CN205421330U - A formwork support system for construction of vault underground structure engineering - Google Patents
A formwork support system for construction of vault underground structure engineering Download PDFInfo
- Publication number
- CN205421330U CN205421330U CN201520997796.2U CN201520997796U CN205421330U CN 205421330 U CN205421330 U CN 205421330U CN 201520997796 U CN201520997796 U CN 201520997796U CN 205421330 U CN205421330 U CN 205421330U
- Authority
- CN
- China
- Prior art keywords
- construction
- underground structure
- vault
- adjustable
- round victory
- 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
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Abstract
The utility model relates to a formwork support system for construction of vault underground structure engineering, its construction that is used for the underground structure engineering, it includes adjustable base, the pole of sweeping the floor, all round victory scaffold, the support of adjustable top, panel, main joist and move about freely and quickly to bridging, wherein, adjustable base supports subaerial in the underground structure engineering, the pole transverse connection that sweeps the floor is adjustable base respectively, the all round victory scaffold erects on adjustable base to be located the underground structure engineering, adjustable top is held in the palm and is installed in the both sides and the top of all round victory scaffold, its butt the panel, the panel butt is at the side wall and the roof of underground structure engineering, the main joist is connected each adjustable top and is held in the palm, move about freely and quickly to bridging cross connection on the all round victory scaffold. The utility model discloses a structural template support system simple structure, safe and reliable builds the convenience, and it is avoided trading when upwards buildding and props, and labour saving and time saving can effectively improve construction speed.
Description
[technical field]
This utility model relates to a kind of building template, is specifically related to a kind of form bracing system for the construction of vault construction of underground structure, belongs to construction engineering technical field.
[background technology]
It is known that in main structure of subway station or its accessory structure process of construction, owing to buried depth is relatively big, take support replacement working measure for ensureing that building enclosure is stably long.
At present, it is big to there is difficulty of construction in support replacement working measure in actual mechanical process, tears support difficulty open, there is bigger security risk, and efficiency of construction is low, affects construction speed and planned management of project.
Therefore, for solving above-mentioned technical problem, the form bracing system for the construction of vault construction of underground structure of a kind of innovation of necessary offer, to overcome described defect of the prior art.
[utility model content]
For solving the problems referred to above, the purpose of this utility model is to provide a kind of simple in construction, safe and reliable, builds convenient and for the construction of vault construction of underground structure form bracing system.
For achieving the above object, the technical scheme that this utility model is taked is: a kind of form bracing system for the construction of vault construction of underground structure, it is for the construction of vault construction of underground structure, and it includes adjustable base, bar of sweeping the floor, all round victory scaffold, adjustable jack, panel, main joist and vertically and horizontally bridging；Wherein, described adjustable base is supported on the ground of vault construction of underground structure；The described each adjustable base of bar lateral connection of sweeping the floor；Described all round victory scaffold is erected on adjustable base, and is positioned at vault construction of underground structure；Described adjustable jack is installed on both sides and the top of all round victory scaffold, and it abuts described panel；Described panel is connected to side wall and the top board of vault construction of underground structure；Described main joist connects each adjustable jack, and it is herringbone structure；The interconnection of described vertically and horizontally bridging is on all round victory scaffold.
Form bracing system for the construction of vault construction of underground structure of the present utility model is further arranged to: the bottom of described adjustable base is provided with cushion block, and described cushion block is padded on the ground of construction of underground structure.
Form bracing system for the construction of vault construction of underground structure of the present utility model is further arranged to: described cushion block is the lumps of wood of 100 × 50mm.
Form bracing system for the construction of vault construction of underground structure of the present utility model is further arranged to: described all round victory scaffold spacing 600 × 600 × 600mm.
Form bracing system for the construction of vault construction of underground structure of the present utility model is further arranged to: the top of described all round victory scaffold is respectively provided on two sides with some diagonal braces, and described panel supported by described diagonal brace.
Form bracing system for the construction of vault construction of underground structure of the present utility model is also configured to: described panel uses the combined steel formwork of 600mm × 1200mm × 55mm.
Compared with prior art, this utility model has the advantages that the form bracing system simple in construction for the construction of vault construction of underground structure of the present utility model, safe and reliable, build conveniently, it avoids support replacement when upwards building, time saving and energy saving, can be effectively improved speed of application.
[accompanying drawing explanation]
Fig. 1 is the form bracing system of the present utility model structural representation at construction vault construction of underground structure.
[detailed description of the invention]
Refer to shown in Figure of description 1, this utility model is a kind of form bracing system for the construction of vault construction of underground structure, it is for the construction of vault construction of underground structure 9, its by adjustable base 1, bar 2 of sweeping the floor, all round victory scaffold 3, adjustable jack 4, panel 5, main joist 6 and vertically and horizontally several parts such as bridging 7 form.
Wherein, described adjustable base 1 is supported on the ground 91 of vault construction of underground structure 9, and it can adjust height as required.The bottom of described adjustable base 1 is provided with cushion block 11, and described cushion block 11 is padded on the ground 91 of construction of underground structure 9, and it is avoided that adjustable base 1 sliding.Described cushion block 11 is the lumps of wood of 100 × 50mm.The described bar 2 each adjustable base of lateral connection 1 of sweeping the floor.
Described all round victory scaffold 3 is erected on adjustable base 1, and in Structural Engineering located underground 9.Described all round victory scaffold 3 spacing 600 × 600 × 600mm.
Described adjustable jack 4 is installed on both sides and the top of all round victory scaffold 3, and it abuts described panel 5, and it also can adjust height as required.The top of described all round victory scaffold 3 is respectively provided on two sides with some diagonal braces 8, and described panel 5 also supported by described diagonal brace 8.
Described panel 5 is connected to side wall 92 and the top board 93 of construction of underground structure 9, and it uses the combined steel formwork of 600mm × 1200mm × 55mm.
Described main joist 6 connects each adjustable jack 4, and it is herringbone structure when making the construction of underground structure 9 of vault.
The interconnection of described vertically and horizontally bridging 7 is on all round victory scaffold 3, and it can further enhance the stability of all round victory scaffold 3.
Above detailed description of the invention is only the preferred embodiment of this creation, and not in order to limit this creation, all any modification, equivalent substitution and improvement etc. done within this spirit created and principle, within should be included in the protection domain of this creation.
Claims (4)
1. the form bracing system for the construction of vault construction of underground structure, it is for the construction of vault construction of underground structure, it is characterised in that: include adjustable base, bar of sweeping the floor, all round victory scaffold, adjustable jack, panel, main joist and vertically and horizontally bridging；Wherein, described adjustable base is supported on the ground of vault construction of underground structure；The described each adjustable base of bar lateral connection of sweeping the floor；Described all round victory scaffold is erected on adjustable base, and is positioned at vault construction of underground structure；Described adjustable jack is installed on both sides and the top of all round victory scaffold, and it abuts described panel；Described panel is connected to side wall and the top board of vault construction of underground structure；Described main joist connects each adjustable jack, and it is herringbone structure；The interconnection of described vertically and horizontally bridging is on all round victory scaffold.
2. the form bracing system for the construction of vault construction of underground structure as claimed in claim 1, it is characterised in that: the bottom of described adjustable base is provided with cushion block, and described cushion block is padded on the ground of construction of underground structure.
3. the form bracing system for the construction of vault construction of underground structure as claimed in claim 1, it is characterised in that: the top of described all round victory scaffold is respectively provided on two sides with some diagonal braces, and described panel supported by described diagonal brace.
4. the form bracing system for the construction of vault construction of underground structure as claimed in claim 1, it is characterised in that: described panel uses the combined steel formwork of 600mm × 1200mm × 55mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520997796.2U CN205421330U (en) | 2015-12-07 | 2015-12-07 | A formwork support system for construction of vault underground structure engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520997796.2U CN205421330U (en) | 2015-12-07 | 2015-12-07 | A formwork support system for construction of vault underground structure engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421330U true CN205421330U (en) | 2016-08-03 |
Family
ID=56535990
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520997796.2U Expired - Fee Related CN205421330U (en) | 2015-12-07 | 2015-12-07 | A formwork support system for construction of vault underground structure engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421330U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421490A (en) * | 2015-12-25 | 2016-03-23 | 北京市政建设集团有限责任公司 | Structure formwork support system free from support replacement and construction method thereof |
| CN112922322A (en) * | 2021-02-01 | 2021-06-08 | 中建八局第三建设有限公司 | Construction method of two-way cosine three-dimensional corrugated steel plate arch-shaped supporting system |
-
2015
- 2015-12-07 CN CN201520997796.2U patent/CN205421330U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421490A (en) * | 2015-12-25 | 2016-03-23 | 北京市政建设集团有限责任公司 | Structure formwork support system free from support replacement and construction method thereof |
| CN112922322A (en) * | 2021-02-01 | 2021-06-08 | 中建八局第三建设有限公司 | Construction method of two-way cosine three-dimensional corrugated steel plate arch-shaped supporting system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160803 Termination date: 20211207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |