CN208072459U - A kind of splay angle shape support shuttering of underground pipe gallery - Google Patents
A kind of splay angle shape support shuttering of underground pipe gallery Download PDFInfo
- Publication number
- CN208072459U CN208072459U CN201820356815.7U CN201820356815U CN208072459U CN 208072459 U CN208072459 U CN 208072459U CN 201820356815 U CN201820356815 U CN 201820356815U CN 208072459 U CN208072459 U CN 208072459U
- Authority
- CN
- China
- Prior art keywords
- superimposed sheet
- wall
- pipe gallery
- underground pipe
- angle shape
- 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.)
- Active
Links
Abstract
The utility model provides a kind of splay angle shape support shuttering of underground pipe gallery, wall superimposed sheet including being vertically set on both sides, positioned at the horizontally disposed top superimposed sheet in the top of wall superimposed sheet, the top superimposed sheet is supported by supporting rack, and the wall superimposed sheet is supported by end wall bracket；The both ends of the top superimposed sheet are connect by armpit plate with the top of wall superimposed sheet respectively.The utility model is using aluminum alloy pattern plate as armpit plate, it is connect with the embedded nut on superimposed sheet by bolt, forms splay angle shape support shuttering, realize the template construction at underground pipe gallery haunch position, and the Fast Installation for facilitating template is set and is dismantled, and speed of application can be effectively accelerated.In addition, armpit plate and superimposed sheet and bolt can be repeatedly used in turn, resource has been saved.
Description
Technical field
The utility model belongs to underground pipe gallery technical field, and in particular to a kind of splay angle shape of underground pipe gallery
Support shuttering.
Background technology
Underground pipe gallery is to build in Urban Underground, for concentrating the cities such as laying electric power, communication, radio and television, water supply
The corridor body haunch design in the public tunnel of political affairs pipeline, underground pipe gallery is to meet the total bearing capacity of corridor body, and spy is in corridor
Two corner of top of body is designed to haunch, i.e., increases the area in two intersection sections simultaneously, triangle is generally made, with intersection
Structure simultaneously pour, to improve corridor body top beam both ends shear-carrying capacity, especially have impact load on top
Or the bearing capacity in the case of vibrations load.But corridor body haunch also brings inconvenience to formwork, and especially superimposed sheet assembled is applied
Work process can only often carry out formwork solution, cause efficiency low at the scene since support shuttering is not easy to carry out in factory prefabricated
Under；In addition, carrying out the formwork erection at haunch position using plank sheathing, there is reinforcing difficulty, frame body overall stability is poor；And it needs
A large amount of templates are cut, and are used in turn that number is less, and there are a large amount of wasting phenomenons in long range underground pipe gallery construction；Together
When, tears open inconvenient there is also peace, takes work consuming phenomenon.It is comprehensive for underground as China carries forward vigorously " architectural industrialization " development
The construction of conjunction piping lane is also trend of the times using prefabricated assembled technology, this problem is also just especially prominent.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of splay angle shape support shutterings of underground pipe gallery.
The technical solution of the utility model is：
A kind of splay angle shape support shuttering of underground pipe gallery, including it is vertically set on the wall superimposed sheet of both sides, it is located at
The horizontally disposed top superimposed sheet in the top of wall superimposed sheet, the top superimposed sheet are supported by supporting rack, the wall superimposed sheet by
End wall bracket is supported；The both ends of the top superimposed sheet are connect by armpit plate with the top of wall superimposed sheet respectively.
Further scheme, the wall superimposed sheet be double-layer structure, be by inner panel with outside plate by steel bar girder is connect
At；It is embedded with several embedded nuts respectively in the inner panel of the top superimposed sheet and wall superimposed sheet；The armpit plate passes through bolt point
It is not connect with the embedded nut on the inner panel for pushing up superimposed sheet, wall superimposed sheet.
The material of further scheme, the armpit plate is aluminium, includes the horizontal segment and vertical section for connection, the horizontal segment
It is connected by arc linkage section between vertical section.
The top of further scheme, support frame as described above is supported top superimposed sheet by support jacking, the diagonal brace
The top of frame is connect by bolt with the embedded nut on the inner panel of wall superimposed sheet.
Supporting rack and end wall bracket in the utility model are existing, their bottom ends are integrally fixed on ground, support
The strut of frame and end wall bracket is scalable, to adapt to the space size of different piping lanes.
The utility model, as armpit plate, is embedded with embedded nut, armpit plate is by bolt and folds using aluminum alloy pattern plate in superimposed sheet
Embedded nut connection on plywood, forms splay angle shape support shuttering, the template for realizing underground pipe gallery haunch position is applied
Work, and the Fast Installation for facilitating template is set and is dismantled, and speed of application can be effectively accelerated.In addition, armpit plate and superimposed sheet and spiral shell
Bolt can be repeatedly used in turn, and save resource, while haunch shaping structures are superior in quality.
The support shuttering of the utility model is easy to process, simple structure, it is highly practical, there is popularizing value；Simultaneously
Optimize reinforcing mode, reduce technology and security risk, template is more firmly mounted, rationally, good economy performance.In addition, it is pacified
Assembled piping lane construction can effectively be coordinated by tearing quick, reuse rate height open, push the hair of piping lane prefabrication industrialization
Exhibition.
Description of the drawings
Fig. 1 is the utility model structure diagram,
Fig. 2 is the portions A enlarged diagram in Fig. 1,
Fig. 3 is the structural schematic diagram that superimposed sheet is pushed up in the utility model,
Fig. 4 is the structural schematic diagram of armpit plate in the utility model.
In figure：1- wall superimposed sheets, 2- steel bar girders, the tops 3- superimposed sheet, 4- armpit plates, 4.1- horizontal segments, 4.2- linkage sections,
4.3- vertical section；5- supporting racks, 6- end wall brackets, 7- pier studs, 8- bolts, 9- embedded nuts, 10- coagulation provincialisms.
Specific implementation mode
As shown in Figs. 1-2, the splay angle shape support shuttering of a kind of underground pipe gallery, including it is vertically set on the wall of both sides
Superimposed sheet 1, is located at the horizontally disposed top superimposed sheet 3 in top of wall superimposed sheet 1, and the top superimposed sheet 3 is propped up by supporting rack 5
Support, the wall superimposed sheet 1 are supported by end wall bracket 6；The both ends of the top superimposed sheet 3 pass through armpit plate 4 and wall superimposed sheet 1 respectively
Top connection.
As shown in Figs. 1-3, the wall superimposed sheet 1 is double-layer structure, is connect by steel bar girder 2 with outside plate by inner panel
It forms；It is embedded with several embedded nuts 9 respectively in the inner panel of top superimposed sheet 3 and wall superimposed sheet 1；The armpit plate 4 passes through bolt 8
It is connect respectively with the embedded nut 9 on the inner panel for pushing up superimposed sheet 3, wall superimposed sheet 1.
The top of further scheme, support frame as described above 5 is supported top superimposed sheet 3 by support jacking, described oblique
The top of support 6 is connect by bolt 8 with the embedded nut 9 on the inner panel of wall superimposed sheet 1.
As shown in figure 4, the material of armpit plate 4 is aluminium, include the horizontal segment 4.1 and vertical section 4.3 for connection, the level
It is connected by arc linkage section 4.2 between section 4.1 and vertical section 4.3.
When in use, first vertically disposed wall superimposed sheet 1 each on it need to encircle the pier stud 7 for building piping lane both sides, is used the present apparatus
End wall bracket 6 supports；Positioned at the one top superimposed sheet 3 of top by-level setting of two wall superimposed sheets 1, with supporting rack 5
It supports；Then use aluminum armpit plate 4 that will push up the both ends top with the inner panel of two wall superimposed sheets 1 respectively of superimposed sheet 3
An entirety is formed using being bolted.Pushing up coagulation is formed between the top of superimposed sheet 3, the inner and outer plates of wall superimposed sheet 1
Provincialism 10 is used for casting concrete, supporting rack 5 and end wall bracket 6 is first removed after molding, then by demounting bolt 8, by wall superimposed sheet
1, top superimposed sheet 3, armpit plate 4 etc. disassemble reusable；Piping lane is formed after solidification.
It such as connects arch and builds two piping lanes to connect together, ditto build side by side, the wall superimposed sheet of a centre can be shared.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (4)
1. a kind of splay angle shape support shuttering of underground pipe gallery, including it is vertically set on the wall superimposed sheet of both sides（1）, special
Sign is：Positioned at wall superimposed sheet（1）The horizontally disposed top superimposed sheet in top（3）, the top superimposed sheet（3）By supporting rack（5）
It is supported, the wall superimposed sheet（1）By end wall bracket（6）It is supported；The top superimposed sheet（3）Both ends pass through armpit plate respectively
（4）With wall superimposed sheet（1）Top connection.
2. a kind of splay angle shape support shuttering of underground pipe gallery according to claim 1, it is characterised in that：The wall
Superimposed sheet（1）It is that steel bar girder is passed through by inner panel and outside plate for double-layer structure（2）It is formed by connecting；The top superimposed sheet（3）With
Wall superimposed sheet（1）Inner panel in be embedded with several embedded nuts respectively（9）；The armpit plate（4）Pass through bolt（8）Respectively with top
Superimposed sheet（3）, wall superimposed sheet（1）Inner panel on embedded nut（9）Connection.
3. a kind of splay angle shape support shuttering of underground pipe gallery according to claim 1, it is characterised in that：The armpit
Plate（4）Material be aluminium comprising for connection horizontal segment（4.1）And vertical section（4.3）, the horizontal segment（4.1）With hang down
Straight section（4.3）Between pass through arc linkage section（4.2）Connection.
4. a kind of splay angle shape support shuttering of underground pipe gallery according to claim 2, it is characterised in that：The branch
Support（5）Top by support jacking to push up superimposed sheet（3）It is supported, the end wall bracket（6）Top pass through bolt（8）
With wall superimposed sheet（1）Inner panel on embedded nut（9）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820356815.7U CN208072459U (en) | 2018-03-15 | 2018-03-15 | A kind of splay angle shape support shuttering of underground pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820356815.7U CN208072459U (en) | 2018-03-15 | 2018-03-15 | A kind of splay angle shape support shuttering of underground pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208072459U true CN208072459U (en) | 2018-11-09 |
Family
ID=64046109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820356815.7U Active CN208072459U (en) | 2018-03-15 | 2018-03-15 | A kind of splay angle shape support shuttering of underground pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208072459U (en) |
-
2018
- 2018-03-15 CN CN201820356815.7U patent/CN208072459U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN201762663U (en) | Reinforced concrete superposed beam wing board support | |
| CN205576747U (en) | Cast -in -place panel braced system of U type roof beam | |
| CN105275203B (en) | Extensible canopy and the adjustable die system and the construction method of the mould bases using its making | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN207315404U (en) | Municipal tunnel big cross section culvert and piping lane trolley | |
| CN203783243U (en) | Fabricated barrier | |
| CN208072459U (en) | A kind of splay angle shape support shuttering of underground pipe gallery | |
| CN102733599A (en) | Fastener type steel pipe scaffold framework support applicable to steel reinforced concrete beam | |
| CN214993171U (en) | Bridge bent cap construction is with assembled sectional shelf-unit platform | |
| CN207988486U (en) | A kind of packaged type frame structure wall template system | |
| CN216586226U (en) | Large-scale concrete drainage box culvert roof suspension type template support | |
| CN206233115U (en) | A kind of supporting bracket of bridge construction | |
| CN213268892U (en) | Post-cast strip connection structure is supported to casing string | |
| CN205712733U (en) | Super-section strengthening concrete conversion beam formwork system | |
| CN211473320U (en) | Tool type external hanging rack for corridor | |
| CN112709162A (en) | Large-span thin-wall concrete sound barrier pouring trolley | |
| CN202031323U (en) | Multifunctional reinforcing plate of reinforced concrete early-disassembled beam template system | |
| CN110952765A (en) | Formwork supporting platform for shear wall high-altitude concrete cantilever structure and assembling method of formwork supporting platform | |
| CN205224579U (en) | Steel framework template and self -supporting truss board combination concrete quick detach system | |
| CN216194083U (en) | Box girder template convenient to dismantle transportation | |
| CN215052146U (en) | Walking type operation platform adopting continuous box girder flange plates | |
| CN217175696U (en) | Laminated floor slab formwork system | |
| CN205531674U (en) | Strenghthened type subway deep basal pit barricade | |
| CN205531314U (en) | Slab form system in multilayer steel structure building house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |