CN209837663U - Template system for high-rise building construction - Google Patents

Template system for high-rise building construction Download PDF

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Publication number
CN209837663U
CN209837663U CN201920260641.9U CN201920260641U CN209837663U CN 209837663 U CN209837663 U CN 209837663U CN 201920260641 U CN201920260641 U CN 201920260641U CN 209837663 U CN209837663 U CN 209837663U
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China
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formwork
template
structure construction
construction according
rise structure
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CN201920260641.9U
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王成
王维
王卫银
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Jiangsu New High Altitude Engineering Co Ltd
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Jiangsu New High Altitude Engineering Co Ltd
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Abstract

The utility model provides a template system is used in structure construction of towering, include a plurality of layers of template unit by lower supreme arranging, the template unit includes and adopts split bolt fixed inner formword and exterior sheathing with the section of thick bamboo wall of shaping structure, the inner formword is located the inboard of section of thick bamboo wall, the exterior sheathing is located the outside of section of thick bamboo wall, the inboard of inner formword and the outside of exterior sheathing all are connected with encloses the purlin, it is connected with the pole setting to enclose the purlin, the top of pole setting is connected with the horizon bar, the horizon bar is equipped with a plurality of regulation holes along its length direction, the bottom of pole setting is connected with the down tube of being connected with single regulation hole, pole setting, horizon bar and down tube constitute the tripod, per two the template unit still is equipped with a gallows. The utility model discloses firm nature is promoted.

Description

Template system for high-rise building construction
Technical Field
The utility model relates to a structure construction technical field that stands tall, concretely relates to template system is used in structure construction that stands tall.
Background
The plant often includes high-rise structures such as chimneys and cooling towers. When a new high-rise structure is needed, a template is built by adopting a simple 'shaft' -shaped scaffold in a traditional mode, the firmness is insufficient, potential safety hazards are easily caused, the adjustment cannot be performed according to the gradient of the cylinder wall, a set of specially-made scaffold and template are needed for new construction of each structure, the construction cost is very high, and urgent improvement is needed.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, an object of the utility model is to provide a template system is used in structure construction of towering, the firm nature is promoted.
In order to realize the above-mentioned purpose, the utility model relates to a template system is used in structure construction of towering, include a plurality of layers of template unit by lower supreme arranging, the template unit includes and adopts split bolt fixed inner formword and exterior sheathing with the section of thick bamboo wall of shaping structure, the inner formword is located the inboard of section of thick bamboo wall, the exterior sheathing is located the outside of section of thick bamboo wall, the inboard of inner formword and the outside of exterior sheathing all are connected with encloses the purlin, it is connected with the pole setting to enclose the purlin, the top of pole setting is connected with the horizon bar, the horizon bar is equipped with a plurality of regulation holes along its length direction, the bottom of pole setting is connected with the down tube that is connected with single regulation hole, pole setting, horizon bar and down tube constitute the tripod, per two the template unit still is equipped with.
Preferably, the split bolt is made of phi 16 round steel and double-end threading, a sleeve is sleeved on the part, located in the cylinder wall, of the split bolt, the sleeve is made of phi 20 PVC pipes, and sponges are arranged at two ends of the sleeve in a cushioning mode.
Preferably, the specifications of the inner template and the outer template are both 1000mm × 1300 mm.
Preferably, the enclosing purlin is a phi 48 steel pipe, and the length of the enclosing purlin is 2.5-4.0 m.
Preferably, the upper side of the horizontal rod is connected with a walkway plate, and one end of the horizontal rod far away from the upright post is provided with a protective rod along the height direction.
Preferably, the hanger comprises a triangular upper frame hung at the bottom of the horizontal rod, a trapezoidal lower frame is hung under the upper frame, the bottom of the lower frame is connected with a scaffold board, and a safety net is arranged outside the hanger.
Compared with the prior art, the utility model, its beneficial effect is:
the plurality of layers of template units are arranged from bottom to top, so that the layer-by-layer concrete pouring is realized, when the concrete cylinder wall at a higher position needs to be poured, only one layer of template unit at the bottommost layer needs to be disassembled and conveyed to the position of the template unit at the highest layer, a new layer of template unit can be continuously constructed above the existing template unit at the highest layer, and the template unit is repeatedly used, so that the construction cost is greatly reduced;
the template unit comprises an inner template and an outer template which are fixed with the cylinder wall of the formed structure by adopting split bolts, so that the pouring forming of concrete is ensured, and the firmness is improved; enclosing purlins are connected to the inner side of the inner template and the outer side of the outer template, the enclosing purlins can reinforce the inner template and the outer template to improve the overall strength on one hand, and are used for fixing a tripod on the other hand, so that the operation of constructors is facilitated; the horizontal rod is provided with a plurality of adjusting holes along the length direction of the horizontal rod so as to adjust the inclination of the tripod and adapt to the requirement of gradient change of the cylinder wall; every two template units are also provided with a hanging bracket, so that the operation of removing the template, plugging holes and the like by constructors is facilitated.
Drawings
Fig. 1 is a half sectional view of a formwork system for high-rise structure construction according to the present invention;
fig. 2 is a schematic structural view of a single tripod in the formwork system for high-rise structure construction according to the present invention.
In the figure: 1. a cylinder wall; 2. oppositely pulling the bolts; 3. an inner template; 4. an outer template; 5. enclosing purlins; 6. erecting a rod; 7. a horizontal bar; 8. an adjustment hole; 9. a diagonal bar; 10. a hanger; 11. a walkway plate; 12. a safety net is provided.
Detailed Description
In order to explain the technical content, structural features, achieved objects and functions of the present invention in detail, the following embodiments are described in detail with reference to the accompanying drawings.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be taken as limiting the scope of the invention.
The utility model provides a template system is used in structure construction of towering, include a plurality of layers of template unit by lower supreme arranging, the template unit includes and adopts interior template 3 and exterior template 4 to stay bolt 2 fixed with section of thick bamboo wall 1 of shaping structure, interior template 3 is located section of thick bamboo wall 1's inboard, exterior template 4 is located section of thick bamboo wall 1's the outside, interior template 3's inboard and exterior template 4's the outside all is connected with encloses purlin 5, it is connected with pole setting 6 to enclose purlin 5, the top of pole setting 6 is connected with horizon bar 7, horizon bar 7 is equipped with a plurality of regulation holes 8 along its length direction, the bottom of pole setting 6 is connected with the down tube 9 of being connected with single regulation hole 8, pole setting 6, horizon bar 7 and down tube 9 constitute the tripod, per two the template unit still is equipped with a gallows 10.
By adopting the technical scheme, the plurality of layers of template units are arranged from bottom to top, specifically, three layers can be adopted, and the three layers of template units are circularly and alternately used upwards in the construction process, so that the layer-by-layer concrete pouring is realized, when the concrete cylinder wall 1 at a higher position needs to be poured, only one layer of template unit at the bottommost layer is needed to be disassembled and conveyed to the position of the template unit at the highest layer, a new layer of template unit can be continuously constructed above the existing template unit at the highest layer for repeated use, and the construction cost is greatly reduced;
the template unit comprises an inner template 3 and an outer template 4 which are fixed with the cylinder wall 1 of the formed structure by adopting split bolts 2, thereby ensuring the pouring forming of concrete and improving the firmness; the inner side of the inner template 3 and the outer side of the outer template 4 are both connected with surrounding purlins 5, the surrounding purlins 5 can reinforce the inner template 3 and the outer template 4 to improve the overall strength on one hand, and are used for fixing a tripod on the other hand, so that the operation of constructors is facilitated; the horizontal rod 7 is provided with a plurality of adjusting holes 8 along the length direction thereof to adjust the inclination of the tripod and to adapt to the requirement of the gradient change of the cylinder wall 1; each two template units are also provided with a hanging bracket 10, so that constructors can conveniently perform operations such as template removal, hole plugging and the like, and the local distance can be adjusted according to actual needs; and a shaping plate can be arranged between every two triangular frames, and a method for locally repairing the shaping plate is adopted when the distance between the individual triangular frames needs to be adjusted along with the gradual rising of the construction of the cylinder wall 1.
Preferably, the split bolt 2 is made of 16-phi round steel and double-end threading, a sleeve is sleeved on the part, located in the barrel wall 1, of the split bolt 2, the sleeve is made of 20-phi PVC pipes, and sponges are arranged at two ends of the sleeve in a cushioning mode.
Through adopting above-mentioned technical scheme, be favorable to used repeatedly split bolt 2, when demolising the template unit of bottom, can demolish split bolt 2 together, be used for setting up new template unit after the correction, reduced construction cost, the sponge is used for preventing to leak thick liquid.
Preferably, the specifications of the inner template 3 and the outer template 4 are both 1000mm × 1300 mm.
Through adopting above-mentioned technical scheme, be favorable to guaranteeing equilibrium and firm nature, and single inner formword 3 should neither too big nor too little with the specification of outer formword 4, too big cause the transport difficulty, and the undersize is then intensity is relatively poor.
Preferably, the enclosing purlin 5 is a phi 48 steel pipe, and the length of the enclosing purlin 5 is 2.5-4.0 m.
Through adopting above-mentioned technical scheme, be favorable to guaranteeing joint strength to guarantee the firm nature of tripod, in order to guarantee constructor's personal safety.
Preferably, the upper side of the horizontal rod 7 is connected with a walkway plate 11, and one end of the horizontal rod 7 far away from the upright post is provided with a guard bar along the height direction.
Through adopting above-mentioned technical scheme, make things convenient for constructor's construction operation greatly, and the guard bar can strengthen the safety protection to constructor.
Preferably, the hanger 10 includes a triangular upper frame hung at the bottom of the horizontal rod 7, a trapezoidal lower frame is hung on the upper frame, the bottom of the lower frame is connected with a scaffold board, and a safety net 12 is arranged outside the hanger 10.
By adopting the technical scheme, the overall strength is favorably ensured, so that the firmness of the hanging bracket 10 is ensured, the operation of constructors is facilitated, and the personal safety of the constructors is further ensured by the safety net 12.
To sum up, the preferred embodiment of the present invention is only, the protection scope of the present invention is not limited thereto, and all equivalent changes and modifications made in accordance with the patent scope and the content of the specification of the present invention are all within the scope covered by the present invention.

Claims (6)

1. A template system for high-rise structure construction is characterized in that: the novel formwork comprises a plurality of layers of formwork units arranged from bottom to top, wherein each formwork unit comprises an inner formwork and an outer formwork which are fixed with a formed structure through tie bolts, the inner formwork is located on the inner side of the wall of the formwork, the outer formwork is located on the outer side of the wall of the formwork, the inner side of the inner formwork and the outer side of the outer formwork are connected with enclosing purlins, the enclosing purlins are connected with vertical rods, the top of each vertical rod is connected with a horizontal rod, the horizontal rods are provided with a plurality of adjusting holes along the length direction of the horizontal rods, the bottom of each vertical rod is connected with an inclined rod connected with a single adjusting hole, the vertical rods, the horizontal rods and the inclined rods form a tripod, and each formwork unit is further.
2. The formwork system for high-rise structure construction according to claim 1, wherein: the split bolts are made of phi 16 round steel and double-end mantle wires, sleeves are sleeved on the portions, located in the cylinder walls, of the split bolts, the sleeves are made of phi 20 PVC pipes, and sponges are arranged at two ends of each sleeve in a cushioning mode.
3. The formwork system for high-rise structure construction according to claim 2, wherein: the specifications of the inner template and the outer template are both 1000mm multiplied by 1300 mm.
4. The formwork system for high-rise structure construction according to claim 3, wherein: the enclosing purlin is a phi 48 steel pipe, and the length of the enclosing purlin is 2.5-4.0 m.
5. The formwork system for high-rise structure construction according to claim 4, wherein: the upside of horizon bar is connected with the guidance tape, the horizon bar is equipped with the guard bar along the direction of height at the one end of keeping away from the stand.
6. The formwork system for high-rise structure construction according to claim 5, wherein: the hanger comprises a triangular upper frame hung at the bottom of the horizontal rod, a trapezoidal lower frame is hung under the upper frame, the bottom of the lower frame is connected with a scaffold board, and a safety net is arranged outside the hanger.
CN201920260641.9U 2019-02-28 2019-02-28 Template system for high-rise building construction Active CN209837663U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920260641.9U CN209837663U (en) 2019-02-28 2019-02-28 Template system for high-rise building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920260641.9U CN209837663U (en) 2019-02-28 2019-02-28 Template system for high-rise building construction

Publications (1)

Publication Number Publication Date
CN209837663U true CN209837663U (en) 2019-12-24

Family

ID=68904998

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920260641.9U Active CN209837663U (en) 2019-02-28 2019-02-28 Template system for high-rise building construction

Country Status (1)

Country Link
CN (1) CN209837663U (en)

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