CN215926718U - Guardrail template structure of high-altitude clear water corridor - Google Patents
Guardrail template structure of high-altitude clear water corridor Download PDFInfo
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- CN215926718U CN215926718U CN202121922713.5U CN202121922713U CN215926718U CN 215926718 U CN215926718 U CN 215926718U CN 202121922713 U CN202121922713 U CN 202121922713U CN 215926718 U CN215926718 U CN 215926718U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 22
- 238000004873 anchoring Methods 0.000 claims abstract description 8
- 238000009415 formwork Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 230000000903 blocking effect Effects 0.000 claims description 6
- 239000010410 layer Substances 0.000 claims description 5
- 239000002344 surface layer Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 230000035515 penetration Effects 0.000 abstract description 2
- 238000009432 framing Methods 0.000 abstract 2
- 230000004888 barrier function Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
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Abstract
The utility model discloses a guardrail template structure of a high-altitude clear water corridor, wherein an inner template of a guardrail is arranged on the corridor through a support frame, the bottom of the support frame is arranged on the corridor through an anchoring ground beam, an outer template of the guardrail is hung on a cantilever beam of the support frame through a hanging rod, and the outer template is pulled and connected to the inner template through a split screw rod, so that a pouring space for pouring the guardrail is formed by enclosing the outer template, the inner side of the inner template and the outer side of the corridor, further, the condition that full framing scaffolds are erected when high-altitude buildings (such as the corridor) are poured is avoided, the construction cost of the high-altitude buildings is reduced, and the engineering alternate operation of the lower building structure of the corridor of the high-altitude buildings is not limited. The utility model solves the problems that the overhead building corridor needs to be built with full framing scaffolds in the conventional construction mode, the construction cost is high, and the penetration operation of the lower structural engineering of the overhead building corridor is limited.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a guardrail template structure of a high-altitude clear water corridor.
Background
In the clear water corridor pouring of the high-rise building, as the clear water corridor is arranged at high altitude (the elevation is 18.4m), the anti-collision guardrails are poured on two sides of the clear water corridor. When the anticollision barrier was pour, the conventional mode adopted the form of setting up full hall scaffold, because the high so scaffold's of anticollision barrier set up the expense too high, and the interlude operation of engineering receives very big restriction.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects in the prior art, the guardrail template structure of the high-altitude clear water corridor is provided so as to solve the problems that a full scaffold needs to be erected when the high-altitude building corridor is constructed in a conventional mode, the construction cost is high, and the penetration operation of the lower structural engineering of the high-altitude building corridor is limited.
For realizing above-mentioned purpose, provide a clear water vestibule's in high altitude guardrail template structure, include:
the inner template is vertically arranged at the upper part of the corridor;
the supporting frame comprises an upright post, a cantilever beam and an anchoring ground beam, wherein the upright post is arranged at the upper part of the corridor and connected to the outer side of the inner template;
the outer template is arranged on the outer side of the corridor and is opposite to the inner template, a pouring space for pouring a guardrail is formed among the outer template, the inner side of the inner template and the outer side of the corridor, the upper part of the outer template is hung at the other end of the cantilever beam through a hanging rod, and a counter-pull screw rod is connected between the outer template and the inner template;
the support rod assembly is obliquely supported between the middle part of the outer side of the inner template and the corridor surface of the corridor; and
and the traction assembly is connected between the upper part of the outer side of the inner template and the middle part of the gallery face in a pulling mode.
Further, the inner formworks are arranged along the length direction of the corridor.
Further, the bottom orientation of exterior sheathing the vestibule direction is extended and is formed with and extends the bearing board of the below of vestibule, the bearing board position is installed adjustably and is used for the shutoff in the bearing board with shutoff board between the lower part of vestibule.
Furthermore, a strip-shaped hole is formed in the lower portion of the plugging plate and is arranged in the vertical direction, a connecting hole aligned to the strip-shaped hole is formed in the end face of one end, far away from the outer template, of the supporting plate, a closing piece is inserted into the strip-shaped hole and the connecting hole, the closing piece extends to one side, far away from the supporting plate, of the plugging plate and is connected with a pressing flange pressing against the plugging plate, and the upper portion of the plugging plate is pressed against the lower portion of the corridor.
Further, bury first dowel in the gallery face underground, the upper end of first dowel extends the top of gallery face, first dowel with the vaulting pole subassembly syntropy sets up, the lower part of vaulting pole subassembly is formed with the jack, the upper end detachably of first dowel inserts and locates in the jack.
Further, the second dowel bar has been buried underground in the corridor face, the upper end of second dowel bar extends the top of corridor face, it includes cable and turn buckle to pull the subassembly, the first end of cable connect in the stand, turn buckle's one end connect in the second end of cable, turn buckle's the other end connect in the upper end of second dowel bar.
Furthermore, the upper portion of the outer template is connected with a plurality of lug plates, the lug plates are arranged at intervals along the length direction of the outer template, through holes are formed in the lug plates, cross rods penetrate through the through holes of the lug plates, the lower end of the hanging rod is connected with a lifting hook, and the lifting hook is hooked on the cross rods.
Further, the vestibule includes steel construction basic unit and pours in the concrete surface course, be provided with horizontal main muscle in the concrete surface course, horizontal main muscle extends to in the space of pouring, the outside of steel construction basic unit is connected with the peg.
The guardrail template structure of the high-altitude clear water corridor has the advantages that the inner template of the guardrail is arranged on the corridor through the support frame, the bottom of the support frame is arranged on the corridor through the anchoring ground beam, the outer template of the guardrail is hung on the cantilever beam of the support frame through the hanging rod, and the outer template is pulled and connected to the inner template through the opposite-pulling screw rod, so that a pouring space for pouring the guardrail is formed by enclosing the outer template, the inner side of the inner template and the outer side of the corridor, further, the condition that full-hall scaffolds are erected in the process of pouring high-altitude buildings (such as the corridor) is avoided, the construction cost of the high-altitude buildings is reduced, and the engineering insertion operation of the lower building structure of the corridor of the high-altitude building is not limited.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural diagram of a guardrail template structure of a high-altitude clear water corridor according to an embodiment of the utility model.
Fig. 2 is a side view of an inner form of an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of an outer side of the inner mold plate according to an embodiment of the present invention.
Fig. 4 is a side view of an outer form of an embodiment of the present invention.
Fig. 5 is a schematic structural view of the inner side of the outer form according to the embodiment of the present invention.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and are not limiting of the utility model. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1 to 5, the present invention provides a guardrail formwork structure of a high-altitude clear water corridor, including: the formwork comprises an inner formwork 1, a supporting frame 2, an outer formwork 3, a brace rod assembly 4 and a traction assembly 5.
Wherein, the inner formworks 1 are vertically arranged on the upper part of the corridor 6.
The support frame 2 includes a column 21, a cantilever beam 22, and an anchor ground beam 23. The upright post 21 is disposed on the upper portion of the gallery 6, and the upright post 21 is connected to the outer side of the inner formwork 1. One end of the cantilever beam 22 is connected to the top of the pillar 21, and the other end of the cantilever beam 22 extends to the outside of the corridor 6 (i.e., the outside of the opposite sides in the corridor width direction). The anchoring ground beam 23 is installed at the upper portion of the vestibule 6. An anchoring ground beam 23 is connected to the bottom of the upright 21. The anchoring ground beam is connected to the corridor surface of the corridor through bolts.
The outer template 3 is arranged on the outer side of the corridor 6, and the outer template 3 is arranged opposite to the inner template 1. The outer formwork 3 and the inner side of the inner formwork 1 and the outer side of the corridor 6 are enclosed to form a pouring space for pouring the guardrail. The upper part of the outer formwork 3 is suspended from the other end of the cantilever beam 22 by a suspension rod 34. A split screw 33 is connected between the outer template 3 and the inner template 1.
The stay bar component 4 is obliquely supported between the middle part of the outer side of the inner template 1 and the corridor surface of the corridor 6.
The tow assembly 5 has opposite first and second ends. The traction component 5 is connected between the upper part of the outer side of the inner template 1 and the middle part of the corridor surface of the corridor.
According to the guardrail template structure of the high-altitude clear water corridor, the inner template of the guardrail is arranged on the corridor through the support frame, the bottom of the support frame is arranged on the corridor through the anchoring ground beam, the outer template of the guardrail is hung on the cantilever beam of the support frame through the hanging rod, and the outer template is pulled and connected to the inner template through the opposite-pulling screw rod, so that a pouring space for pouring the guardrail is formed by enclosing the outer template, the inner side of the inner template and the outer side of the corridor, further, a full-hall scaffold is prevented from being erected when a high-altitude building (such as the corridor) is poured, the construction cost of the high-altitude building is reduced, and the engineering alternate operation of the lower building structure of the corridor of the high-altitude building is not limited.
In this embodiment, the inner formworks 1 are arranged along the length of the vestibule 6. Referring to fig. 2, a decorative plate is attached to the inner side of the inner template, and decorative lines are arranged on one side of the decorative plate, which is far away from the inner template. After the guardrail is demoulded, the inner side surface of the guardrail is provided with grains matched with the decorative grains of the decorative plate.
Correspondingly, as shown in fig. 4, a decorative plate is attached to the inner side of the outer template, and decorative lines are arranged on one side of the decorative plate, which is far away from the outer template. After the guardrail is demoulded, the outer side surface of the guardrail is provided with grains matched with the decorative grains of the decorative plate. In this embodiment, the decorative board extends to the top of bearing plate, and the decorative board of laminating in the bearing plate forms protruding stupefied, and protruding stupefied sets up along the length direction of exterior sheathing. After the guardrail is demoulded in the later period, the water dripping grooves are formed at the positions corresponding to the convex ridges at the bottom of the guardrail.
Referring to fig. 1, 4 and 5, a support plate 31 is formed at the bottom of the outer form 3 extending toward the vestibule 6. The support plate 31 extends below the vestibule 6. The support plate 31 is provided with a blocking plate 3 in a position-adjustable manner. The plugging plate 3 is used for plugging between the supporting plate 31 and the lower part of the corridor 6.
Specifically, the lower portion of the blocking plate 32 is provided with a strip-shaped hole. The strip-shaped holes are arranged along the vertical direction. The end face of one end of the supporting plate 31 far away from the outer template 3 is provided with a connecting hole aligned to the strip-shaped hole. And the strip-shaped holes and the connecting holes are inserted with fastening pieces. The fastening member extends to a side of the plugging plate 32 away from the supporting plate 31 and is connected to a pressing flange pressed against the plugging plate 32. The upper part of the blanking plate 32 is pressed against the lower part of the gallery 6.
In this embodiment, the vestibule 6 includes a steel structural base layer 62 and a concrete facing 61. Concrete facing 61 is poured on top of steel structural substrate 62. The concrete surface layer 61 is provided with horizontal main ribs 611. The horizontal main bars 611 extend into the casting space. The outer side of the steel structure base layer 62 is connected with a stud 621, and the stud is arranged in the pouring space. And in the later stage, when the guardrail is poured, the horizontal main ribs and the studs are anchored in the concrete of the guardrail.
In a preferred embodiment, the first dowel bars are embedded in the gallery face (concrete face layer). The upper end of the first dowel extends to the upper part of the gallery face. The first dowel bars are arranged in the same direction as the strut assemblies 4. The lower portion of the stay bar assembly 4 is formed with an insertion hole. The upper end of the first inserting rib is detachably inserted into the inserting hole.
In this embodiment, the brace bar assembly includes a threaded pipe and a jacking. The top support is connected with a screw rod, the screw rod is screwed at the first end of the threaded pipe, and the second end of the threaded pipe is sleeved at the upper end of the first dowel.
In this embodiment, bury the second dowel in the gallery face (concrete surface course), the upper end of second dowel extends to the top of gallery face. The upper end of the second dowel bar is obliquely arranged towards the center line of the corridor. The tow assembly 5 includes a tow cable 51 and a turn buckle 52. A first end of the cable 51 is connected to the pillar 21. One end of the turn buckle 52 is connected to the second end of the cable 51, and the other end of the turn buckle 52 is connected to the upper end of the second tendon.
Specifically, one side of the upright column, which is far away from the inner formwork, is connected with a connecting plate, and the connecting plate is flush with the top of the inner formwork. The connecting hole has been seted up to the connecting plate, and the first end of cable is worn to locate the connecting hole and is tied up and tie up in the connecting plate. The second end of the inhaul cable forms a cable buckle, and one end of the turn buckle is hooked to the cable buckle. The other end of the turn buckle is hooked to the upper end of the second dowel.
In a preferred embodiment, a plurality of lugs 35 are attached to the upper portion of the outer form 3. Referring to fig. 1, 4 and 5, a plurality of ear plates 35 are provided at intervals along the length direction of the outer mold plate 3. The ear plates 35 are provided with through holes, and cross rods are arranged in the through holes of the ear plates 35 in a penetrating manner. The lower end of the hanger bar 34 is connected with a hook which is hooked on the cross bar.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be understood by those skilled in the art that the scope of the present invention is not limited to the specific combination of the above-mentioned features, but also covers other embodiments formed by any combination of the above-mentioned features or their equivalents without departing from the spirit of the present invention. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (8)
1. The utility model provides a guardrail template structure of high altitude clear water vestibule which characterized in that includes:
the inner template is vertically arranged at the upper part of the corridor;
the supporting frame comprises an upright post, a cantilever beam and an anchoring ground beam, wherein the upright post is arranged at the upper part of the corridor and connected to the outer side of the inner template;
the outer template is arranged on the outer side of the corridor and is opposite to the inner template, a pouring space for pouring a guardrail is formed among the outer template, the inner side of the inner template and the outer side of the corridor, the upper part of the outer template is hung at the other end of the cantilever beam through a hanging rod, and a counter-pull screw rod is connected between the outer template and the inner template;
the support rod assembly is obliquely supported between the middle part of the outer side of the inner template and the corridor surface of the corridor; and
and the traction assembly is connected between the upper part of the outer side of the inner template and the middle part of the gallery face in a pulling mode.
2. The guardrail formwork structure of a high-altitude clear water corridor as claimed in claim 1, wherein the inner formwork is arranged along the length direction of the corridor.
3. The guardrail template structure of high clear water vestibule as claimed in claim 1, characterized in that the bottom of the outer template extends towards the direction of the vestibule to form a bearing plate extending to the lower part of the vestibule, and the bearing plate is adjustably mounted with a plugging plate for plugging between the bearing plate and the lower part of the vestibule.
4. The guardrail template structure of the high clear water corridor as claimed in claim 3, wherein a strip-shaped hole is formed in the lower portion of the blocking plate, the strip-shaped hole is arranged along the vertical direction, a connecting hole aligned with the strip-shaped hole is formed in the end surface of one end, far away from the outer template, of the supporting plate, a closing member is inserted into the strip-shaped hole and the connecting hole, the closing member extends to one side, far away from the supporting plate, of the blocking plate and is connected with a pressing flange pressed against the blocking plate, and the upper portion of the blocking plate is pressed against the lower portion of the corridor.
5. The guardrail template structure of a high-altitude clear water corridor as claimed in claim 1, wherein a first dowel is embedded in the corridor surface, the upper end of the first dowel extends to the upper side of the corridor surface, the first dowel and the strut assembly are arranged in the same direction, a jack is formed at the lower part of the strut assembly, and the upper end of the first dowel is detachably inserted in the jack.
6. The guardrail template structure of high altitude clear water vestibule of claim 1, characterized in that, second dowel steel has been buried underground in the gallery face, the upper end of second dowel steel extends to the top of gallery face, pull the subassembly and include cable and turn-buckle, the first end of cable connect in the stand, turn-buckle's one end connect in the second end of cable, turn-buckle's the other end connect in the upper end of second dowel steel.
7. The guardrail template structure of the high clear water corridor as claimed in claim 1, wherein a plurality of ear plates are connected to the upper portion of the outer template, the plurality of ear plates are arranged at intervals along the length direction of the outer template, through holes are formed in the ear plates, cross rods are arranged in the through holes of the plurality of ear plates in a penetrating manner, the lower end of the hanger rod is connected with a lifting hook, and the lifting hook is hooked on the cross rods.
8. The guardrail template structure of high-altitude clear water corridor as claimed in claim 1, wherein the corridor comprises a steel structure base layer and a concrete surface layer, a horizontal main rib is arranged in the concrete surface layer, the horizontal main rib extends into the pouring space, and a stud is connected to the outer side of the steel structure base layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121922713.5U CN215926718U (en) | 2021-08-17 | 2021-08-17 | Guardrail template structure of high-altitude clear water corridor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121922713.5U CN215926718U (en) | 2021-08-17 | 2021-08-17 | Guardrail template structure of high-altitude clear water corridor |
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| Publication Number | Publication Date |
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| CN215926718U true CN215926718U (en) | 2022-03-01 |
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| CN202121922713.5U Active CN215926718U (en) | 2021-08-17 | 2021-08-17 | Guardrail template structure of high-altitude clear water corridor |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306394A (en) * | 2023-09-12 | 2023-12-29 | 中交二航局第一工程有限公司 | Precisely constructed flower box formwork and its construction method |
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2021
- 2021-08-17 CN CN202121922713.5U patent/CN215926718U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306394A (en) * | 2023-09-12 | 2023-12-29 | 中交二航局第一工程有限公司 | Precisely constructed flower box formwork and its construction method |
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