CN204875520U - Abnormal shape high stand construction with system with and rebar positioning system thereof - Google Patents
Abnormal shape high stand construction with system with and rebar positioning system thereof Download PDFInfo
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- CN204875520U CN204875520U CN201520064028.1U CN201520064028U CN204875520U CN 204875520 U CN204875520 U CN 204875520U CN 201520064028 U CN201520064028 U CN 201520064028U CN 204875520 U CN204875520 U CN 204875520U
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Abstract
The utility model provides a recovery is recycled that abnormal shape high stand construction with system with and rebar positioning system thereof can accomplish the material when realizing rebar positioning. It includes main mound cushion cap, heterotypic mound base and whole mandrel post, whole mandrel post is used for the location certainly abnormal shape mound base upwards stretches out waits to pour the joint bar of fashioned heterotypic mound limbs, whole mandrel post is positioned wait to pour the position of the inner space of fashioned heterotypic mound limbs, whole mandrel post with the reinforcing bar of abnormal shape mound base welds and the location temporarily, so that whole mandrel with the conduct together of abnormal shape mound base abnormal shape mound limbs pour the basis, the mandrel post can play the effect of strength nature skeleton, the joint bar free end of abnormal shape mound limbs is fixed in on the whole mandrel post, whole mandrel post can be demolishd.
Description
Technical field
The utility model relates to municipal public engineering Bridge engineering steel muscle navigation system, when particularly relating to the construction of high column, the column reinforcing bar V-type pier core of problem of not easily locating.
Background technology
During special-shaped high column construction; often tilt by Gravitative Loads off normal because of main muscle abnormity, the joint bar that free end is longer in addition is again subject to wind effect aloft, so reinforcing bar location cannot well control; directly cause model of the column to be difficult to install, thickness of protection tier is wayward.General solution adopts shaped steel to make the larger stiff skeleton of rigidity in order to fixed structure reinforcing bar, but the method shaped steel stiff skeleton used expends comparatively large, and can be built in concrete with structure reinforcing bars, cannot recycling.
Utility model content
The purpose of this utility model is to provide a kind of special-shaped high column construction system and its reinforcing bar navigation system, can accomplish the recycling of material while realizing reinforcing bar location.
For the abnormal shape realizing described object high column construction reinforcing bar navigation system, it is characterized in that comprising main pier bearing platform, special-shaped pier base and overall core post, described overall core post is for locating the joint bar building up the special-shaped pier limbs of type to be poured protruded upward from described special-shaped pier base, described overall core post is positioned the described position building up the inner space of the special-shaped pier limbs of type to be poured, the reinforcing bar temporary weld of described overall core post and described special-shaped pier base and locating, so that described overall core post waters underpin as described special-shaped pier limbs together with described special-shaped pier base, described overall core post can play stiff skeleton effect, the joint bar free end of described special-shaped pier limbs is fixed on described overall core post, described overall core post can be removed.
Described abnormal shape high column construction reinforcing bar navigation system, its further feature is that described overall core post is made up of steel pipe support and wooden form.
Described abnormal shape high column construction reinforcing bar navigation system, its further feature be described overall core post with nine clamping plate be panel, the lumps of wood for time stupefied, tube and couple scaffold is for main stupefied formation, stupefied of described master arranges scissors support member or bracing element.
Described abnormal shape high column construction reinforcing bar navigation system, its further feature is described abnormal shape is V-type.
For the high column construction system of the abnormal shape realizing described object, be characterized in comprising navigation system, this navigation system comprises main pier bearing platform, special-shaped pier base and overall core post, described overall core post is for locating the joint bar building up the special-shaped pier limbs of type to be poured protruded upward from described special-shaped pier base, described overall core post is positioned the described position building up the inner space of the special-shaped pier limbs of type to be poured, the reinforcing bar temporary weld of described overall core post and described special-shaped pier base and locating, so that described overall core post waters underpin as described special-shaped pier limbs together with described special-shaped pier base, described overall core post can play stiff skeleton effect, the joint bar free end of described special-shaped pier limbs is fixed on described overall core post, described overall core post can be removed, this construction system also comprises hangs mould, described in hang the pier stud top solid construction that mould is suitable for being formed after described overall core post is removed described special-shaped pier limbs.
The high column construction system of described abnormal shape, its further feature is that described overall core post is made up of steel pipe support and wooden form.
The high column construction system of described abnormal shape, its further feature be described overall core post with nine clamping plate be panel, the lumps of wood for time stupefied, tube and couple scaffold is for main stupefied formation, stupefied of described master arranges scissors support member or bracing element.
The high column construction system of described abnormal shape, its further feature is described abnormal shape is V-type.
The utility model is by utilizing the constructional feature of special-shaped pier hollow design dexterously, originally the material (as wooden form and steel pipe support) of building pier stud inner chamber will be used for, be processed into and there is the larger overall core post of rigidity, when special-shaped pier base construction, accurately locate, and together build with special-shaped pier base.During epimere limbs to be onstructed, joint bar free end accurately can be fixed on overall core post, thus play the effect of stiff skeleton.When top constructed by column, also by carrying out the dismounting of overall core post, accomplish the recycling of material.
Accompanying drawing explanation
The above and other feature of the present utility model, character and advantage become more obvious by passing through below in conjunction with the description of drawings and Examples, wherein:
Fig. 1 is the front view of special-shaped high column construction reinforcing bar navigation system.
Fig. 2 is the lateral view of special-shaped high column construction reinforcing bar navigation system in Fig. 1.
Detailed description of the invention
Below in conjunction with specific embodiments and the drawings, the utility model is described in further detail; set forth more details in the following description so that fully understand the utility model; but the utility model obviously can be implemented with multiple this alternate manner described that is different from; those skilled in the art when doing similar popularization, deduction without prejudice to when the utility model intension according to practical situations, therefore can should not limit protection domain of the present utility model with the content of this specific embodiment.
It should be noted that Fig. 1, Fig. 2 are all only exemplarily, it is not draw according to the condition of equal proportion, and should not be construed as limiting in this, as to the protection domain of the utility model actual requirement.
As shown in Figure 1, special-shaped high column construction reinforcing bar navigation system comprises main pier bearing platform 1, special-shaped pier base 2 and overall core post 4A, 4B, special-shaped high column illustrates for V-type pier height column stiffness in FIG, and special-shaped pier limbs are wherein two limbs protruded upward from special-shaped pier base 2.The shape of overall core post 4A, 4B may there are differences, and its effect is in fact identical, and main for overall core post 4A stiffness explanation later, its explanation is also suitable for overall core post 4B.Overall core post 4A (illustrate only the part bottom it for locating the special-shaped pier limbs building up type to be poured protruded upward from special-shaped pier base 2 in figure, remainder is waited to build) joint bar 3, overall core post 4A, 4B are positioned the position building up inner space 21A, 21B of the special-shaped pier limbs of type to be poured, this inner space 21A, 21B can be the chamber portion of limbs, and solid construction can be made by hanging mould in its top.The reinforcing bar temporary weld of overall core post 4A and special-shaped pier base 2 and locating, so that overall core post 4A waters underpin as described special-shaped pier limbs together with special-shaped pier base 2, overall core post 4A can play stiff skeleton effect, the free end of the joint bar 3 of special-shaped pier limbs is fixed on overall core post 4A, overall core post 4A is not combined with the material of building of limbs, can be removed.
Overall core post 4A can be configured to the larger single piece of a rigidity by wooden form and steel pipe support.Although do not illustrate in figure, but as an embodiment, be understandable that overall core post 4A can first according to extremity body structures cavity shape size, on-the-spot nine clamping plate that adopt are that panel, the lumps of wood are for secondary stupefied, tube and couple scaffold is main stupefiedly process an overall core, stupefied of tube and couple scaffold master arranges bridging or diagonal brace, and according to rigidity requirement adjusting pole density.
By hanging mould and aforementioned navigation system can form a high column construction system of abnormal shape, according to this construction system, after special-shaped pier base 2 reinforcing bar completes construction, the overall core post of integral hoisting 4A or 4B again, fix with the reinforcing bar temporary weld of base 2 bottom core post 4A or 4B behind accurate location, and building of limbs is participated in together with special-shaped pier base 2, the mode of building can be that segmentation is built.During epimere abnormal shape pier limbs to be onstructed, joint bar is accurately fixed on core post 4A or 4B by cushion block or tied silk, and then routine carries out pier stud reinforcing bar, template, concrete construction.When pier stud construction is to hollow section end face, in artificial lower core post 4A or 4B of arriving, remove fastener steel tube support and wooden form, salvage material.The top solid construction of pier stud and limbs is completed finally by the mode of hanging mould.
Although the utility model with preferred embodiment openly as above, it is not that any those skilled in the art, not departing from spirit and scope of the present utility model, can make possible variation and amendment for limiting the utility model.Therefore, every content not departing from technical solutions of the utility model, any amendment done above embodiment according to technical spirit of the present utility model, equivalent variations and modification, all fall within protection domain that the utility model claim defines.
Claims (8)
1. special-shaped high column construction reinforcing bar navigation system, it is characterized in that comprising main pier bearing platform, special-shaped pier base and overall core post, described overall core post is for locating the joint bar building up the special-shaped pier limbs of type to be poured protruded upward from described special-shaped pier base, described overall core post is positioned the described position building up the inner space of the special-shaped pier limbs of type to be poured, the reinforcing bar temporary weld of described overall core post and described special-shaped pier base and locating, so that described overall core post waters underpin as described special-shaped pier limbs together with described special-shaped pier base, described overall core post can play stiff skeleton effect, the joint bar free end of described special-shaped pier limbs is fixed on described overall core post, described overall core post can be removed.
2. special-shaped high column construction reinforcing bar navigation system as claimed in claim 1, is characterized in that described overall core post is made up of steel pipe support and wooden form.
3. special-shaped high column construction reinforcing bar navigation system as claimed in claim 1, it is characterized in that described overall core post with nine clamping plate be panel, the lumps of wood for time stupefied, tube and couple scaffold is for main stupefied formation, stupefied of described master arranges scissors support member or bracing element.
4. special-shaped high column construction reinforcing bar navigation system as claimed in claim 1, is characterized in that described abnormal shape is V-type.
5. special-shaped high column construction system, it is characterized in that comprising navigation system, this navigation system comprises main pier bearing platform, special-shaped pier base and overall core post, described overall core post is for locating the joint bar building up the special-shaped pier limbs of type to be poured protruded upward from described special-shaped pier base, described overall core post is positioned the described position building up the inner space of the special-shaped pier limbs of type to be poured, the reinforcing bar temporary weld of described overall core post and described special-shaped pier base and locating, so that described overall core post waters underpin as described special-shaped pier limbs together with described special-shaped pier base, described overall core post can play stiff skeleton effect, the joint bar free end of described special-shaped pier limbs is fixed on described overall core post, described overall core post can be removed,
This construction system also comprises hangs mould, described in hang the pier stud top solid construction that mould is suitable for being formed after described overall core post is removed described special-shaped pier limbs.
6. special-shaped high column construction system as claimed in claim 5, is characterized in that described overall core post is made up of steel pipe support and wooden form.
7. special-shaped high column construction system as claimed in claim 5, it is characterized in that described overall core post with nine clamping plate be panel, the lumps of wood for time stupefied, tube and couple scaffold is for main stupefied formation, stupefied of described master arranges scissors support member or bracing element.
8. special-shaped high column construction system as claimed in claim 5, is characterized in that described abnormal shape is V-type.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520064028.1U CN204875520U (en) | 2015-01-29 | 2015-01-29 | Abnormal shape high stand construction with system with and rebar positioning system thereof |
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| CN201520064028.1U CN204875520U (en) | 2015-01-29 | 2015-01-29 | Abnormal shape high stand construction with system with and rebar positioning system thereof |
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| CN204875520U true CN204875520U (en) | 2015-12-16 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468692A (en) * | 2019-08-26 | 2019-11-19 | 中交一公局海威工程建设有限公司 | Special-shaped pier stud framework of steel reinforcement abnormity section positioning device and special-shaped pier stud construction method |
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2015
- 2015-01-29 CN CN201520064028.1U patent/CN204875520U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468692A (en) * | 2019-08-26 | 2019-11-19 | 中交一公局海威工程建设有限公司 | Special-shaped pier stud framework of steel reinforcement abnormity section positioning device and special-shaped pier stud construction method |
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