CN207079916U - A kind of adjustable tie ruggedized construction - Google Patents
A kind of adjustable tie ruggedized construction Download PDFInfo
- Publication number
- CN207079916U CN207079916U CN201720861596.3U CN201720861596U CN207079916U CN 207079916 U CN207079916 U CN 207079916U CN 201720861596 U CN201720861596 U CN 201720861596U CN 207079916 U CN207079916 U CN 207079916U
- Authority
- CN
- China
- Prior art keywords
- veneer
- model
- column
- main body
- tie
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
It the utility model is related to a kind of adjustable tie ruggedized construction, enclose to be formed on square column periphery in model of the column, under be arranged at intervals with it is multigroup annular around model of the column tie component, each group of tie component forms by four pieces of end to end veneers, veneer includes main body, spacing hanging plate, wedge-shaped inserted block and stopper slot, the main body of veneer is a straight rectangular panel body, the spacing hanging plate that 180 ° of bendings are formed is formed with one end of veneer, the limiting plate is hung interval and the body thickness of veneer between the main body of veneer and matched, spacing hanging plate is used for the spacing main body for catching on another veneer;The main body opposite side of veneer is formed with multiple stopper slots, and stopper slot is used to be embedded in wedge-shaped inserted block.The utility model is easy to operate, and cost is cheap, and solid and reliable, supports accurate positioning, completes convenient dismounting after construction, can be with repeated multiple times use, cost-effective, accelerating construction progress.
Description
Technical field
The utility model belongs to building construction technology, specifically a kind of adjustable tie ruggedized construction.
Background technology
In architectural engineering, tie is needed to use accurately to be limited in construction location in the casting and constructing of structural upright
Position, ensure the size and intensity of structural column.Traditional tie is to be fixedly mounted with rough ground in the periphery of post mould, on rough ground outer ring,
Lower interval installation multi-turn tie.At present, tie generally use round steel pipe or the square frame structure of the affixed formation of square tube head and the tail.Chi
It is very little be it is fixed, installation and manufacture craft it is relatively time-consuming, construction speed is slow.
Utility model content
The purpose of this utility model is in place of overcome the deficiencies in the prior art, there is provided a kind of simple in construction, design science,
Easy to operation, firm and durable adjustable tie ruggedized construction.
The utility model solves its technical problem and takes following technical scheme to realize:
A kind of adjustable tie ruggedized construction, enclose to form that square column periphery is upper and lower to be arranged at intervals with model of the column
Tie component of multigroup annular around model of the column;It is characterized in that:Each group of tie component is by four pieces of end to end veneers
Composition, veneer include main body, spacing hanging plate, wedge-shaped inserted block and stopper slot, and the main body of veneer is a straight rectangular panel body, in list
One end of plate is formed with the spacing hanging plate that 180 ° of bendings are formed, and spacing hanging plate is used for the spacing main body for catching on another veneer;Veneer
Main body opposite side is formed with multiple stopper slots, and stopper slot is used to be embedded in wedge-shaped inserted block.
Moreover, the stopper slot is spaced two row, multiple stopper slots uniformly at intervals are formed with per a line, and
The stopper slot stagger arrangement of two row is set.
Moreover, the model of the column on four side encloses the casting space to form square column, connect on the inside of model of the column
Be connected to split bolt, four while four while model of the column outer wall and tie between be fixed with a plurality of be vertically arranged uniformly at intervals
The lumps of wood.
The advantages of the utility model and good effect are:
The utility model is easy to operate, and cost is cheap, and solid and reliable, supports accurate positioning, and it is convenient after constructing to complete
Remove, can be with repeated multiple times use, cost-effective, accelerating construction progress.
Brief description of the drawings
Fig. 1 is the single plate structure of tie of the present utility model;
Fig. 2 is Fig. 1 top view;
Fig. 3 is column section schematic top plan view;
Fig. 4 is the elevational schematic view of column.
Embodiment
Below in conjunction with the accompanying drawings and the utility model is described in further detail by specific embodiment, and following examples are simply retouched
The property stated, be not limited, it is impossible to limit the scope of protection of the utility model with this.
A kind of adjustable tie ruggedized construction, the model of the column 6 on four sides enclose the casting space 8 to form square column,
Split bolt 7 is connected with the inside of model of the column, the panel outer wall on four sides is fixed with a plurality of side being vertically arranged uniformly at intervals
Wood 5, in the upper and lower tie component for being arranged at intervals with multigroup annular around model of the column in lumps of wood periphery;
Innovative point of the present utility model is:
Tie component is adjustable structure, and each group of tie component forms by four pieces of end to end veneers, veneer bag
Main body 2, spacing hanging plate 1, wedge-shaped inserted block 3 and stopper slot 4 are included, the main body 2 of veneer is a straight rectangular panel body, the one of veneer
End is formed with the spacing hanging plate 1 that 180 ° of bendings are formed, and the limiting plate hangs interval and the body thickness of veneer between the main body of veneer
Match, spacing hanging plate is used for the spacing main body for catching on another veneer;The main body opposite side of veneer is formed with multiple stopper slots 4, limit
Position groove is used to be embedded in wedge-shaped inserted block 3, so as to the position of fixed adjacent another veneer;
Stopper slot referring to the present embodiment shown in accompanying drawing 2 is spaced two row, and it is equal that multiple intervals are formed with per a line
The stopper slot of cloth, and the stopper slot stagger arrangement of two row is set.
The construction process requirement of this structure:
(1) post mould flow of installation:Snap the line → levelling → positioning → assembling post mould → brushing releasing agent → installation tie
→ installation pull bar or diagonal brace → axis correction, perpendicularity → fixed column mould → preliminary examination → closure cleanout;
(2) axis of first ejection post and surrounding sideline;
(3) cement mortar screeding layer adjustment column bottom absolute altitude is smeared according to measurement absolute altitude, and as the benchmark positioned, during branch side form
Ying Yuqi is close to;
(4) when leading to organ timbering (or more posts) model sheetinstallat, it is firmly fixed first should to take suspension column mutually, then both ends column template is looked for
Just hanging directly, after fixed, drawing the logical middle each column template posts mould of line correction also to add bridging in addition to each post is individually fixed and draw each other
Jail, in order to avoid deflection during placing concrete;
(5) suspension column should reserve cleanout, and pouring mouth should be reserved when pillar is higher, must not highly be higher than 2 meters of suspension column;
(6) post mould should add tie according to the water velocity of post cross dimensions and concrete;Tie uses adjustable square column
Template fastener.
(7) installation of column template must can carry out envelope mould, Feng Mo after inspection of steel reinforcement bars no problem and after ruing examination formality well
Before must be clean by garbage-cleaning in mould, fastening clips spacing 500mm, post mould stays in bottom when installing and sets removing mouth, treats template
Interior rubbish seals mould again after removing totally.
Although disclosing embodiment of the present utility model and accompanying drawing for the purpose of illustration, those skilled in the art can be with
Understand:Do not departing from the utility model and spirit and scope of the appended claims, it is various replace, change and modifications all be can
Can, therefore, the scope of the utility model is not limited to embodiment and accompanying drawing disclosure of that.
Claims (3)
1. a kind of adjustable tie ruggedized construction, model of the column enclose to be formed square column periphery it is upper and lower be arranged at intervals with it is more
Tie component of the group annular around model of the column, it is characterised in that:Each group of tie component is by four pieces of end to end veneer groups
Into veneer includes main body, spacing hanging plate, wedge-shaped inserted block and stopper slot, and the main body of veneer is a straight rectangular panel body, in veneer
One end be formed with the spacing hanging plate that 180 ° of bendings are formed, spacing hanging plate is used for the spacing main body for catching on another veneer;The master of veneer
Body opposite side is formed with multiple stopper slots, and stopper slot is used to be embedded in wedge-shaped inserted block.
2. adjustable tie ruggedized construction according to claim 1, it is characterised in that:The stopper slot is spaced
Two rows, multiple stopper slots uniformly at intervals are formed with per a line, and the stopper slot stagger arrangement of two row is set.
3. adjustable tie ruggedized construction according to claim 1, it is characterised in that:The model of the column on four side encloses
Formed square column casting space, split bolt is connected with the inside of model of the column, four sides model of the column outer wall with
The a plurality of lumps of wood being vertically arranged is fixed between tie uniformly at intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720861596.3U CN207079916U (en) | 2017-07-17 | 2017-07-17 | A kind of adjustable tie ruggedized construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720861596.3U CN207079916U (en) | 2017-07-17 | 2017-07-17 | A kind of adjustable tie ruggedized construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207079916U true CN207079916U (en) | 2018-03-09 |
Family
ID=61421796
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720861596.3U Expired - Fee Related CN207079916U (en) | 2017-07-17 | 2017-07-17 | A kind of adjustable tie ruggedized construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207079916U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112282354A (en) * | 2020-10-19 | 2021-01-29 | 中国建筑第八工程局有限公司 | Construction method of square and round buckling column hoop reinforcement system |
CN113914612A (en) * | 2021-11-25 | 2022-01-11 | 中建八局天津建设工程有限公司 | Formwork structure for upright column and construction method thereof |
-
2017
- 2017-07-17 CN CN201720861596.3U patent/CN207079916U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112282354A (en) * | 2020-10-19 | 2021-01-29 | 中国建筑第八工程局有限公司 | Construction method of square and round buckling column hoop reinforcement system |
CN113914612A (en) * | 2021-11-25 | 2022-01-11 | 中建八局天津建设工程有限公司 | Formwork structure for upright column and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
CN107227822A (en) | Building post and its construction technology that a kind of steel pipe is combined with batten plate | |
CN206233596U (en) | Building block exterior wall constructional column concrete casting device | |
CN207079916U (en) | A kind of adjustable tie ruggedized construction | |
CN103306208A (en) | Formwork creeping method for novel 1.6 parabola-shaped four-column type hollow variable section high pier | |
CN204001701U (en) | Be applicable to the construction formwork system of multilayer rammed earth wall | |
CN106284988A (en) | Oblique circular cylinder template and construction method thereof | |
CN207063522U (en) | A kind of frame column high-supported formwork | |
CN207700527U (en) | A kind of building column that steel pipe is combined with batten plate | |
CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
CN204676608U (en) | A kind of template-setup structure reserving ater-casting for basement wall | |
CN206360705U (en) | The major diameter New pipe curtain supporting construction constructed for underground digging in subway station | |
CN104328908B (en) | Movement joint bilayer shear wall formwork erecting structure and the method adopting the double-deck shear wall of described formwork erecting structure construction | |
CN207435904U (en) | A kind of cushion cap reinforcing bar quick mounting locating devices | |
CN206554500U (en) | Steel structure concrete, which is poured, uses adjustable transverse support bar | |
CN104164889B (en) | Demountable tower crane foundation | |
CN202157581U (en) | Foundation-pit limb shaping protection device | |
CN211472115U (en) | Box girder end plugging structure | |
CN207892264U (en) | A kind of Multi-storey block house brick arch floor ruggedized construction | |
CN104295093A (en) | Formwork system used for pouring deformation joint between double columns of frame structure | |
CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support | |
CN204000936U (en) | Outer wall of basement single surface formwork system based on fastener type steel pipe earth anchor truss | |
CN204609303U (en) | A kind of template split bolt device | |
CN211341423U (en) | Prefabricated column with space steel truss platform and capable of realizing cast-in-place connection of nodes | |
CN208310200U (en) | A kind of expansion joint two side columns template reinforcing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180309 Termination date: 20200717 |
|
CF01 | Termination of patent right due to non-payment of annual fee |