CN206529796U - A kind of outer wall formwork of basement installs strengthening construction platform - Google Patents
A kind of outer wall formwork of basement installs strengthening construction platform Download PDFInfo
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- CN206529796U CN206529796U CN201720177966.1U CN201720177966U CN206529796U CN 206529796 U CN206529796 U CN 206529796U CN 201720177966 U CN201720177966 U CN 201720177966U CN 206529796 U CN206529796 U CN 206529796U
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Abstract
Strengthening construction platform is installed the utility model discloses a kind of outer wall formwork of basement, the vertical vertical rod of a row between outer wall of basement and foundation ditch inwall is arranged in including vertically arranged and horizontal interval, being horizontally disposed with vertical vertical rod has multiple rows of hyphen bar being intervally arranged along the vertical direction, hyphen bar one end is weldingly fixed on the outer wall of basement water-proof bolt outer end poured, the other end is anchored on foundation ditch inwall, often direction of the row hyphen bar upper surface along horizontal vertical, which is overlapped, is provided with the first long transverse lever and the second long transverse lever, first long transverse lever and the second long transverse lever surface are equipped with bamboo yoke plate.The utility model has simple in construction, good reliability, safe, the advantages of convenient to disassembly, is highly suitable for the model sheetinstallat strengthening construction on outer wall of basement top.
Description
Technical field
The utility model belongs to building foundation engineering construction field, and in particular to a kind of outer wall formwork of basement, which is installed, to be reinforced
Operation platform.
Background technology
With expanding economy and the sustainable growth of population, land resource increasingly seems urgent.University is promoted from religion
Educating land used is commercialized land used transition to half Educational Return land used half, therewith it is adjoint be substantial amounts of comprehensive commercial mansion such as rain after
Emitted as spring bamboo out.But commercial mansion will not only meet the land for teaching requirement of school, and to meet business
The benefit requirement of profit, so commercial mansion addressing typically can be all selected in close city road side, so as to largely increase
The difficulty of construction, and Deep Foundation Pit construction is more intended to excavate without fertile groove.
Building foundation pit refers to that the outer foundation ditch inwall of building basement exterior wall does not scrape out slope without fertile groove excavation construction method,
And in vertical state so that the narrow building foundation pit construction method of the operating space ratio of outer wall of basement and foundation ditch crater wall.One
As building foundation waterproof construction, it is necessary to outer wall of basement outer surface set waterproof roll, then layer protective layer is set again,
Construction foundation working is backfilled again after finishing.But take means the operating space of barricade and foundation ditch crater wall without fertile groove excavation technology
Narrow and small, basement waterproofing is without constructing operation face, and difficulty of construction is larger.Traditional self-adhering polymer waterproof coiled material construction, is needed
Do moulding wall, and using single side formwork construction, therefore to there is long in time limit, costly, difficulty of construction big for this existing waterproof technique
Etc. defect.
In order to solve the above problems, applicant considers a kind of building foundation waterproof construction method of design, wherein in basement
When exterior wall is poured, PNC waterproof materials are added using in use concrete is being poured（Splash interior biography waterproof material）Mode realize pair
The construction of outer wall of basement waterproof.But because this outer wall of basement and the operating space of foundation ditch crater wall are narrow and small, when wall height
During more than workman's height, it is difficult to overlap the scaffold of ordinary construction and reinforced with realizing that the outer wall formwork of basement of top is installed.
Therefore need a kind of simple in construction, good reliability of special design, safe, convenient to disassembly outer wall of basement
Model sheetinstallat strengthening construction platform, to facilitate the model sheetinstallat strengthening construction on outer wall of basement top.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is：How a kind of knot is provided
Structure is simple, and good reliability is safe, and outer wall formwork of basement convenient to disassembly installs strengthening construction platform, with convenient
The model sheetinstallat strengthening construction on outer wall of basement top.
In order to solve the above-mentioned technical problem, the utility model employs following technical scheme：
A kind of outer wall formwork of basement installs strengthening construction platform, including vertically arranged and horizontal interval is arranged in basement
It is horizontally disposed with the vertical vertical rod of a row between exterior wall and foundation ditch inwall, vertical vertical rod to have and multiple rows of is intervally arranged along the vertical direction
Hyphen bar, hyphen bar one end is weldingly fixed on the outer wall of basement water-proof bolt outer end poured, and the other end is anchored in foundation ditch
On wall, fixed between hyphen bar and vertical vertical rod using fastener, often arrange direction of the hyphen bar upper surface along horizontal vertical and overlap
The first long transverse lever and the second long transverse lever are provided with, the first long transverse lever and the second long transverse lever are intervally arranged and its length direction and underground
Room exterior wall length direction is consistent, and the first long transverse lever and the second long transverse lever are each fixed between hyphen bar using fastener, the first length
Cross bar and the second long transverse lever surface are equipped with bamboo yoke plate.
So, hyphen bar is as the brace foundation of platform, and one end is anchored in foundation ditch inwall, and the other end is fixedly welded on sealing
Bolt, then support is realized by the simple single vertical vertical rod in middle part, simple structure ensure that the stability of support, while by
Only have single in vertical vertical rod and connected using fastener and hyphen bar, therefore interference will not be produced, the equal extremely convenient of installing/dismounting is fast
It is prompt.Two long transverse levers and the bamboo yoke plate of laying set are simple in construction, and facilitate workman to be walked thereon, improve security.
As optimization, length direction of the ground along outer wall of basement also level is laid between outer wall of basement and foundation ditch inwall
There is support baseboard, support baseboard upper surface is arranged at intervals with installation groove, the vertical vertical rod along outer wall of basement length direction
Lower end correspondence is plugged in installation groove.So, facilitate the installation of vertical vertical rod to position, put down while support baseboard improves construction
Platform lower end load area, it is to avoid vertical vertical rod lower end is absorbed in soil and influences operation platform stability.
As optimization, the hyphen bar, the first long transverse lever and the second long transverse lever are obtained using φ 48 × 3.0 steel pipe,
With with low cost, easy construction, reliable and stable advantage.
As optimization, the height distance between adjacent two rows hyphen bar is 1.5 meters, often per adjacent two between row's hyphen bar
1.2 meters of hyphen bar level interval；The size can both ensure the overall structural soundness of operation platform, will not waste too much again
Material, saves and is climbed up and over above and below cost, and very convenient workman.
As optimization, hyphen bar one end is anchored into foundation ditch inwall 30cm；The size can both reduce the difficulty of anchoring.It is convenient
Construction, ensure that the reliability of anchoring load-bearing again.
As optimization, the vertical vertical rod is obtained by many φ 48 × 3.0 steel pipe docking, and joint, which is used, has interior spiral shell
The sleeve of line and the external screw thread of steel tube end part coordinate the fixation that achieves a butt joint.So, when outer wall of basement height is higher, Ke Yiyou
Many steel pipe docking obtain vertical vertical rod, are connected and coordinated using bush whorl, it is ensured that the convenient and swift and reliability of docking.
As optimization, the vertical vertical rod is disposed adjacent with close to the first long transverse lever of foundation ditch inwall.Because hyphen
Bar and foundation ditch inwall are fixed for the mode of anchoring, and the hyphen bar other end is is welded on water-proof bolt, after the former steadiness is not so good as
Person, therefore vertical vertical rod is disposed in proximity into the former position, can preferably improve the integrally-built stability of operation platform and can
By property.
In summary, the utility model has simple in construction, good reliability, safe, the advantages of convenient to disassembly,
It is highly suitable for the model sheetinstallat strengthening construction on outer wall of basement top.
Brief description of the drawings
During Fig. 1 is embodiment, the outer wall formwork of basement of use installs the side view of strengthening construction platform.
Fig. 2 is the top view that lower outdoor wall form installs strengthening construction platform as shown in Figure 1.
Embodiment
With reference to embodiment and accompanying drawing, the utility model is described in further detail.
Embodiment：
A kind of outer wall formwork of basement installs strengthening construction platform, using shown in Fig. 1-Fig. 2, including vertically arranged and level
Being horizontally disposed with the vertical vertical rod 13 of a row being intervally arranged between outer wall of basement 11 and foundation ditch inwall 12, vertical vertical rod 13 has
Multiple rows of hyphen bar 14 being intervally arranged along the vertical direction, the one end of hyphen bar 14 is weldingly fixed on the outer wall of basement sealing poured
Bolt outer end 15, the other end is anchored on foundation ditch inwall 12, is fixed, is often arranged using fastener between hyphen bar 14 and vertical vertical rod 13
Direction of the upper surface of hyphen bar 14 along horizontal vertical, which is overlapped, is provided with the first long transverse lever 16 and the second long transverse lever 17, and the first length is horizontal
Bar 16 is intervally arranged with the second long transverse lever 17 and its length direction is consistent with outer wall of basement length direction, the first long transverse lever and
Two long transverse levers are each fixed between hyphen bar using fastener, and the first long transverse lever and the second long transverse lever surface are equipped with bamboo yoke plate
18。
So, hyphen bar is as the brace foundation of platform, and one end is anchored in foundation ditch inwall, and the other end is fixedly welded on sealing
Bolt, then support is realized by the simple single vertical vertical rod in middle part, simple structure ensure that the stability of support, while by
Only have single in vertical vertical rod and connected using fastener and hyphen bar, therefore interference will not be produced, the equal extremely convenient of installing/dismounting is fast
It is prompt.Two long transverse levers and the bamboo yoke plate of laying set are simple in construction, and facilitate workman to be walked thereon, improve security.
In present embodiment, length direction of the ground along outer wall of basement also level between outer wall of basement and foundation ditch inwall
Support baseboard 19 is equipped with, support baseboard upper surface is arranged at intervals with installation groove along outer wall of basement length direction, described perpendicular
It is plugged on to vertical rod lower end correspondence in installation groove.So, the installation of vertical vertical rod is facilitated to position, while support baseboard is improved
Operation platform lower end load area, it is to avoid vertical vertical rod lower end is absorbed in soil and influences operation platform stability.
In present embodiment, the hyphen bar 14, the first long transverse lever 16 and the second long transverse lever 17 are using φ's 48 × 3.0
Steel pipe is obtained, with low cost, easy construction, reliable and stable advantage.
In present embodiment, the height distance between adjacent two rows hyphen bar is 1.5 meters, often per adjacent between row's hyphen bar
Two 1.2 meters of hyphen bar level intervals；The size can both ensure the overall structural soundness of operation platform, again will not be too much
Waste of materials, saves and is climbed up and over above and below cost, and very convenient workman.
In present embodiment, hyphen bar one end is anchored into foundation ditch inwall 30cm；The size can both reduce the difficulty of anchoring.
Convenient construction, ensure that the reliability of anchoring load-bearing again.
During implementation, when outer wall of basement height it is higher when, the vertical vertical rod 13 can by many φ 48 × 3.0 steel pipe
Docking is obtained, and joint coordinates the fixation that achieves a butt joint using the external screw thread for having female sleeve and steel tube end part.So, when
When outer wall of basement height is higher, vertical vertical rod can be obtained by the docking of many steel pipes, be connected and coordinated using bush whorl, can be with
Ensure the convenient and swift and reliability of docking.
During implementation, the vertical vertical rod is disposed adjacent with close to the first long transverse lever of foundation ditch inwall.Can preferably it improve
The integrally-built stability of operation platform and reliability.
Claims (7)
1. a kind of outer wall formwork of basement installs strengthening construction platform, it is characterised in that arranged including vertically arranged and horizontal interval
In the vertical vertical rod of a row of the cloth between outer wall of basement and foundation ditch inwall, vertical vertical rod be horizontally disposed with have it is multiple rows of along the vertical direction
The hyphen bar being intervally arranged, hyphen bar one end is weldingly fixed on the outer wall of basement water-proof bolt outer end poured, other end anchor
Gu on foundation ditch inwall, being fixed between hyphen bar and vertical vertical rod using fastener, hyphen bar upper surface is often arranged along horizontal vertical
Direction, which is overlapped, is provided with the first long transverse lever and the second long transverse lever, and the first long transverse lever and the second long transverse lever are intervally arranged and its length
Direction is consistent with outer wall of basement length direction, and the first long transverse lever and the second long transverse lever are each solid using fastener between hyphen bar
Fixed, the first long transverse lever and the second long transverse lever surface are equipped with bamboo yoke plate.
2. outer wall formwork of basement as claimed in claim 1 installs strengthening construction platform, it is characterised in that outer wall of basement and
Length direction of the ground along outer wall of basement also level is equipped with support baseboard, support baseboard upper surface edge ground between foundation ditch inwall
Lower room exterior wall length direction is arranged at intervals with installation groove, and the vertical vertical rod lower end correspondence is plugged in installation groove.
3. outer wall formwork of basement as claimed in claim 1 installs strengthening construction platform, it is characterised in that the hyphen bar,
First long transverse lever and the second long transverse lever are obtained using φ 48 × 3.0 steel pipe.
4. outer wall formwork of basement as claimed in claim 1 installs strengthening construction platform, it is characterised in that adjacent two rows hyphen
Height distance between bar is 1.5 meters, often arranges every adjacent 1.2 meters of two hyphen bars level interval between hyphen bar.
5. outer wall formwork of basement as claimed in claim 1 installs strengthening construction platform, it is characterised in that hyphen bar one end anchor
Admittedly enter foundation ditch inwall 30cm.
6. outer wall formwork of basement as claimed in claim 1 installs strengthening construction platform, it is characterised in that the vertical vertical rod
Obtained by many φ 48 × 3.0 steel pipe docking, joint is matched somebody with somebody using the external screw thread for having female sleeve and steel tube end part
Conjunction achieves a butt joint fixation.
7. outer wall formwork of basement as claimed in claim 1 installs strengthening construction platform, it is characterised in that the vertical vertical rod
It is disposed adjacent with close to the first long transverse lever of foundation ditch inwall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720177966.1U CN206529796U (en) | 2017-02-27 | 2017-02-27 | A kind of outer wall formwork of basement installs strengthening construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720177966.1U CN206529796U (en) | 2017-02-27 | 2017-02-27 | A kind of outer wall formwork of basement installs strengthening construction platform |
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| Publication Number | Publication Date |
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| CN206529796U true CN206529796U (en) | 2017-09-29 |
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| CN201720177966.1U Active CN206529796U (en) | 2017-02-27 | 2017-02-27 | A kind of outer wall formwork of basement installs strengthening construction platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086761A (en) * | 2021-10-11 | 2022-02-25 | 中建四局土木工程有限公司 | Template supporting structure |
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2017
- 2017-02-27 CN CN201720177966.1U patent/CN206529796U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086761A (en) * | 2021-10-11 | 2022-02-25 | 中建四局土木工程有限公司 | Template supporting structure |
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