CN209670333U - The working support positioning template device of assembled architecture bean column node - Google Patents
The working support positioning template device of assembled architecture bean column node Download PDFInfo
- Publication number
- CN209670333U CN209670333U CN201822226542.7U CN201822226542U CN209670333U CN 209670333 U CN209670333 U CN 209670333U CN 201822226542 U CN201822226542 U CN 201822226542U CN 209670333 U CN209670333 U CN 209670333U
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- steel plate
- fixing steel
- horizontal structure
- face
- overturning
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Abstract
The utility model provides a kind of working support positioning template device of assembled architecture bean column node and its application, supportive body including rectangular angle steel shape, supportive body includes a horizontal structure face, vertical mounting surface and gusseted face, several fixing bolts to extend outwardly are installed on vertical mounting surface, the overturning fixing steel plate of two pieces of strips is hingedly installed on the edge to connect on horizontal structure face with vertical mounting surface, two sides rim portion of the fixing steel plate along horizontal structure face is overturn to be distributed, it overturns and is offered in the free end plate face of fixing steel plate to drawing preformed hole, 90 ° of overturning can be carried out using hinged place as shaft on horizontal structure face relative to it by overturning fixing steel plate, the utility model can be achieved at the same time the support to prefabricated beam column, the construction equipment device for the three use one that positioning and formwork for placing are built, It is not only scientific and reasonable for structure, it is practical, it also effectively saves construction cost, improve construction efficiency and precision.
Description
Technical field
The utility model relates to assemble building beam column support, positioning, pouring technique field, specially a kind of assembly in construction
The support positioning template device of formula building beam column node construction.
Background technique
Assembled architecture there is no effective location measure when lifting girder at present, general to use the snap the line on column cap right
Afterwards in lifting according to the line of bullet carry out putting correction；Girder is generally supported using support frame, is needing to adjust position
When bring inconvenience；The concrete blinding of bean column node position generallys use traditional wooden model or sizing punching block, assembling and disassembling
When process it is more, it is comparatively laborious and can not concrete quality and perception at effective guarantee node.
It is generally supported at present using support frame, circulation material is consumed greatly, needs to spend and is manually set up and torn open
It removes, and is easy unstability, be more troublesome when inaccuracy needs to adjust in support frame placement position, operation difficulty is big, can not make beam
Progress obtains effective guarantee.
It is general at present using the snap the line on column cap in positioning, when lifting girder the two-side alignment of beam bullet line
It is positioned, can there is the error when error and alignment of artificial snap the line, and in the registered may also can touching due to the later period
It hits and causes rear period error, often this error has been difficult to be adjusted in practice of construction, is affected to construction speed.It pours
When building front template and building, traditional wooden model is generallyd use at present or sizing punching block carries out pass mould；When using traditional wooden model, need
Crosshead and support frame are individually set up, material is occupied and takes and tear trouble open, occupy a large amount of lower spaces, and wooden model is in a small range branch
It takes dimensional accuracy to be difficult to effectively control, occurs impression quality deficiency after often will cause concreting or part becomes
Shape；It when using sizing punching block, needs separately and exclusively to carry out one of installation procedure after the completion of all liftings, and punching block of being formed is independent
Also can have human error and rear period error when installation, if colliding deformation in the construction process, it will be difficult at the scene into
Row correction.
Utility model content
To solve above-mentioned the technical problems existing in the prior art, for applicant by research and development, devising one kind can be simultaneously
Realize build to the support, positioning and formwork for placing of prefabricated beam column the three construction equipment devices for using one, not only structure section
It learns rationally, it is practical, it also effectively saves construction cost, improve construction efficiency and precision.
Specifically, the utility model is realized in this way: the working support locating template of assembled architecture bean column node
Device, comprising: the supportive body of rectangular angle steel shape, supportive body include a horizontal structure face, are mutually hung down with horizontal structure face
The connected vertical mounting surface of straight and corner, at least two pieces of gusseteds being connected between horizontal structure face and vertical mounting surface
Face, is equipped with several fixing bolts to extend outwardly on vertical mounting surface, on the horizontal structure face with vertical mounting surface phase
The overturning fixing steel plate of two pieces of strips is hingedly installed on the edge connect, overturns fixing steel plate along the two of horizontal structure face
Lateral section distribution overturns and is offered in the free end plate face of fixing steel plate to preformed hole is drawn, and overturning fixing steel plate can be with hinged
Place is the overturning that shaft carries out 90 ° on horizontal structure face relative to it, spacing and beam column between two pieces of overturning fixing steel plates
Width be adapted design.
Further, the bottom surface of the turning end of the overturning fixing steel plate is equipped with lateral rotation axis, and lateral rotation axis is worn
It inserts in the shaft seat being fixed in the corner edge of horizontal structure face, overturns fixing steel plate relative to horizontal structure face flip vertical
When, the plate face and vertical mounting surface for overturning fixing steel plate are in same vertical plane height.
Further, the horizontal structure face and the width of vertical mounting surface and the width of prefabricated post are consistent, described to turn over
The side edge of the outer edge and horizontal structure face that turn fixing steel plate is on same vertical plane.
Further, the horizontal structure face on overturning fixing steel plate in installing on position corresponding to preformed hole to drawing
There is the pilot pin to raise upward.
Further, the support positioning template device is applied in combination for four, and four support positioning template device
On four cylinders that respective vertical mounting surface is installed at the top of prefabricated post by same level height by several fixing bolts,
Adjacent horizontal structure face contacts with each other in vertex, and the overturning fixing steel plate is statically placed on horizontal structure face.
Further, eight overturning equal turning verticals of fixing steel plate in horizontal structure face and make to overturn fixing steel plate
Plate face towards prefabricated post reinforcing bar, it is opposite and pair two overturning fixing steel plates pass through Screw arbor with nut at both-ends and pass through and reserve accordingly to drawing
Hole is carried out to tension.
Further, opposite and pair overturning fixing steel plate on it is identical to the level height for drawing preformed hole, it is two neighboring
It is not identical to the level height for drawing preformed hole on overturning fixing steel plate on face, the Screw arbor with nut at both-ends sequence point on different directions
Cloth.
The working principle introduction of the utility model: building the combination on the top of prefabricated post jointly by four supportive bodies makes
Stress fixed function is realized with, vertical mounting surface, and the support function to prefabricated beam column is realized in horizontal structure face, on horizontal structure face
Pairs of overturning fixing steel plate between spacing it is suitable with prefabricated beam column width, two overturning fixing steel plates are formed to prefabricated post
Orientation direction effect, due to being in vertical distribution between horizontal structure face and vertical mounting surface, i.e., horizontal structure face be in horizontal cloth
Set, above overturning fixing steel plate be also linearly distributed, four direction overturning fixing steel plate shape spacing it is consistent, effectively
The positioning to prefabricated beam column is accurately realized, human error when artificial snap the line, abutting joint is avoided, supports function realizing
The demand in positioning is met while energy, solves the problems, such as that the support frame of high material consumption is supported, and it is difficult to reduce operation
Degree, it is fast and quasi- when realizing positioning, shorten construction period；After the completion of location and installation, fixing steel plate flip vertical will be overturn,
And the overturning fixing steel plate on four faces is carried out to drawing between each other, so that one size of formation is accurate, the template of Fast Installation,
It solves the construction for needing individually to set up crosshead installation wooden model, avoids human cost when occupying material and removing, reduction
The occupied space of construction site solves artificial die-filling error problem.The utility model effectively realizes three functions
Integrated ingehious design.
The utility model has the beneficial effects that the three-in-one unit of the utility model is convenient and efficient when using, factory's sizing production,
The scene of being transported to can be installed by prepared screw-bolt hole.With precision height, prepared screw-bolt hole pass through it is pre-buried when prefabrication, in advance
Erection of main beam position processed reliably guaranteed, the guaranteed effect of progress；Space can be saved, when precast main beam span is little
It can exempt to support, support can be largely reduced when span is big, reduce or remit later period formwork and reinforced process, largely saved lower space.It is tied
Structure is overall beautiful, and without excess stock after installation, impression quality is good after concreting.Achieve the purpose that save the cost, condition reach
It can exempt to support after, reduce the use of support frame；Reduce later period node template expense, package unit, which can have enough to meet the need, to be used for multiple times.
Working efficiency can be effectively improved, is saved the duration, subsequent handling has been reduced or remitted in support, positioning, template one-time-reach-place, and it is convenient for disassembly and assembly, it can
Significantly accelerate the duration.Construction quality is ensured, device can be accurately positioned erection of main beam position, and position is quasi- when using as template
Really, impression quality is good after concreting.Scientific and reasonable for structure and highly-safe, personnel are easy to operate, after being installed
It is finished using to concreting, personnel are not necessarily to frequent operation.With support, positioning, template is multi-functional is integrated in one, and meets existing
Generationization assembled facade lighting.
Detailed description of the invention
Fig. 1 is the structural upright of the working support positioning template device of the utility model assembled architecture bean column node
Figure；
Fig. 2 is the three-dimensional main view of the working support positioning template device of the utility model assembled architecture bean column node
Figure；
Fig. 3 is that the oblique of the working support positioning template device of the utility model assembled architecture bean column node faces upward structure
Figure；
Fig. 4 is that the three-dimensional side of the working support positioning template device of the utility model assembled architecture bean column node is overlooked
Figure；
Fig. 5 is the mounting structure schematic diagram of lateral rotation axis；
Fig. 6 is the structural schematic diagram of pilot pin raised on horizontal structure face；
Fig. 7 is that state diagram is applied in combination in four support positioning template devices；
Fig. 8 is the construction schematic diagram that the constructional device of the utility model in actual use was used to support, positioned prefabricated beam column；
Fig. 9 is after four groups of overturning fixing steel plate flip verticals relative to the pull-shaped structural schematic diagram at template；
Figure 10 is the constructional device of the utility model in actual use for the construction schematic diagram after form assembly；
Wherein: 1 horizontal structure face, 2 vertical mounting surfaces, 3 gusseted faces, 4 fixing bolts, 5 overturning fixing steel plates, 6 pairs
Draw preformed hole, 7 lateral rotation axis, 8 shaft seats, 9 pilot pins, 10 prefabricated posts, 11 prefabricated beam columns, 12 Screw arbor with nut at both-ends.
Specific embodiment
To make the objectives, technical solutions and advantages of the present invention clearer, With reference to embodiment
And referring to attached drawing, the utility model is further described.It should be understood that these descriptions are merely illustrative, and do not really want
Limit the scope of the utility model.In addition, in the following description, descriptions of well-known structures and technologies are omitted, to avoid not
Necessarily obscure the concept of the utility model.
Embodiment 1: as shown in FIG. 1 to FIG. 7, according to on-site actual situations through the number of Force Calculation determining device fixing bolt 4
Amount and 10 prepared screw-bolt hole quantity of prefabricated post, prefabricated post 10 in factory process, that is, accurate prepared screw-bolt hole, be transported to on-site hoisting
After, positioning template device will be supported to be installed according to reserved bolt hole with fixing bolt 4 and fastened.Assembled architecture beam column section
The working support positioning template device of point characterized by comprising the supportive body of rectangular angle steel shape, supportive body packet
A horizontal structure face 1 is included, the vertical mounting surface 2 that and corner perpendicular with horizontal structure face 1 is connected, at least two pieces are connected to water
Gusseted face 3 between flat structure face 1 and vertical mounting surface 2 is equipped with what several extended outwardly on vertical mounting surface 2
Fixing bolt 4 is hingedly equipped with two pieces of strips on the edge to connect on the horizontal structure face 1 with vertical mounting surface 2
Overturning fixing steel plate 5, overturning fixing steel plate 5 along horizontal structure face 1 two sides rim portion be distributed, overturning fixing steel plate 5 from
By being offered on end plate face to preformed hole 6 is drawn, overturning fixing steel plate 5 can be opposite on horizontal structure face 1 by shaft of hinged place
Spacing between the overturning that it carries out 90 °, two pieces of overturning fixing steel plates 5 is adapted design with the width of beam column.Wherein: fixed
Bolt 4: the aperture on support positioning template device penetrates fixing bolt 4 and is connected with prepared screw-bolt hole in prefabricated post 10 fastening, has
Quantity, which is arranged, in body to determine according to on-site actual situations through Force Calculation.Lateral rotation axis 7: it sets and overturning fixing steel plate 5 and master
Between body structure, turning to overturning, fixing steel plate 5 is vertical with structural plane will not continue to rotate afterwards.Overturn fixing steel plate 5:In
It turns to when being contacted with horizontal structure face 1, can be played the role of positioning using two pieces of steel plate spacing, and can be because the presence of steel plate will not
Make precast main beam that later period displacement occur；When turning to vertical with structural plane, the use of node location template can be used as, by right
Preformed hole 6 is drawn to be tensed with Screw arbor with nut at both-ends 12.To drawing preformed hole 6: misplace certain distance above and below preformed hole symmetric position, convenient
Penetrating after Screw arbor with nut at both-ends 12 makes the dislocation of Screw arbor with nut at both-ends 12 to drawing, and fastening after Screw arbor with nut at both-ends 12 has been template action.Supportive body is used
Prepared screw-bolt hole is fixedly linked after tightening on fixing bolt 4 and prefabricated post 10, and lateral rotation axis 7 can rotate overturning fixing steel plate
5, when turning to overturning fixing steel plate 5 and horizontal structure face 1 contacts, the distance between two pieces of overturning fixing steel plates 5 just may be used
To play the role of positioning, and so that it will not be displaced since the presence of overturning fixing steel plate 5 can block precast main beam；When turning to
When vertical with horizontal structure face 1, template action can be played, the overturning fixing steel plate 5 of four support positioning template devices turns simultaneously
After moving vertically, that is, the closing of entire node location is completed, four Screw arbor with nut at both-ends 12 is used to tense.
Preferably, the bottom surface for overturning the turning end of fixing steel plate 5 is equipped with lateral rotation axis 7, and lateral rotation axis 7 is interspersed in
It is fixed in the shaft seat 8 in 1 corner edge of horizontal structure face, overturns fixing steel plate 5 relative to 1 flip vertical of horizontal structure face
When, the plate face and vertical mounting surface 2 for overturning fixing steel plate 5 are in same vertical plane height, horizontal structure face 1 and right angle setting
The width in face 2 is consistent with the width of prefabricated post 10, the outer edge of the overturning fixing steel plate 5 and the side in horizontal structure face 1
Edge is on same vertical plane
Preferably, the horizontal structure face 1 on overturning fixing steel plate 5 in pacifying on position corresponding to preformed hole 6 to drawing
Equipped with the pilot pin 9 to raise upward.When overturning fixing steel plate 5 is located on horizontal structure face 1, to drawing preformed hole 6 right through fixed
Position bolt 9 forms the two point positioning hingedly between pilot pin 9, it is steady in position fixing process to further strengthen overturning fixing steel plate 5
It is qualitative.
Embodiment 2: as shown in figs. 8-10, example is applied in combination in a kind of support positioning template device, in hoisting prefabricated beam
When column 11, using lateral rotation axis 7 will overturn fixing steel plate 5 turn to structure face contact, between two pieces of overturning fixing steel plates 5
Away from being just prefabricated 11 width of beam column, the installation of prefabricated beam column 11 is accurately positioned, after prefabricated beam column 11 is installed, due to turning over
The presence for turning fixing steel plate 5, which can accurately block prefabricated 11 position of beam column, to be shifted, including four support positioning template device groups
It closes and uses, the respective vertical mounting surface 2 of four support positioning template devices passes through several fixed spiral shells by same level height
Bolt 4 is installed on four cylinders at 10 top of prefabricated post, and adjacent horizontal structure face 1 contacts with each other in vertex, the overturning
Fixing steel plate 5 is statically placed on horizontal structure face 1, at this point, overturning of the prefabricated beam column 11 downstream on flat structure face 1 along two sides positions steel
Plate 5 is moved to predetermined position after realizing positioning, completes location and installation, the equal turning vertical of eight overturnings fixing steel plate 5 is in water
Flat structure face 1 and make the plate face for overturning fixing steel plate 5 towards 10 reinforcing bar of prefabricated post, it is opposite and pair two overturning fixing steel plates 5
It is passed through by Screw arbor with nut at both-ends 12 and accordingly drawing preformed hole 6 tense drawing.Since the size of the present apparatus is according to prefabricated post
10 designs, therefore, when the overturning equal turning vertical of fixing steel plate 5 in horizontal structure face 1 and makes the plate face direction for overturning fixing steel plate 5
10 reinforcing bar of prefabricated post, it is opposite and pair two overturning fixing steel plates 5 passed through accordingly by Screw arbor with nut at both-ends 12 to drawing preformed hole
After 6 carry out to tensing, adjacent overturning fixing steel plate 5 on the corner contacts with each other, and after being tensed by Screw arbor with nut at both-ends 12, is formed
The template of rectangle, is convenient for subsequent pouring construction, it is opposite and pair overturning fixing steel plate 5 on it is high to the level for drawing preformed hole 6
Spend it is identical, on two neighboring face overturning fixing steel plate 5 on to draw preformed hole 6 level height it is not identical, on different directions
Screw arbor with nut at both-ends 12 be staggered bit distribution, avoid Screw arbor with nut at both-ends 12 from influencing each other, level of realizing to drawing, can effectively keep the essence of template
Parasexuality and stability.Using four covering devices by after the completion of 10 four sides main cable and girder of prefabricated post, overturning is determined using lateral rotation axis 7
Position steel plate 5 turns to vertical with structural plane, is designed according to overturning fixing steel plate 5 and 7 contact structure of lateral rotation axis, maximum
Rotational angle is, rear utilize overturning fixing steel plate 5 on preformed hole penetrate, right screw rod and opposite overturning positioning vertical with structural plane
Steel plate 5 tenses；Adjacent two device preformed holes misplace certain distance, opposite device preformed hole on the same line, in this way
Effective reinforcement system can be formed after penetrating Screw arbor with nut at both-ends 12, it is subsequent to be not necessarily to increase other behaviour when pouring node concrete
Make.
When needing to remove, dropping for whole device is completed after unclamping Screw arbor with nut at both-ends 12 and fixing bolt 4.
It should be understood that the above-mentioned specific embodiment of the utility model is used only for exemplary illustration or explains this reality
With novel principle, without constituting limitations of the present invention.Therefore, in the spirit and scope without departing from the utility model
In the case of any modification, equivalent substitution, improvement and etc. done, should be included within the scope of protection of this utility model.In addition,
The appended claims for the utility model are intended to cover to fall into attached claim scope and boundary or this range and boundary
Whole change and modification in equivalent form.
Claims (7)
1. the working support positioning template device of assembled architecture bean column node characterized by comprising rectangular angle steel shape
Supportive body, supportive body includes a horizontal structure face (1), and corner perpendicular with horizontal structure face (1) is connected vertical
Straight mounting surface (2), at least two pieces gusseted faces (3) being connected between horizontal structure face (1) and vertical mounting surface (2) are hung down
Several fixing bolts (4) to extend outwardly are installed, on the horizontal structure face (1) and right angle setting on straight mounting surface (2)
The overturning fixing steel plate (5) of two pieces of strips is hingedly installed on the edge that face (2) connects, overturns fixing steel plate (5) edge
The two sides rim portion in horizontal structure face (1) is distributed, and is overturn and is offered in the free end plate face of fixing steel plate (5) to drawing preformed hole
(6), overturning fixing steel plate (5) can be using hinged place shaft on horizontal structure face (1) relative to its 90 ° of overturning of progress, two
Spacing between block overturning fixing steel plate (5) is adapted design with the width of beam column.
2. support positioning template device according to claim 1, which is characterized in that overturning fixing steel plate (5) turns
The bottom surface of moved end is equipped with lateral rotation axis (7), and lateral rotation axis (7), which is interspersed in, is fixed on horizontal structure face (1) corner edge
On shaft seat (8) in, overturn fixing steel plate (5) relative to horizontal structure face (1) flip vertical when, overturn fixing steel plate (5)
Plate face and vertical mounting surface (2) be in same vertical plane height.
3. support positioning template device according to claim 1, which is characterized in that the horizontal structure face (1) and vertical
The width of mounting surface (2) is consistent with the width of prefabricated post (10), the outer edge and horizontal structure of overturning fixing steel plate (5)
The side edge in face (1) is on same vertical plane.
4. support positioning template device according to claim 1, which is characterized in that the horizontal structure face (1) is in overturning
The pilot pin (9) to raise upward is installed on position corresponding to preformed hole (6) to drawing on fixing steel plate (5).
5. support positioning template device according to claim 1,2,3 or 4, it is characterised in that the support locating template
Device is four and is applied in combination that the respective vertical mounting surface (2) of four support positioning template devices is logical by same level height
It crosses on four cylinders that several fixing bolts (4) are installed at the top of prefabricated post (10), adjacent horizontal structure face (1) is in apex angle
Place contacts with each other, and the overturning fixing steel plate (5) is statically placed on horizontal structure face (1).
6. support positioning template device according to claim 5, which is characterized in that the number of overturning fixing steel plate (5)
Amount is eight, and equal turning vertical is in horizontal structure face (1) and makes the plate face of overturning fixing steel plate (5) towards prefabricated post (10) steel
Muscle, it is opposite and pair two overturning fixing steel plates (5) passed through accordingly by Screw arbor with nut at both-ends (12) to drawing preformed hole (6) progress
To tension.
7. support positioning template device according to claim 6, which is characterized in that it is opposite and pair overturning fixing steel plate
(5) identical to the level height for drawing preformed hole (6) on, it is reserved to drawing on the overturning fixing steel plate (5) on two neighboring face
The level height in hole (6) is not identical, and the Screw arbor with nut at both-ends (12) on different directions is staggered bit distribution.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822226542.7U CN209670333U (en) | 2018-12-28 | 2018-12-28 | The working support positioning template device of assembled architecture bean column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822226542.7U CN209670333U (en) | 2018-12-28 | 2018-12-28 | The working support positioning template device of assembled architecture bean column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209670333U true CN209670333U (en) | 2019-11-22 |
Family
ID=68563906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822226542.7U Withdrawn - After Issue CN209670333U (en) | 2018-12-28 | 2018-12-28 | The working support positioning template device of assembled architecture bean column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209670333U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518948A (en) * | 2018-12-28 | 2019-03-26 | 云南建投第二建设有限公司 | The working support positioning template device of assembled architecture bean column node and its application |
-
2018
- 2018-12-28 CN CN201822226542.7U patent/CN209670333U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518948A (en) * | 2018-12-28 | 2019-03-26 | 云南建投第二建设有限公司 | The working support positioning template device of assembled architecture bean column node and its application |
| CN109518948B (en) * | 2018-12-28 | 2023-09-01 | 云南建投第二建设有限公司 | Supporting and positioning template device for construction of assembled building beam column joints and application thereof |
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