CN202370248U - Support structure for high cavity capping construction - Google Patents
Support structure for high cavity capping construction Download PDFInfo
- Publication number
- CN202370248U CN202370248U CN2011205477061U CN201120547706U CN202370248U CN 202370248 U CN202370248 U CN 202370248U CN 2011205477061 U CN2011205477061 U CN 2011205477061U CN 201120547706 U CN201120547706 U CN 201120547706U CN 202370248 U CN202370248 U CN 202370248U
- Authority
- CN
- China
- Prior art keywords
- truss
- construction
- high cavity
- truss frame
- support 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
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A support structure for high cavity capping construction comprises pre-buried profiled bars, truss frame support saddles and truss frame supports, wherein the truss frame support saddles are connected with the pre-buried profiled bars; and the ends of the top chords of the truss frame supports are respectively mounted on the truss frame support saddles. The support structure for high cavity capping construction, provided by the utility model, is safer than a full high bent frame structure, is simple, safe and convenient in construction and can save a great amount of material investment cost.
Description
Technical field
The utility model relates to a kind of braced structures that high cavity binds and constructs that is used for.
Background technology
In the water power construction, the full hall of high cavity framed bent is set up difficulty, and difficulty of construction is big, has certain potential safety hazard again.
Summary of the invention
The purpose of the utility model is exactly that a kind of braced structures that high cavity binds and constructs that is used for will be provided, and is used to solve the full hall of a high cavity framed bent and sets up difficulty, the problem that the constructing operation that binds difficulty is big.
The purpose of the utility model is achieved in that a kind of braced structures that high cavity binds and constructs that is used for; Comprise pre-buried shaped steel, truss bearing and truss support; The pre-buried shaped steel of truss bearing connects, and the two ends of winding up of truss 4 truss support are installed in respectively on the truss bearing.
The utility model provides is used for the bind braced structures of construction of high cavity, and than the high bent structure safety of full hall, construction is simple, can save wide variety of materials again and drop into expense, and construction safety is convenient.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is described further.
Fig. 1 is the structural representation of the utility model.
The specific embodiment
The structure of the utility model is as shown in Figure 1: a kind of be used for high cavity bind the construction braced structures; Comprise pre-buried shaped steel 1, truss bearing 2 and truss support 3; Truss bearing 2 is connected with pre-buried shaped steel 1, and the two ends of winding up of the truss support 3 of truss 4 are installed in respectively on the truss bearing 2.
The installation steps of the utility model are following:
(1) last position in storehouse truss bearing is pre-buried
When construct in last storehouse, pre-buried shaped steel 1 is installed, truss bearing 2 is connected with pre-buried shaped steel 1, and truss bearing 2 adopts worker 20a i iron.
(2) truss 4 system peaces
Steel truss makes, antirust, transportation, install and must meet current national standard " code for acceptance of construction quality of steel structures " GB50205-2001.
(3) template is installed
After framed bent and truss install, carry out the installation of template.Template adopts the assembly unit of combined steel formwork Parallel to the flow direction.The truss top is followed successively by the lumps of wood (Parallel to the flow direction, spacing 0.5m), φ 48 * 3.5 steel pipes (Transverse to the flow direction, spacing 0.5m) and the combined steel formwork (Parallel to the flow direction) of thick timber wedge of 5cm (leveling effect), 14cm * 10cm.
Claims (1)
1. one kind is used for the braced structures that high cavity binds and constructs; Comprise pre-buried shaped steel (1), truss bearing (2) and truss (3); It is characterized in that: the pre-buried shaped steel of truss bearing (2) (1) connects, and the two ends of winding up of the truss support (3) of truss (4) are installed in respectively on the truss bearing (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011205477061U CN202370248U (en) | 2011-12-24 | 2011-12-24 | Support structure for high cavity capping construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011205477061U CN202370248U (en) | 2011-12-24 | 2011-12-24 | Support structure for high cavity capping construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202370248U true CN202370248U (en) | 2012-08-08 |
Family
ID=46593955
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011205477061U Expired - Fee Related CN202370248U (en) | 2011-12-24 | 2011-12-24 | Support structure for high cavity capping construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202370248U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107268998A (en) * | 2017-08-11 | 2017-10-20 | 中国化学工程第六建设有限公司 | High-supported formwork |
-
2011
- 2011-12-24 CN CN2011205477061U patent/CN202370248U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107268998A (en) * | 2017-08-11 | 2017-10-20 | 中国化学工程第六建设有限公司 | High-supported formwork |
CN107268998B (en) * | 2017-08-11 | 2019-05-07 | 中国化学工程第六建设有限公司 | High-supported formwork |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204983171U (en) | Prefabricated post connecting device | |
CN102080384B (en) | Construction method for mounting lifter on top plate of underground parking garage | |
CN203050097U (en) | Cast-in-place slab beam frame | |
CN202831643U (en) | Combined type concrete chute | |
CN204418510U (en) | Floor support plate steel bar girder structure | |
CN202370248U (en) | Support structure for high cavity capping construction | |
CN202324567U (en) | Moving type large-scale operation platform | |
CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
CN202467155U (en) | Retractable scaffold pedal | |
CN204662804U (en) | A kind of assembled steel structure stair | |
CN202627543U (en) | Frame beam main reinforcement fixing device | |
CN202440833U (en) | Structure for supporting construction elevator base on top plate of basement | |
CN202990407U (en) | Quick-release scaffold | |
CN202284359U (en) | Steel structure concrete support beam | |
CN205063026U (en) | Basement frame | |
CN204781520U (en) | Detachable die block steel bar truss building carrier plate | |
CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
CN203361596U (en) | Auxiliary support of integrated lifting operation platform | |
CN202705932U (en) | T-beam reinforced hanger frame structure | |
CN202390763U (en) | Concrete structure template supporting frame for bridge V-type pier | |
CN202745452U (en) | Mold support device using foundation slab to reserved rebars | |
CN204826636U (en) | Simple beam ear picking and shaping support | |
CN202139845U (en) | Steel skeleton column supporting template of large-span steel reinforced concrete roof truss | |
CN203393843U (en) | Roof truss and column rigid connection jacking structure | |
CN202706324U (en) | Fabricated building precast beam with safety belt tying and hanging device |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120808 Termination date: 20201224 |