CN207905350U - Wall form reinforced structure - Google Patents
Wall form reinforced structure Download PDFInfo
- Publication number
- CN207905350U CN207905350U CN201820164643.3U CN201820164643U CN207905350U CN 207905350 U CN207905350 U CN 207905350U CN 201820164643 U CN201820164643 U CN 201820164643U CN 207905350 U CN207905350 U CN 207905350U
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- Prior art keywords
- supported
- horizontally
- group
- keel
- vertical
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- 230000008093 supporting effect Effects 0.000 claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 claims description 21
- 238000004873 anchoring Methods 0.000 claims description 12
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000009415 formwork Methods 0.000 abstract description 7
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 2
- 230000003044 adaptive effect Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000005476 soldering Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A wall formwork reinforcing structure comprises a formwork panel, a vertical keel, a horizontal keel and a connecting assembly; the formwork panel and the support piles are arranged in parallel at intervals, and the distance from the formwork panel to the support piles is adaptive to the thickness of the wall to be cast; the wall template reinforcing structure further comprises a horizontal support rod, an embedded part, a horizontal support and a vertical support; the horizontal supporting rods are arranged between the supporting piles and the template panel at intervals in parallel; the embedded part is longitudinally embedded on the structural ground outside the template panel, and the distance between the embedded part and the template panel is 3-5 m. The horizontal supports are longitudinally and parallelly laid between the vertical keels and the embedded parts at intervals; the lower end of the vertical support is supported on the horizontal support. The utility model provides a traditional steel pipe carry out the technical problem that unilateral formwork effect is not good and there is certain potential safety hazard.
Description
Technical field
The utility model is related to a kind of wall form ruggedized constructions.
Background technology
The wood formwork plate of shear wall structure or frame-shear-wall structure is reinforced, and needs to carry out in some special positions single
Position of the exterior wall away from supporting is closer in collateral mould or some designing institute's layout designs, and outside can not carry out formwork.Live practical branch
When mould, due to series of factors such as floor height, spaces, it can lead to carry out unilateral side using steel pipe to install ineffective, and there is one
Fixed security risk.
Utility model content
The purpose of this utility model is to provide a kind of wall form ruggedized construction, to solve traditional steel pipe and carry out unilateral branch
Mould is ineffective and there is technical issues that certain.
To achieve the above object, the utility model adopts the following technical solution.
A kind of wall form ruggedized construction, rides upon the outside of support pile, includes form surfacing, one group along longitudinal flat
Between-line spacing be connected to the vertical keel of form surfacing lateral surface, one group vertically parallel interval be connected to the water on the outside of vertical keel
Flat keel and the connection component for connecting three jointly；The form surfacing is arranged with support pile parallel interval, and template face
Plate is adapted to the distance of support pile and the thickness of walling body to be poured；
The wall form ruggedized construction further includes having horizontal strut, built-in fitting, horizontally-supported and vertical supporting；
The horizontal strut parallel interval is arranged between support pile and form surfacing；One end of horizontal strut is connected to branch
On fender pile, the other end of horizontal strut withstands on the medial surface of form surfacing；
The built-in fitting is embedded in along longitudinal direction on the structural floor on the outside of form surfacing, and between built-in fitting and form surfacing
Spacing be 3m~5m；
It is described it is horizontally-supported have one group, it is longitudinally parallel interval be laid on structural floor；Wherein horizontally-supported one end
The bottom of vertical keel is withstood on, the horizontally-supported other end is withstood on built-in fitting；
The vertical supporting have one group, longitudinally parallel be spaced be supported on the outside of horizontal keel, and one group is vertically propped up
Support horizontally-supported is correspondingly arranged with one group；The lower end of the vertical supporting is supported on horizontally-supported；Every vertical supporting with
It is corresponding it is horizontally-supported between parallel interval be connected with one group of diagonal brace；The upper end of the diagonal brace is supported on vertical supporting, tiltedly
The lower end of support is supported on horizontally-supported.
Preferably, the horizontal strut has that several groups, vertically parallel interval is arranged between support pile and form surfacing；
Wherein, every group of horizontal strut longitudinally parallel interval setting, and two groups of neighbouring horizontal struts are interlocked arranged for interval.
Preferably, described horizontally-supported to be anchored on structural floor by anchoring piece；The anchoring piece is threaded through horizontal branch
In support, and the lower end of anchoring piece is embedded in structural floor.
Preferably, it is equipped with the first connecting plate on the vertical supporting, at corresponding diagonal brace link position；The upper end of the diagonal brace
It is detachably connected on the first connecting plate.
Preferably, it is equipped with the second connecting plate at horizontally-supported upper, the corresponding diagonal brace link position；The upper end of the diagonal brace
It is detachably connected on the second connecting plate.
Preferably, brace there are one being also connected between every group of diagonal brace；The inclined direction of the brace and one group of diagonal brace
Inclined direction is opposite.
Preferably, the built-in fitting include one group it is longitudinally parallel be spaced be embedded in horizontally-supported end montant and
A piece horizon bar being connected between one group of montant middle part；The horizon bar is located at horizontally-supported endface position.
Preferably, the vertical keel is made of channel steel or I-steel；The horizontal keel is double steel pipe keel.
Preferably, the connection component includes screw rod, inner nut, mountain type card and outer nut；The screw rod is through successively
In double steel pipe keel and form surfacing；The inner nut is set on screw rod, and is fixed on the medial surface of form surfacing；Institute
It states mountain type cutting ferrule and is located at screw rod, and be fixed on double steel pipe keel by outer nut.
The utility model has the characteristics that and advantageous effect compared with prior art.
1, horizontal strut is set in the utility model between form surfacing and support pile, the outside setting of form surfacing is vertical
Form surfacing is fixed in support, horizontally-supported and diagonal brace, the interior outside of the utility model form surfacing, supporting way letter
It is single, carry out unilateral side and install to work well and support construction is secured, safety is good.
2, the utility model is horizontally-supported in the setting of the outside of vertical supporting, and buries in horizontally-supported end pre-buried
Part, to limit horizontally-supported outside lateral displacement；In addition, anchoring piece is set at horizontally-supported medium position,
It is horizontally-supported to be anchored on structural floor by anchoring piece, limit horizontally-supported length travel；In this of the utility model
Design ensure that the accuracy for the fastness and position that form surfacing installs.
3, the utility model adds brace, and the inclination of the inclined direction of brace and one group of diagonal brace among one group of diagonal brace
Direction further improves the utility model on the contrary, ensure that the stability of support using the principle of triangle stability
Safety.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the diagonal brace and vertical supporting connecting joint structure schematic diagram of the utility model.
Fig. 3 is the structural schematic diagram of the horizontally-supported end set built-in fitting of the utility model.
Reference numeral：1- support piles, 2- form surfacings, 3- vertical keels, 4- horizontal keels, 5- walling body to be poured, 6- water
Flat strut, 7- built-in fittings, 7.1- montants, 7.2- horizon bars, 8- be horizontally-supported, 9- vertical supportings, 10- structural floors, 11- are oblique
Support, 12- anchoring pieces, the first connecting plates of 13-, the second connecting plates of 14-, 15- braces, 16- screw rods, 17- inner nuts, the mountains 18- type card,
19- outer nuts, 20- vertical reinforcements.
Specific implementation mode
This wall form ruggedized construction, rides upon the outside of support pile 1, includes 2, one groups of form surfacing along longitudinal direction
Parallel interval is connected to 3, one groups of the vertical keel of 2 lateral surface of form surfacing, and vertically parallel interval is connected to outside vertical keel 3
The horizontal keel 4 of side and the connection component for connecting three jointly；The form surfacing 2 is arranged with 1 parallel interval of support pile,
And form surfacing 2 is adapted to the distance of support pile 1 and the thickness of walling body 5 to be poured；
The wall form ruggedized construction further includes having horizontal strut 6, built-in fitting 7, horizontally-supported 8 and vertical supporting 9；
6 parallel interval of the horizontal strut is arranged between support pile 1 and form surfacing 2；One end of horizontal strut 6 connects
On support pile 1, the other end of horizontal strut 6 withstands on the medial surface of form surfacing 2；
The built-in fitting 7 is embedded in along longitudinal direction on the structural floor 10 in 2 outside of form surfacing, and built-in fitting 7 and template face
Spacing between plate 2 is 4m；
Described horizontally-supported 8 have one group, it is longitudinally parallel interval be laid on structural floor 10；Wherein horizontally-supported 8
One end withstands on the bottom of vertical keel 3, and horizontally-supported 8 other end is withstood on built-in fitting 7；
The vertical supporting 9 have one group, longitudinally parallel be spaced be supported on the outside of horizontal keel 4, and one group is vertical
Support 9 is correspondingly arranged with one group horizontally-supported 8；The lower end of the vertical supporting 9 is supported on horizontally-supported 8；It is vertical at every
Parallel interval is connected with one group of diagonal brace 11 between support 9 and corresponding horizontally-supported 8；The upper end of the diagonal brace 11 is supported on perpendicular
To in support 9, the lower end of diagonal brace 11 is supported on horizontally-supported 8.
Certainly in other fact Examples, the spacing between the built-in fitting 7 and form surfacing 2 can also be selected in 3m~5m
It takes.
In the present embodiment, the horizontal strut 6 has that several groups, vertically parallel interval is arranged in support pile 1 and template face
Between plate 2；Wherein, every group of 6 longitudinally parallel interval of horizontal strut setting, and two groups of neighbouring horizontal struts 6 are interlocked
Arranged for interval.
In the present embodiment, the spacing between adjacent level strut 6 can be 500mm ~ 700mm.
In the present embodiment, described horizontally-supported 8 are anchored at by anchoring piece 12 on structural floor 10；The anchoring piece 12 is worn
It is located in horizontally-supported 8, and the lower end of anchoring piece 12 is embedded in structural floor 10.
In the present embodiment, the first connecting plate 13 is equipped on the vertical supporting 9, at 11 link position of corresponding diagonal brace；It is described
The upper end of diagonal brace 11 is detachably connected on the first connecting plate 13.
In the present embodiment, the second connecting plate 14 is equipped on described horizontally-supported 8, at 11 link position of corresponding diagonal brace；It is described
The upper end of diagonal brace 11 is detachably connected on the second connecting plate 14.
In the present embodiment, the spacing in one group of diagonal brace 11 between adjacent diagonal brace 11 can be 700mm ~ 900mm.
In the present embodiment, the angle between the diagonal brace 11 and horizontally-supported 8 is less than or equal to 45 °.
In the present embodiment, it is also connected between every group of diagonal brace 11 there are one brace 15；The inclined direction of the brace 15 with
The inclined direction of one group of diagonal brace 11 is opposite.
In the present embodiment, the built-in fitting 7 includes that one group of longitudinally parallel is spaced is embedded in the perpendicular of horizontally-supported 8 end
Bar 7.1 and a horizon bar 7.2 being connected between one group of 7.1 middle part of montant；The horizon bar 7.2 is located at horizontally-supported 8
At endface position.
In the present embodiment, the outside of the built-in fitting 7 is embedded with longitudinal channel steel.
In the present embodiment, the vertical keel 3 is by channel steel；The horizontal keel 4 is double steel pipe keel.
Certainly in other embodiments, the vertical keel 3 can also be made of I-steel.
In the present embodiment, the spacing between adjacent vertical supporting 9 can be 700mm ~ 900mm.
In the present embodiment, the connection component includes screw rod 16, inner nut 17, mountain type card 18 and outer nut 19；It is described
Screw rod 16 is through successively in double steel pipe keel and form surfacing 2, and screw rod 16 stretches into one end and wall in walling body 5 to be poured
Middle vertical reinforcement 20 is welded to connect；The inner nut 17 is set on screw rod 16, and is fixed on the medial surface of form surfacing 2
On；The mountain type card 18 is set in screw rod 16, and is fixed on double steel pipe keel by outer nut 19.
The construction method of the utility model includes that steps are as follows.
Step 1: the design of wall form ruggedized construction：It calculates and determines vertical keel 3, water in wall form ruggedized construction
The spacing of flat keel 4 and the spacing of connection component select 20# channel steels, the 20# I-shapeds of corresponding length according to structural elements size
Steel, and process 25 reinforcing bars of 500mm long φ, the first connecting plate 13, the second connecting plate 14 and connection component etc..
Step 2: burying built-in fitting 7 in structural floor 10：Before concreting, montant 7.1 is buried in advance, using weldering
It connects mode and connects horizon bar 7.2 on montant 7.1, on the outside pre-buried 20# channel steels, and ensure in built-in fitting 7 between montant 7.1
Away to prevent horizontally-supported 8 outside lateral displacements.
Step 3: line setting：After the completion of raft board concrete pours, this position wall is set using total powerstation or theodolite survey
1m control lines ensure that its precision, error need to meet code requirement.
Step 4: according to Design Requirement Drawing, reinforcing bar binding is carried out.
Step 5: form surfacing 2 installing and reinforcing：Form surfacing is set at the lateral surface position of walling body 5 to be poured
2, horizontal keel 4 uses 48*3.0 steel pipes, and using connection component that it is fixed with form surfacing 2；Then by screw rod 16
Soldering is carried out with vertical reinforcement 20, then will be perpendicular to the vertical keel 3 of walling body 5 to be poured as the outer of horizontal keel 4
Between side and horizontally-supported 8, and vertical keel 3 is withstood on horizontal keel 4, spacing 800mm.
Step 6: after the completion of above step, 11 one end of diagonal brace is withstood at horizontally-supported 8, root and horizontally-supported 8 phase
Even, diagonal brace 11 is less than or equal to 45 degree with ground angle；The brace 15 of oblique reinforcement is connected at the middle part of one group of diagonal brace 11.
Step 7: concreting：It should ensure that vibration compacting in concreting process, laminated pouring, every layer pours height
Degree should meet code requirement.
Above-described embodiment is not the exhaustion of specific implementation mode, can also have other embodiments, above-described embodiment purpose to exist
In illustrating the utility model, and unrestricted the scope of protection of the utility model, it is all from the utility model simple change
Using all falling in the scope of protection of the utility model.
Claims (9)
1. a kind of wall form ruggedized construction, rides upon support pile（1）Outside, include form surfacing（2）, one group along vertical
It is connected to form surfacing to parallel interval（2）The vertical keel of lateral surface（3）, one group vertically parallel interval be connected to vertical dragon
Bone（3）The horizontal keel in outside（4）And the connection component for connecting three jointly；It is characterized in that：The form surfacing（2）
With support pile（1）Parallel interval is arranged, and form surfacing（2）To support pile（1）Distance and walling body to be poured（5）Thickness phase
It adapts to；
The wall form ruggedized construction further includes having horizontal strut（6）, built-in fitting（7）, it is horizontally-supported（8）And vertical supporting
（9）；
The horizontal strut（6）Parallel interval is arranged in support pile（1）With form surfacing（2）Between；Horizontal strut（6）One end
It is connected to support pile（1）Upper, horizontal strut（6）The other end withstand on form surfacing（2）Medial surface on；
The built-in fitting（7）It is embedded in form surfacing along longitudinal direction（2）The structural floor in outside（10）On, and built-in fitting（7）With mould
Plate face plate（2）Between spacing be 3m~5m；
It is described horizontally-supported（8）Have one group, it is longitudinally parallel interval be laid on structural floor（10）On；It is wherein horizontally-supported（8）
One end withstand on vertical keel（3）Bottom, it is horizontally-supported（8）The other end withstand on built-in fitting（7）On；
The vertical supporting（9）Have one group, it is longitudinally parallel interval be supported on horizontal keel（4）Outside, and one group is vertical
Support（9）It is horizontally-supported with one group（8）It is correspondingly arranged；The vertical supporting（9）Lower end be supported on it is horizontally-supported（8）On；
Every vertical supporting（9）With it is corresponding horizontally-supported（8）Between parallel interval be connected with one group of diagonal brace（11）；The diagonal brace
（11）Upper end be supported on vertical supporting（9）Upper, diagonal brace（11）Lower end be supported on it is horizontally-supported（8）On.
2. wall form ruggedized construction according to claim 1, it is characterised in that：The horizontal strut（6）Have several groups,
Vertically parallel interval is arranged in support pile（1）With form surfacing（2）Between；Wherein, every group of horizontal strut（6）It is longitudinally parallel
Interval setting, and two groups of neighbouring horizontal struts（6）Staggeredly arranged for interval.
3. wall form ruggedized construction according to claim 1, it is characterised in that：It is described horizontally-supported（8）Pass through anchoring
Part（12）It is anchored at structural floor（10）On；The anchoring piece（12）It is threaded through horizontally-supported（8）In, and anchoring piece（12）'s
Lower end is embedded in structural floor（10）In.
4. wall form ruggedized construction according to claim 1, it is characterised in that：The vertical supporting（9）It is upper, corresponding oblique
Support（11）The first connecting plate is equipped at link position（13）；The diagonal brace（11）Upper end be detachably connected on the first connecting plate
（13）On.
5. wall form ruggedized construction according to claim 4, it is characterised in that：It is described horizontally-supported（8）It is upper, corresponding oblique
Support（11）The second connecting plate is equipped at link position（14）；The diagonal brace（11）Upper end be detachably connected on the second connecting plate
（14）On.
6. wall form ruggedized construction according to claim 1, it is characterised in that：In every group of diagonal brace（11）Between be also connected with
There are one braces（15）；The brace（15）Inclined direction and one group of diagonal brace（11）Inclined direction it is opposite.
7. wall form ruggedized construction according to claim 1, it is characterised in that：The built-in fitting（7）It include one group
Longitudinally parallel interval is embedded in horizontally-supported（8）The montant of end（7.1）And one be connected to one group of montant（7.1）Middle part
Between horizon bar（7.2）；The horizon bar（7.2）Positioned at horizontally-supported（8）At endface position.
8. wall form ruggedized construction according to claim 1, it is characterised in that：The vertical keel（3）By channel steel or
Person's I-steel is made；The horizontal keel（4）For double steel pipe keel.
9. wall form ruggedized construction according to claim 8, it is characterised in that：The connection component includes screw rod
（16）, inner nut（17）, mountain type card（18）And outer nut（19）；The screw rod（16）It is through double steel pipe keel and template face successively
Plate（2）In；The inner nut（17）It is set in screw rod（16）On, and it is fixed on form surfacing（2）Medial surface on；The mountain
Type card（18）It is set in screw rod（16）, and pass through outer nut（19）It is fixed on double steel pipe keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820164643.3U CN207905350U (en) | 2018-01-31 | 2018-01-31 | Wall form reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820164643.3U CN207905350U (en) | 2018-01-31 | 2018-01-31 | Wall form reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207905350U true CN207905350U (en) | 2018-09-25 |
Family
ID=63562538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820164643.3U Expired - Fee Related CN207905350U (en) | 2018-01-31 | 2018-01-31 | Wall form reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207905350U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441577A (en) * | 2020-04-17 | 2020-07-24 | 中建一局集团第一建筑有限公司 | Reinforcing structure and method for ultra-thick cantilever plate side mold |
| CN112962663A (en) * | 2021-01-07 | 2021-06-15 | 司顺生 | Construction method for narrow outer enclosure space of deep foundation |
| CN114086758A (en) * | 2021-11-25 | 2022-02-25 | 北京住总集团有限责任公司工程总承包二部 | Loose-spliced bare concrete arc wall formwork and installation method thereof |
| CN114961236A (en) * | 2022-05-23 | 2022-08-30 | 中建一局集团第二建筑有限公司 | Angle-adjustable inclined plate type parapet wall formwork system and construction method thereof |
-
2018
- 2018-01-31 CN CN201820164643.3U patent/CN207905350U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441577A (en) * | 2020-04-17 | 2020-07-24 | 中建一局集团第一建筑有限公司 | Reinforcing structure and method for ultra-thick cantilever plate side mold |
| CN112962663A (en) * | 2021-01-07 | 2021-06-15 | 司顺生 | Construction method for narrow outer enclosure space of deep foundation |
| CN114086758A (en) * | 2021-11-25 | 2022-02-25 | 北京住总集团有限责任公司工程总承包二部 | Loose-spliced bare concrete arc wall formwork and installation method thereof |
| CN114961236A (en) * | 2022-05-23 | 2022-08-30 | 中建一局集团第二建筑有限公司 | Angle-adjustable inclined plate type parapet wall formwork system and construction method thereof |
| CN114961236B (en) * | 2022-05-23 | 2024-05-14 | 中建一局集团第二建筑有限公司 | Inclined plate parapet template system with adjustable angle and construction method thereof |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180925 Termination date: 20190131 |
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| CF01 | Termination of patent right due to non-payment of annual fee |