CN209292869U - A kind of pier stud construction template - Google Patents
A kind of pier stud construction template Download PDFInfo
- Publication number
- CN209292869U CN209292869U CN201821649067.8U CN201821649067U CN209292869U CN 209292869 U CN209292869 U CN 209292869U CN 201821649067 U CN201821649067 U CN 201821649067U CN 209292869 U CN209292869 U CN 209292869U
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- template
- truss
- pier stud
- plane
- circle curve
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Abstract
The utility model discloses a kind of pier stud construction template, including being set to two plane templates of first direction and set on second direction and two circle curve templates connecting with plane template, constitute block of wood pours type chamber；Truss is equipped on the outside of the plane template, the plane template is connect by curved drag hook with truss；Two truss are connected by Drag link, and the Drag link is set to the outside of circle curve template, and the truss is connect with circle curve template by brace.The utility model rib-free hole, spillage when avoiding concreting, concrete construction quality are guaranteed.And after the utility model demoulding, without pulling eye on pier shaft, external quality of pier quality gives to guarantee, and is not necessarily to post-processing pier shaft lacing hole, in the construction that can be widely used for various pier studs.
Description
Technical field
The utility model relates to a kind of building form more particularly to a kind of working templates of pier stud.
Background technique
In the construction of some pier studs, need to use steel form, but the setting of existing steel form tie rod hole, it brings all
More problems, such as: pull rod hole forming is time-consuming, has damaged form surfacing, and template life is caused to decline；Template is applied when installing
Work is cumbersome, and wear during pull rod in case of can not avoid reinforcing bar when also need to punch again；When casting concrete, at tie rod hole
It such as deals with also usually spillage improperly, influences the surface quality and aesthetic measure of concrete；If can also be shaken accidentally in process of vibrating
Broken pvc pipe causes concrete infiltration that can not take out pull rod, and when demoulding, pull rod is not easily taken out, and pier stud surface pull rod hole is more,
Post-processing is cumbersome, even if filling up completion, the presence of tie rod hole brings defect to concrete surface quality；And since hole is filled out
The reinforcement corrosion that leakiness causes inside concrete is mended, is not suitable in the engineering that some pairs of steel bar anti-corrosions have particular/special requirement.
Utility model content
In order to solve the above technical problems, the purpose of this utility model is to provide the template without pull rod inside a kind of block of wood,
Solution has a system problem brought by the pull rod of hole in the prior art.
The technical scheme that the utility model is provided is as follows include:
Set on two plane templates of first direction and set on second direction and two circular arc moulds being connect with plane template
Plate, constitute block of wood pours type chamber；Truss is equipped on the outside of the plane template, the plane template passes through curved drag hook and purlin
Frame connection；Two truss are connected by Drag link, and the Drag link is set to the outside of circle curve template, the truss and circle curve template
It is connected by brace.
Preferably, reinforcing rib is equipped on the circle curve template and plane template.
Preferably, the hook portion of the curved drag hook is connect with reinforcing rib, and straight portion is connect with truss.
Preferably, the plane template is spliced together with circle curve template.
Preferably, the truss is along the multiple arrangements of short transverse.
Preferably, the outside of multiple truss is equipped with connecting rod.
Preferably, the truss includes transverse profile, longitudinal profile and oblique profile, and transverse profile and longitudinal profile are constituted
Rectangular frame, oblique profile be set to rectangular frame it is diagonal on.
Preferably, the outside of the circle curve template is equipped with triangle gusset, after the brace passes through triangle gusset, with truss
It is detachably connected.
Preferably, the outside of the circle curve template is equipped with annular stiffening plate.
Beneficial effect
1, construction safety significantly improves.
2, working procedure is few, greatly reduces labor intensity, shortens the duration.
3, it improves template and is used in turn number.
4, template installation, remove it is convenient and efficient.
5, rib-free hole, spillage when avoiding concreting, concrete construction quality are guaranteed.
6, after demoulding, without pulling eye on pier shaft, external quality of pier quality gives to guarantee, and is not necessarily to the lacing wire of post-processing pier shaft
Hole.
The more traditional steel form installation of the utility model, adjustment and dismounting are all more convenient, avoid existing steel form in high-altitude
The risk of operation, and this template need to only shift to an earlier date every section template is connected with high-strength bolt on level land, with hanging when construction
Machine is coupled just；Without scaffold, strong operability reduces the amount of labour, can greatly reduce labor intensity, improves work efficiency, contracting
Casual labourer's phase.The template stress is clear, and 3 frame of outside purlin through scientific algorithm design has enough strength and stiffness, design carrying
Power is high, and template deformation is smaller, and template can be improved and be used in turn number.
And it avoids and leaves pull rod hole in concrete surface, eliminate the later period to the modification in external tie rod hole hole and fill up
Work, shortens construction period.Phenomena such as not will cause concrete surface color difference and the steel because caused by having cavity in pier stud abdomen
Situations such as muscle corrodes has the engineering of particular/special requirement especially suitable some pairs of steel bar anti-corrosions, when casting concrete, is not easy
Spillage, Yi Zhenshi, after demoulding, without pulling eye on pier shaft, appearance is beautiful compared with the pier shaft using existing steel form.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments recorded in the utility model, for those of ordinary skill in the art, is not making the creative labor
Under the premise of, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of schematic front view；
Fig. 2 is the left view schematic diagram of Fig. 1；
Fig. 3 is the A-A diagrammatic cross-section of Fig. 1；
Fig. 4 is the position the B enlarged drawing of Fig. 3.
Specific embodiment
In order to enable those skilled in the art to better understand the technical solutions of the present invention, with reference to the accompanying drawing to this reality
Be described in detail with novel, the description of this part be only it is exemplary and explanatory, should not be to the protection scope of the utility model
There is any restriction effect.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
It should be noted that term " center ", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outside" etc.
The orientation or positional relationship of instruction be based on the orientation or positional relationship shown in the drawings or the utility model product use when
The orientation or positional relationship usually put, is merely for convenience of describing the present invention and simplifying the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
The limitation of the utility model.In addition, term " first ", " second ", " third " etc. are only used for distinguishing description, and should not be understood as referring to
Show or imply relative importance.
In addition, the terms such as term "horizontal", "vertical", " pendency " are not offered as requiring component abswolute level or pendency, and
It is that can be slightly tilted.It is not to indicate the structure if "horizontal" only refers to that its direction is more horizontal with respect to for "vertical"
It has to fully horizontally, but can be slightly tilted.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Set ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection,
Or it is integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, intermediary can also be passed through
It is indirectly connected, can be the connection inside two elements.For the ordinary skill in the art, it can be managed with concrete condition
Solve the concrete meaning of above-mentioned term in the present invention.
Shown in Fig. 1-4, the technical solution that present embodiment provides is as follows:
Including being set to two plane templates 1 of first direction and set on second direction and connect with plane template 1 two
Circle curve template 2, constitute block of wood pours type chamber.The outside of the plane template 1 is equipped with truss 3, and the plane template 1 passes through
Curved drag hook 6 is connect with truss 3；Two truss 3 are connected by Drag link 4, and the Drag link 4 is set to the outside of circle curve template 2,
The truss 3 is connect with circle curve template 2 by brace 5.
Wherein, first direction can be length direction, be also possible to width direction, and second direction is then another side
To.Two plane templates 1 can be set to longitudinal direction with Parallel Symmetric, be also possible to be arranged in width direction.And two circular arcs
Template 2 is then arranged in remaining both direction, constitutes concreting type chamber.
Wherein, the outside of plane template 1 is arranged in truss 3, is used to supporting plane template 1, is reinforced, prevent plane mould
Plate 1 deforms in construction.And Drag link 4 is used to connect two truss 3, and the outside of circle curve template 2 is arranged in, and does not pass through and pours
Type chamber is built, therefore avoids and leaves pull rod hole in concrete surface, eliminate the later period to the modification in external tie rod hole hole and is filled out
Work is mended, construction period is shortened.Phenomena such as will not causing concrete surface color difference and cause due to having empty in pier stud abdomen
Reinforcement corrosion situations such as occur, have the engineering of particular/special requirement especially suitable some pairs of steel bar anti-corrosions, when casting concrete,
It is not easy spillage, Yi Zhenshi, after demoulding, without pulling eye on pier shaft, appearance is beautiful compared with the pier shaft using existing steel form.
As shown in figure 4, in order to reinforce the consolidation of the utility model, truss 3 is connected with circle curve template 2 by brace 5
It connects, the mode that pull rod 5 can be connected through a screw thread links together truss 3 and circle curve template 2.
It can be seen that being had the effect that by the utility model
1, construction safety significantly improves.
2, working procedure is few, greatly reduces labor intensity, shortens the duration.
3, it improves template and is used in turn number.
4, template installation, remove it is convenient and efficient.
5, rib-free hole, spillage when avoiding concreting, concrete construction quality are guaranteed.
6, after demoulding, without pulling eye on pier shaft, external quality of pier quality gives to guarantee, and is not necessarily to the lacing wire of post-processing pier shaft
Hole.
Wherein, reinforcing rib 7 can be set on the circle curve template 2 and plane template 1, for reinforcing intensity, prevents from becoming
Shape.
Wherein, the hook portion of the curved drag hook 6 is connect with reinforcing rib 7, that is, crotch hooks reinforcing rib 7, and straight portion and purlin
Frame 3 connects, and is preferably bolted.
Wherein, the plane template 1 and circle curve template 2 are spliced together, convenient transportation, installation and removal.
Wherein, the truss 3 can be along the multiple arrangements of short transverse, and can be equipped with and connect in the outside of the truss 3
Extension bar 8, connects and is integrated.
Wherein, the truss 3 may include transverse profile, longitudinal profile and oblique profile, transverse profile and longitudinal profile
Constitute rectangular frame, oblique profile be set to rectangular frame it is diagonal on.
Wherein, triangle gusset can be set in the outside of the circle curve template 2, after the brace 5 passes through triangle gusset, with
Truss 3 is detachably connected, and is preferably bolted.
Wherein, the outside of the circle curve template 2 is equipped with annular stiffening plate 9 and prevents from deforming for reinforcing intensity.
As it can be seen that the more traditional steel form installation of the utility model, adjustment and dismounting are all more convenient, avoid existing steel form and exist
The risk of high altitude operation, and this template need to only shift to an earlier date every section template is connected with high-strength bolt on level land, when construction
It is coupled just with loop wheel machine；Without scaffold, strong operability reduces the amount of labour, can greatly reduce labor intensity, improves work
Effect, shortens the construction period.The template stress is clear, and 3 frame of outside purlin through scientific algorithm design has enough strength and stiffness, design
Bearing capacity is high, and template deformation is smaller, and template can be improved and be used in turn number.
It should be noted that, in this document, the terms "include", "comprise" or its any other variant are intended to non-row
His property includes, so that the process, method, article or equipment for including a series of elements not only includes those elements, and
And further include other elements that are not explicitly listed, or further include for this process, method, article or equipment institute it is intrinsic
Element.
Specific case used herein is expounded the principles of the present invention and embodiment, above example
Illustrate the method and its core concept for being merely used to help understand the utility model.The above is only the preferred implementations of the utility model
Mode, it is noted that due to the finiteness of literal expression, and objectively there is unlimited specific structure, for the art
Those of ordinary skill for, without departing from the principle of this utility model, can also make it is several improve, retouching or become
Change, above-mentioned technical characteristic can also be combined in the right way；These improve retouching, variation or combination, or without changing
Other occasions are directly applied to by the conception and technical scheme of utility model, are regarded as the protection model of the utility model
It encloses.
Claims (9)
1. a kind of pier stud construction template, which is characterized in that including being set to two plane templates (1) of first direction and being set to the
Two directions and two circle curve templates (2) connecting with plane template (1), constitute block of wood pours type chamber；The plane template (1)
Outside be equipped with truss (3), the plane template (1) is connect by curved drag hook (6) with truss (3)；Two truss (3) pass through
Drag link (4) connection, the Drag link (4) are set to the outside of circle curve template (2), and the truss (3) passes through with circle curve template (2)
Brace (5) connection.
2. pier stud construction template according to claim 1, which is characterized in that the circle curve template (2) and plane template
(1) reinforcing rib (7) are equipped on.
3. pier stud construction template according to claim 2, which is characterized in that the hook portion and reinforcement of the curved drag hook (6)
Muscle (7) connection, straight portion is connect with truss (3).
4. pier stud construction template according to claim 1 to 3, which is characterized in that the plane template (1)
It is spliced together with circle curve template (2).
5. pier stud construction template according to claim 1 to 3, which is characterized in that the truss (3) is along height
Spend the multiple arrangements in direction.
6. pier stud construction template according to claim 5, which is characterized in that the outside of multiple truss (3) is equipped with
Connecting rod (8).
7. pier stud construction template according to claim 1 to 3, which is characterized in that the truss (3) includes
Transverse profile, longitudinal profile and oblique profile, transverse profile and longitudinal profile constitute rectangular frame, and oblique profile is set to rectangle frame
Frame it is diagonal on.
8. pier stud construction template according to claim 1 to 3, which is characterized in that the circle curve template (2)
Outside be equipped with triangle gusset, the brace (5) pass through triangle gusset after, be detachably connected with truss (3).
9. pier stud construction template according to claim 1 to 3, which is characterized in that the circle curve template (2)
Outside be equipped with annular stiffening plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821649067.8U CN209292869U (en) | 2018-10-11 | 2018-10-11 | A kind of pier stud construction template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821649067.8U CN209292869U (en) | 2018-10-11 | 2018-10-11 | A kind of pier stud construction template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209292869U true CN209292869U (en) | 2019-08-23 |
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ID=67653777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821649067.8U Active CN209292869U (en) | 2018-10-11 | 2018-10-11 | A kind of pier stud construction template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209292869U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737659A (en) * | 2021-09-24 | 2021-12-03 | 中建科工集团有限公司 | Manufacturing method of vase pier R-angle template |
| CN114457683A (en) * | 2022-01-21 | 2022-05-10 | 中铁二十局集团有限公司 | Reinforced structure of cast-in-place concrete pier body template |
-
2018
- 2018-10-11 CN CN201821649067.8U patent/CN209292869U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737659A (en) * | 2021-09-24 | 2021-12-03 | 中建科工集团有限公司 | Manufacturing method of vase pier R-angle template |
| CN114457683A (en) * | 2022-01-21 | 2022-05-10 | 中铁二十局集团有限公司 | Reinforced structure of cast-in-place concrete pier body template |
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