends occurs because of axis off normal
Phenomenon, interlayer wall leveling degree perpendicularity cannot ensure.Template is difficult closure with the vertical joint of lower floor's wall, if closure is bad
There is the phenomenon of stream slurry curtain after pouring.On the other hand, 6 gauge orifices are made a call to using this construction method template, according to concrete
With in mold process, adjustment bolt position need to punch sectional dimension of members again, destroy larger to template, to setting through-wall bolt
Hole closure is bad, and concrete spillage makes concrete the mass defects such as hole voids and pits occur in casting process.Therefore for
Interlayer Compound of the formworks is necessary to propose a kind of new construction method.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided a kind of wall formwork erecting structure, solves interlayer
There is serious faulting of slab ends phenomenon, template and the vertical joint of wall and is difficult closure, template in interlayer in the wall existed during Compound of the formworks
The problems such as perforation is destructive big and is difficult closure and mass defect occurs.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of wall formwork erecting structure, including：
The wall form being oppositely arranged, sandwiched is formed with concreting space between the wall form, positioned at outside
Wall form top higher than positioned at inner side wall form top and formation on return section；
In vertically located at the secondary stupefied of the wall form lateral surface, described stupefied interval setting；And
Stupefied in the master laterally located at time stupefied lateral surface, the master is stupefied by wearing and to fasten the right of the wall form
Bolt is drawn to be anchored on the wall form.
It is by the wall form in outside to returning one section in upper wall and secondary stupefied on upper strata using in lower floor's wall formwork
The separated place of wall and lower floor's wall does not turn off, it is ensured that wall is without faulting of slab ends phenomenon, and interlayer wall leveling degree is secure.
The utility model wall formwork erecting structure further improvement is that, the wall form include vertically direction replace
The stencil body and template connection strap of setting, offer perforating corresponding with the split bolt on the template connection strap.
The utility model wall formwork erecting structure further improvement is that, the stencil body and the adjacent template connect
Narrow bars are connected.
The utility model wall formwork erecting structure further improvement is that, positioned at inner side wall form be located at same Stall
Inclined support structure has been installed between the floor of layer.
The utility model wall formwork erecting structure further improvement is that, positioned at inner side wall form bottom be located at
Cleanout is installed between floor described in same floor.
The utility model wall formwork erecting structure further improvement is that, at the cleanout closure have cement sand bed.
The utility model wall formwork erecting structure further improvement is that, medial surface and position positioned at the wall form in outside
Being sticked in the floor intersection of a upper floor has sponge strip.
The utility model wall formwork erecting structure further improvement is that, it is described on return the top of section and be located at a upper floor
Floor in embedded anchor bar between installed temporary support structure.
The utility model wall formwork erecting structure further improvement is that, time stupefied lateral surface along the wall form
Elongated setting.
The utility model wall formwork erecting structure further improvement is that, the secondary stupefied top at the wall form in outside
Portion protrudes out and returned on described section formation extension.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model wall formwork erecting structure bottom.
Fig. 2 is the structural representation on the utility model wall formwork erecting structure top.
Fig. 3 be the utility model wall formwork erecting structure in be located at outside wall form front view.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
The utility model provides a kind of wall formwork erecting structure, shows for solving easily to occur at interlayer during wall construction faulting of slab ends
As the problem for causing interlayer wall leveling degree perpendicularity to ensure.Wall formwork erecting structure of the present utility model will be by that will be located at
Return to be formed on the continuous formwork of wall form in outside and return section, section is returned on this positioned at the position of upper wall so that at interlayer
Outside wall form be it is continuous, and it is secondary it is stupefied do not turned off at interlayer, wall has been effectively ensured without faulting of slab ends phenomenon so that interlayer wall
Body flatness perpendicularity is secure.Wall form uses the stencil body and template connection strap being arranged alternately, in template connection strap
Upper setting split bolt, it is to avoid the perforate on stencil body, improves form cycling rate, improves the impression quality of concrete.
The utility model wall formwork erecting structure is illustrated below in conjunction with the accompanying drawings.
As shown in figure 1, the utility model wall formwork erecting structure is used for the construction of wall, including exterior wall and Core Walls Structure wall,
Wall is constructed by the way of placement layer by layer, i.e., the wall of lower floor is poured first with wall formwork erecting structure, then then at the lower floor
Wall on supporting module pour upper wall, circulation is until reach the absolute altitude of wall successively.Wall formwork of the present utility model
Structure includes wall form 21, secondary stupefied 23, main stupefied 24 and split bolt 25, and wall form 21 is oppositely arranged, wall form 21
Between sandwiched be formed with concreting space 22, to casting concrete in the concreting space 22 can be formed wall,
It is higher than to be located at the top of the wall form 21 of inner side and formed positioned at the top of the wall form 21 in outside with reference to shown in Fig. 2
Return section 213.With reference to shown in Fig. 3, secondary stupefied 23 in the vertical lateral surface located at wall form 21, secondary stupefied 23 interval setting, main stupefied 24
Laterally located at time stupefied 23 lateral surface, main stupefied 24 also interval settings, main stupefied 24 by wearing and fasten wall form 21 to drawing spiral shell
Bolt 25 is anchored on wall form 21, and main stupefied 24 use double steel pipe, and split bolt 25 is passed through between double steel pipe, further through phase
To two wall forms 21 for setting, the end that split bolt 25 is located on the outside of double steel pipe is fastened by nut, and then is realized
Split bolt 25 is fixedly clamped and leads stupefied 24, secondary stupefied 23 and wall form 21.
With reference to shown in Fig. 3, wall form 21 includes the stencil body 211 and template connection strap that vertically direction is arranged alternately
212, offered on template connection strap 212 and the corresponding perforating of split bolt 25.Set between two adjacent stencil bodies 211
A template connection strap 212 is equipped with, split bolt is set by opening up perforating on template connection strap 212, it is to avoid mould
Perforate on plate body 211, protects the integrality of stencil body 211, improves the turnover rate of stencil body 211.The stencil body
211 are connected with adjacent template connecting plate 212, can be connected using self-tapping screw.
With reference to shown in Fig. 1, wall formwork erecting structure branch is located on the floor 11 of same floor, i.e., in wall formwork erecting structure
Wall form 21 positioned at inner side is placed on the floor 11 of same floor, should be located at inner side wall form 21 and floor 11 it
Between installed inclined support structure 26, by inclined support structure 26 support positioned at inner side wall form 21.The bottom of the wall form 21
Cleanout 27 is installed between the floor 11, the debris of the bottom of wall form 21 is cleaned up by cleanout 27, this is clear
After sweeping the use well of mouth 27, using cement mortar capping cleanout 27, i.e., closure is formed with cement sand bed at cleanout 27.
With reference to shown in Fig. 2, medial surface and the intersection of floor 12 for being located at a upper floor positioned at the wall form 21 in outside
Being sticked has sponge strip 28, and by setting sponge strip 28, closure floor 12 is with wall seam crossing with mortar leakage prevention.Section 213 is returned upper
Top and the embedded anchor bar 14 in the floor 12 of a upper floor between installed temporary support structure 29, to ensure wall
The support of template 21 is consolidated.
With reference to shown in Fig. 3, secondary stupefied 23 along wall form 21 the elongated setting of lateral surface, secondary stupefied 23 pass to upper strata not by lower floor
Disconnect, consolidated with the entirety for improving formwork erecting structure, it is ensured that the Forming Quality of concrete.It is secondary at the wall form 21 in outside
Stupefied 23 top protrudes out returns the formation of section 213 extension 231.The extension 231 of the formation is used for the wall mould being sticked on top
On plate so that supporting construction continuous-stable of the wall at layering, it is ensured that the wall quality at layering.
With reference to shown in Fig. 1 and Fig. 2, after the completion of formwork erection, to casting concrete in concreting space 22 with regard to shape
Into wall, i.e., upper wall is formed on lower floor's wall 13, then install wall formwork on the floor 12 of a upper floor
Structure, now the wall formwork erecting structure on upper strata is identical with the formwork erecting structure of lower floor, after the completion of formwork, then to concreting space
Casting concrete in 22, at the floor 12 for separating upper wall and lower floor's wall, employs the wall form 21 positioned at outside
On the design returned, it is ensured that wall is without faulting of slab ends phenomenon, and interlayer wall leveling degree perpendicularity is secure.
The process to the utility model wall formwork erecting structure construction wall is illustrated below.
With reference to shown in Fig. 1, dabbing treatment is carried out to concrete in the root of wall, loose broken concrete is removed.According to
Metope sectional dimension is assembled with mould, with reference to shown in Fig. 2, will be located at the wall form 21 in outside to returning 400mm shapes in upper wall
Into section 213 is above returned, the steel wire rope of section 213 is returned on this and is strained and fixed with embedded anchor bar 14.Section 213 is returned on wall form 21
Sponge strip 28 is pasted at the absolute altitude of medial surface correspondence floor 12, spillage when preventing upper wall casting concrete can also be by sponge
Bar control lower-layer concrete pours absolute altitude.After the wall form 21 of both sides is erected, in the outer surface laying time of wall form 21
Stupefied 23, secondary stupefied 23 use flitch, and by flitch interval setting, and flitch is in vertically arranged, positioned at the wood of the wall form 21 in outside
The top of side is higher by be returned section 213 and forms extension 231, and the length of the extension 231 is 900mm, to realize controlling wall
The perpendicularity of lateral surface.In secondary stupefied 23 lateral surface horizontally set master stupefied 24, then will master stupefied 24, secondary stupefied by split bolt 25
23 and the drawknot of wall form 21 fastening, the wall form 21 positioned at inner side can install inclined support structure 26 between floor 11, complete
Cheng Hou, to casting concrete in concreting space 22, to form one section of wall, the absolute altitude of this section of wall is a upper floor
The absolute altitude of floor 12.After completing the pouring of one section of wall, the Compound of the formworks for carrying out upper wall is assembled, i.e., in lower floor's wall form
On continue spliced wall template, secondary stupefied, main stupefied and split bolt, then continue casting concrete and form upper wall, then weigh
Template assembly is carried out again, until completing the construction of wall.
The utility model wall formwork erecting structure has the beneficial effect that：
By the continuous formwork of wall form, while the way of construction improves traditional wall form formwork construction work
Skill, at wall layering, i.e., at floor, setting lower floor wall form is formed and returns section, it is ensured that the continuous formwork of interlayer wall, is protected
Wall has been demonstrate,proved without faulting of slab ends phenomenon, interlayer wall leveling degree perpendicularity is secure, and exempt from template punching, it is ensured that template it is complete
It is whole, improve the turnover rate of template.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (10)
1. a kind of wall formwork erecting structure, it is characterised in that including：
The wall form being oppositely arranged, sandwiched is formed with concreting space between the wall form, positioned at the wall in outside
The top of body template is higher than to return section in the top of the wall form positioned at inner side and formation；
In vertically located at the secondary stupefied of the wall form lateral surface, described stupefied interval setting；And
It is stupefied in the master laterally located at time stupefied lateral surface, the master it is stupefied by wearing and fasten the wall form to drawing spiral shell
Bolt is anchored on the wall form.
2. wall formwork erecting structure as claimed in claim 1, it is characterised in that the wall form includes that vertically direction replaces
The stencil body and template connection strap of setting, offer perforating corresponding with the split bolt on the template connection strap.
3. wall formwork erecting structure as claimed in claim 2, it is characterised in that the stencil body and the adjacent template connect
Narrow bars are connected.
4. wall formwork erecting structure as claimed in claim 1, it is characterised in that wall form positioned at inner side be located at same Stall
Inclined support structure has been installed between the floor of layer.
5. wall formwork erecting structure as claimed in claim 4, it is characterised in that positioned at inner side wall form bottom be located at
Cleanout is installed between floor described in same floor.
6. wall formwork erecting structure as claimed in claim 5, it is characterised in that closure has cement sand bed at the cleanout.
7. wall formwork erecting structure as claimed in claim 1, it is characterised in that medial surface and position positioned at the wall form in outside
Being sticked in the floor intersection of a upper floor has sponge strip.
8. wall formwork erecting structure as claimed in claim 1, it is characterised in that the top of section is returned on described and a upper floor is located at
Floor in embedded anchor bar between installed temporary support structure.
9. wall formwork erecting structure as claimed in claim 1, it is characterised in that the described stupefied lateral surface along the wall form
Elongated setting.
10. wall formwork erecting structure as claimed in claim 9, it is characterised in that secondary stupefied at the wall form in outside
Top protrudes out and returned on described section formation extension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621194942.9U CN206233560U (en) | 2016-11-01 | 2016-11-01 | Wall formwork erecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621194942.9U CN206233560U (en) | 2016-11-01 | 2016-11-01 | Wall formwork erecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233560U true CN206233560U (en) | 2017-06-09 |
Family
ID=58991141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621194942.9U Expired - Fee Related CN206233560U (en) | 2016-11-01 | 2016-11-01 | Wall formwork erecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233560U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524471A (en) * | 2017-10-18 | 2017-12-29 | 北京建工路桥工程建设有限责任公司 | A kind of tunnel end plugging construction method |
| CN109024987A (en) * | 2018-08-21 | 2018-12-18 | 中冶建工集团有限公司 | Construction method is poured after a kind of toilet shear wall |
| CN110258864A (en) * | 2019-06-24 | 2019-09-20 | 南通大学 | A kind of basement shear wall exempts from punching template construction method |
| CN115075547A (en) * | 2022-05-06 | 2022-09-20 | 中建二局深圳建投发展有限公司 | Unilateral formwork supporting device and construction method |
-
2016
- 2016-11-01 CN CN201621194942.9U patent/CN206233560U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524471A (en) * | 2017-10-18 | 2017-12-29 | 北京建工路桥工程建设有限责任公司 | A kind of tunnel end plugging construction method |
| CN109024987A (en) * | 2018-08-21 | 2018-12-18 | 中冶建工集团有限公司 | Construction method is poured after a kind of toilet shear wall |
| CN109024987B (en) * | 2018-08-21 | 2021-05-04 | 中冶建工集团有限公司 | Post-pouring construction method for toilet shear wall |
| CN110258864A (en) * | 2019-06-24 | 2019-09-20 | 南通大学 | A kind of basement shear wall exempts from punching template construction method |
| CN115075547A (en) * | 2022-05-06 | 2022-09-20 | 中建二局深圳建投发展有限公司 | Unilateral formwork supporting device and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106437142A (en) | Construction method and double-layer formwork structure for cast-in-situ slope roof | |
| CN206233560U (en) | Wall formwork erecting structure | |
| CN110777983A (en) | Synchronous construction structure and method for concrete filled wall and cast-in-place structure | |
| CN106120870B (en) | The advanced enclosed construction of poured band of outer wall of basement and construction method | |
| WO2021023245A1 (en) | Pile slab-type soil retaining wall integral casting formwork structure and construction method therefor | |
| CN108265623A (en) | A kind of prefabricated superposed type anti-collision wall and its construction method for urban viaduct | |
| CN104947719A (en) | Basement roof post-cast strip hanging support formwork structure and post-cast strip construction method thereof | |
| CN106499070A (en) | The construction method of connecting sewing between assembled architecture component and component | |
| CN209482591U (en) | Prefabricated molds shell structure column construction structure | |
| CN206616862U (en) | Formwork root bracing means | |
| CN106968381A (en) | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection | |
| CN104712086B (en) | Assembled type concrete hollow composite floor slab and manufacturing method thereof | |
| CN108130837A (en) | A kind of prefabricated road plate and its construction method | |
| CN107119901A (en) | The cast-in-place system of formwork structure and shear wall and construction method of shear wall angle node | |
| CN105421810A (en) | Prefabricated panel reinforced masonry structure and construction method thereof | |
| CN206174120U (en) | Prefabricated constructional column and structure thereof | |
| CN104790436A (en) | High-rise building basement roof settlement post-pouring joint advanced water stop construction method | |
| CN207110214U (en) | A kind of prefabricated interior fill concrete wallboard | |
| CN207405730U (en) | A kind of discharge structure of basement | |
| CN102777034B (en) | Concrete pouring method for combined structural steel and concrete structure of high-rise building | |
| CN204690801U (en) | Formwork erecting structure is hung in basement roof ater-casting | |
| CN107227845A (en) | One kind filling wall construction post mold method | |
| CN211923107U (en) | A formwork-free structure for a structural column in a wall | |
| CN204199332U (en) | A kind of late poured band structure | |
| CN107237448B (en) | The prefabricated interior fill concrete wallboard of one kind and its manufacturing method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 |