CN111364803B - Lateral movement resistant garden pavilion and construction method thereof - Google Patents
Lateral movement resistant garden pavilion and construction method thereof Download PDFInfo
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- CN111364803B CN111364803B CN202010204326.1A CN202010204326A CN111364803B CN 111364803 B CN111364803 B CN 111364803B CN 202010204326 A CN202010204326 A CN 202010204326A CN 111364803 B CN111364803 B CN 111364803B
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- rod
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- main rod
- pavilion
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
Abstract
The invention relates to a lateral movement resistant garden pavilion and a construction method thereof, wherein the lateral movement resistant garden pavilion comprises a plurality of stand columns anchored with the ground and pavilion covers fixed to the top ends of the stand columns, a main rod is embedded in each stand column, the bottom end of the main rod is connected with a plurality of auxiliary rods embedded underground, each auxiliary rod is arranged along the axis of the main rod in an equiangular circumference mode, one end, close to the main rod, of each auxiliary rod is provided with a connecting hole, the bottom end of the main rod is provided with a plurality of connecting hooks with upward openings, and the connecting hooks are in inserting fit with the connecting holes. Through adopting above-mentioned technical scheme, receive horizontal effort and wind-force etc. when the stand, produce moment of torsion and horizontal direction's effort around the anchor end, the coupling hook atress that is close to the direction of atress this moment drags the vice pole that corresponds, plays antidumping and anti effect that moves of moving of sidesway. This structure is compared and is established the required degree of depth of pile foundation shallower, but the manpower is excavated and buries the auxiliary rod underground, has avoided the problem of being not convenient for to be under construction at mountain top environment pile foundation engineering, also is favorable to improving the security performance of gardens pavilion.
Description
Technical Field
The invention relates to the technical field of garden engineering, in particular to a lateral movement resistant garden pavilion and a construction method thereof.
Background
At present, landscaping is mainly used as a primary target in garden engineering, so that the landscape is generally applied to structures such as plants, lakes, landscape kiosks, corridors, stone roads and the like for enhancing the attractiveness of the landscape. When a mountain is present in the garden itself, the kiosk is built on top of the mountain. Because the vegetation coverage is generally low on the top of the mountain, the wind speed and the wind volume on the top of the mountain are very high under the condition that no other objects shield the wind. If the pavilion is built on the top of a mountain, the whole structure of the pavilion is required to have strong lateral movement resistance.
The existing pavilion comprises a base, four stand columns fixed on the upper surface of the base and a pavilion cover fixed at the tops of the four stand columns, and sometimes a pile foundation is often poured below the stand columns for increasing the stability of the stand columns.
The above prior art solutions have the following drawbacks: because when building the gardens pavilion on the massif, often the relief is comparatively precipitous abominable for there is better view condition, is unfavorable for developing of pile foundation engineering to make the ground of gardens pavilion shallower, make the anti side of gardens pavilion move the ability relatively poor, consequently there is the improvement space.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides the landscape pavilion capable of resisting lateral movement, which has the good effect of resisting transverse wind force and reducing lateral movement, and the invention also provides a construction method of the landscape pavilion capable of resisting lateral movement, so that the effect of the lateral movement resistance of the landscape pavilion is improved.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides an anti gardens pavilion that moves of sideshift, include a plurality of and ground anchor the stand with each the fixed pavilion lid in top of stand, the mobile jib has been buried underground to the stand inside, the mobile jib bottom is connected with a plurality of secondary bars buried underground, each the secondary bar is followed the equal angle circumference of axis of mobile jib sets up, the secondary bar is close to the connecting hole has been seted up to the one end of mobile jib, the bottom of mobile jib is provided with the couple of a plurality of openings up, the couple with the cooperation of pegging graft of connecting hole.
Through adopting above-mentioned technical scheme, the mobile jib parallel with the stand is buried underground to the stand is inside to make the mobile jib bottom bury underground in the below ground, wherein the bottom of mobile jib is connected with a plurality of bury underground in low and circumference branch be listed as at mobile jib auxiliary rod all around, peg graft the cooperation through hookup hook and connecting hole between auxiliary rod and the mobile jib, wherein fixed hookup hook opening with the mobile jib bottom sets up. The contact area of the stand column and the ground anchor is increased through the arrangement of the auxiliary rod and the main rod, the stand column receives transverse acting force, wind force and the like, the acting force of torque and the horizontal direction is generated around the anchor end, the auxiliary rod corresponding to the stress direction is dragged under the stress of the connecting hook close to the stress direction at the moment, the anti-torque capacity of the stand column is increased through the anchor of the auxiliary rod and the ground, and the anti-overturning and anti-side-shifting effects are achieved. This structure is compared and is established the required degree of depth of pile foundation shallower, but the manpower is excavated and buries the auxiliary rod underground, has avoided the problem of being not convenient for to be under construction at mountain top environment pile foundation engineering, also is favorable to improving the security performance of gardens pavilion.
The present invention in a preferred example may be further configured to: one end of the auxiliary rod, which is far away from the main rod, is obliquely and downwards arranged.
Through adopting above-mentioned technical scheme, the one end slope that keeps away from the bull stick with the auxiliary rod is provided with downwards and is favorable to making the earthwork weight that is located the auxiliary rod top heavier, when the stand atress rotated around the anchor point, the auxiliary rod of atress direction one side can provide bigger reverse moment of torsion to the stand, made the antidumping of stand and the effect of anti side shift better.
The present invention in a preferred example may be further configured to: and a concrete column is poured at the periphery of the auxiliary rod, and the concrete column and the upright column are integrally poured and formed.
By adopting the technical scheme, the concrete column integrally formed with the upright column is poured on the periphery of the concrete trunk, so that the connection and stress relation between the auxiliary rod and the upright column is enhanced, and the auxiliary rod can better apply reverse torque to the upright column to ensure that the lateral movement resistance and the overturning resistance of the upright column are better.
The present invention in a preferred example may be further configured to: a plurality of anchoring nails are arranged on one side of the auxiliary rod, which faces the ground in a protruding mode, and the anchoring nails are arranged along the length direction of the auxiliary rod.
Through adopting above-mentioned technical scheme, be fixed with a plurality of anchor nails at the one side protrusion on vice pole orientation ground, anchor nail ground grafting to increased frictional force and connectivity between vice pole and the ground, and then be favorable to increasing the stand and even the anti side of gardens pavilion moves and the anti ability of overturning.
The present invention in a preferred example may be further configured to: the outer peripheral surface of the main rod is fixedly provided with a plurality of rib plates, the rib plates are arranged along the circumference of the axis of the main rod, and the rib plates extend along the length direction of the main rod.
Through adopting above-mentioned technical scheme, the gusset that is fixed at the outer peripheral face of mobile jib is favorable to improving the holistic bending resistance of mobile jib, and then has improved the bending strength of stand, is favorable to the stand to keep the rigidity, makes the holistic anti-destruction ability of gardens pavilion better when reducing the displacement.
The present invention in a preferred example may be further configured to: a plurality of vertically arranged longitudinal bars and stirrups wrapping the longitudinal bars are embedded in the upright posts.
Through adopting above-mentioned technical scheme, bury the stirrup that indulges the muscle and the parcel indulges the muscle underground in the stand to strengthen the bulk strength of stand, be favorable to improving the anti destructive power of stand.
The present invention in a preferred example may be further configured to: the length direction of the anchoring nail is perpendicular to the length direction of the auxiliary rod.
Through adopting above-mentioned technical scheme, deal with the length direction of anchor nail and the length direction of auxiliary rod to when the stand has the moment of torsion of rotation trend around the anchor point, the auxiliary rod bears the pulling force along auxiliary rod axis direction, and anchor nail and auxiliary rod are provided with perpendicularly and do benefit to the anchor intensity that improves auxiliary rod and soil, and then have improved the anti side and have moved and the antidumping ability of stand.
A construction method for the lateral movement resistant garden pavilion comprises the following steps:
firstly, measuring and paying off, and determining the positions of the main rods and the auxiliary rods of each group;
excavating a foundation pit, wherein the foundation pit comprises a main pit for inserting the main rod and auxiliary pits for placing auxiliary rods, and the auxiliary pits are arranged at equal angles on the circumference and extend downwards in an inclined manner;
paving the main rod and the auxiliary rod, inserting the main rod into the main pit, placing the auxiliary rod into the auxiliary pit, and inserting and matching a connecting hole of the auxiliary rod with a connecting hook of the main rod;
fourthly, erecting longitudinal bars, stirrups and templates;
step five, integrally pouring the upright post and the concrete column, disassembling the template after the upright post and the concrete column are solidified, filling earthwork above the concrete column and tamping;
and step six, setting up a pavilion cover.
Through adopting above-mentioned technical scheme, be used for the main hole of grafting stand and the vice hole of placing vice pole through the excavation to compare and beat and establish the pile foundation, the buried degree of depth is shallower underground of vice pole and mobile jib, but manual excavation is adapted to the special environment in scenic spot mountain region. Wherein the vice pole is placed along vice hole slope, makes stand and concrete column integrated into one piece through pouring cement to be favorable to strengthening joint strength and mechanical properties between vice pole and the mobile jib and the stand, when the stand received the effort of horizontal direction, provide reverse moment of torsion with vice pole and the concrete column of effort homonymy, provide the holding power with vice pole and the concrete column of the opposite side of effort, and then be favorable to improving the holistic anti side of stand and move and antidumping ability.
In conclusion, the invention has the following beneficial effects:
1. by arranging the auxiliary rod and the main rod, the contact area of the vertical column and the ground anchor is increased, when the vertical column is subjected to transverse acting force, wind power and the like, torque and horizontal acting force are generated around the anchor end, the corresponding auxiliary rod is dragged by the stress of the connecting hook close to the stress direction, and the torsion resistance of the vertical column is increased by anchoring the auxiliary rod and the ground, so that the effects of overturning resistance and side shift resistance are achieved, compared with the method that the depth required by pile foundation construction is shallow, the auxiliary rod can be manually excavated and embedded, the problem that the pile foundation engineering is inconvenient to construct in the mountain top environment is avoided, and the safety performance of the garden pavilion is improved;
2. the concrete column integrally formed with the upright column is poured above the auxiliary rod, so that the connection strength between the auxiliary rod and the main rod is improved, the stress of the upright column is better transmitted to the auxiliary rod, and the lateral movement resistance and the overturning resistance of the upright column are improved through the reverse torque applied by the auxiliary rod;
3. through excavation foundation ditch, pre-buried auxiliary rod and mobile jib, be favorable to pouring after being connected in advance mobile jib and auxiliary rod, improved the relation of connection of mobile jib and auxiliary rod, make auxiliary rod difficult for shifting at the in-process of pouring.
Drawings
FIG. 1 is a schematic structural diagram of the present embodiment;
FIG. 2 is a schematic structural view of a column and a concrete column in the present embodiment;
FIG. 3 is a schematic structural view of the primary and secondary rods in this embodiment;
fig. 4 is an enlarged view of a portion a in fig. 3.
Reference numerals: 1. a column; 11. a pavilion cover; 12. a concrete column; 2. a main rod; 21. a connecting hook; 22. a rib plate; 23. longitudinal ribs; 24. hooping; 3. an auxiliary rod; 31. connecting holes; 32. and (5) anchoring nails.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 to 2, the lateral movement resistant garden pavilion disclosed by the invention comprises four groups of upright columns 1 anchored with the ground and pavilion covers 11 fixed at the top ends of the upright columns 1, wherein the cross sections of the upright columns 1 are rectangular and formed by pouring concrete, and the pavilion covers 11 are supported by four corners of the pavilion covers 11 arranged on the upright columns 1 in rows.
As shown in fig. 2 to 3, a vertically arranged main rod 2 is embedded inside each upright post 1, the main rod 2 extends along the length direction of the upright post 1, a plurality of auxiliary rods 3 embedded underground are connected to the bottom end of the main rod 2, one end of each auxiliary rod 3 far away from the main rod 2 is obliquely and downwardly arranged, and each auxiliary rod 3 is circumferentially arranged along the axis of the main rod 2 at an equal angle. One end of the auxiliary rod 3 close to the main rod 2 is provided with a connecting hole 31 (as shown in fig. 4), the bottom end of the main rod 2 is provided with a plurality of connecting hooks 21 with upward openings, and the connecting hooks 21 are in inserted fit with the connecting hole 31.
Wherein one side protrusion of the laminating of auxiliary rod 3 and ground is fixed with a plurality of anchor nails 32, and a plurality of anchor nails 32 are arranged along the length direction of auxiliary rod 3, and the length direction of anchor nail 32 is perpendicular with the length direction of auxiliary rod 3 to also be convenient for fix the horizontal pole with ground when burying the horizontal pole underground. The periphery of the auxiliary rod 3 is poured with a concrete column 12 after the auxiliary rod 3 is fixed with the ground, and the concrete column 12 and the upright post 1 are integrally poured and formed, so that the connection relation between the auxiliary rod 3 and the main rod 2 is improved, the load pressed on the auxiliary rod 3 is increased, and the upright post 1 is more stable when bearing a transverse load.
The outer peripheral face of mobile jib 2 is fixed with a plurality of gusset 22, and gusset 22 arranges along the axis circumference of mobile jib 2, and gusset 22 extends along the length direction of mobile jib 2, has improved the bending resistance of mobile jib 2 and stand 1 through setting up of gusset 22. A plurality of vertically arranged longitudinal ribs 23 and stirrups 24 wrapping the longitudinal ribs 23 are embedded in the upright 1, so that the upright 1 is conveniently molded and the bending resistance of the upright 1 is enhanced when the upright 1 is poured by erecting a template.
The implementation principle of the embodiment is as follows:
a construction method of a lateral movement resistant garden pavilion comprises the following steps:
firstly, measuring and paying off, and determining the positions of the main rod 2 and the auxiliary rod 3 of each group;
excavating a foundation pit, wherein the foundation pit comprises a main pit for inserting the main rod 2 and auxiliary pits for placing the auxiliary rods 3, and the auxiliary pits are arranged at equal angles on the circumference and extend downwards in an inclined manner;
paving the main rod 2 and the auxiliary rod 3, inserting the main rod 2 and the main pit, placing the auxiliary rod 3 into the auxiliary pit, and inserting and matching the connecting hole 31 of the auxiliary rod 3 with the connecting hook 21 of the main rod 2;
fourthly, erecting longitudinal ribs 23, stirrups 24 and a template;
step five, integrally pouring the upright post 1 and the concrete column 12, detaching the template after the upright post 1 and the concrete column 12 are solidified, filling earthwork above the concrete column 12 and tamping;
step six, setting up a pavilion cover 11.
Be used for pegging graft the main hole of stand 1 and placing the vice hole of vice pole 3 through the excavation to compare and beat and establish the pile foundation, the buried depth of vice pole 3 and mobile jib 2 is shallower underground, but manual excavation is adapted to the special environment in scenic spot mountain region. The auxiliary rod 3 is obliquely arranged along the auxiliary pit, and the upright post 1 and the concrete post 12 are integrally formed by pouring cement, so that the connection strength and the mechanical property between the auxiliary rod 3 and the main rod 2 as well as between the auxiliary rod and the upright post 1 are favorably enhanced. The upright post 1 and the concrete are filled with earthwork and manually tamped after solidification, the pressure above the auxiliary rod 3 is improved, when the upright post 1 is acted by the horizontal direction, the auxiliary rod 3 and the concrete column 12 on the same side as the acting force provide reverse torque, and the auxiliary rod 3 and the concrete column 12 on the opposite side of the acting force provide supporting force, so that the integral anti-side-shifting and anti-overturning capacity of the upright post 1 is improved.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (4)
1. A construction method of a lateral movement resistant garden pavilion comprises a plurality of upright columns (1) anchored with the ground and pavilion covers (11) fixed to the top ends of the upright columns (1), and is characterized in that: a main rod (2) is embedded in the upright column (1), the bottom end of the main rod (2) is connected with a plurality of auxiliary rods (3) embedded underground, each auxiliary rod (3) is arranged along the axis of the main rod (2) at equal angles, a connecting hole (31) is formed in one end, close to the main rod (2), of each auxiliary rod (3), a plurality of connecting hooks (21) with upward openings are arranged at the bottom end of the main rod (2), and the connecting hooks (21) are matched with the connecting holes (31) in an inserting mode; one end of the auxiliary rod (3) far away from the main rod (2) is arranged obliquely downwards; a plurality of anchoring nails (32) are convexly arranged on one side of the auxiliary rod (3) facing the ground, and the anchoring nails (32) are arranged along the length direction of the auxiliary rod (3); the length direction of the anchoring nail (32) is vertical to the length direction of the secondary rod (3);
the construction steps are as follows:
firstly, measuring and paying off, and determining the positions of the main rod (2) and the auxiliary rod (3) of each group;
excavating a foundation pit, wherein the foundation pit comprises a main pit for inserting the main rod (2) and auxiliary pits for placing the auxiliary rods (3), and the auxiliary pits are arranged at equal angles on the circumference and extend downwards in an inclined manner;
paving the main rod (2) and the auxiliary rod (3), inserting the main rod (2) into the main pit, placing the auxiliary rod (3) into the auxiliary pit, and inserting and matching a connecting hole (31) of the auxiliary rod (3) with a connecting hook (21) of the main rod (2);
fourthly, erecting longitudinal ribs (23), stirrups (24) and a template;
step five, integrally pouring the upright post (1) and the concrete column (12), disassembling the template after the upright post (1) and the concrete column (12) are solidified, filling earthwork above the concrete column (12) and tamping;
and step six, setting up a pavilion cover (11).
2. The construction method of the lateral movement resistant garden booth according to claim 1, wherein: concrete columns (12) are poured on the peripheries of the auxiliary rods (3), and the concrete columns (12) and the upright columns (1) are integrally poured and formed.
3. The construction method of the lateral movement resistant garden booth according to claim 2, wherein: the outer peripheral surface of the main rod (2) is fixed with a plurality of rib plates (22), the rib plates (22) are arranged along the axis circumference of the main rod (2), and the rib plates (22) extend along the length direction of the main rod (2).
4. The construction method of the lateral movement resistant garden booth according to claim 3, wherein: a plurality of vertically arranged longitudinal ribs (23) and stirrups (24) wrapping the longitudinal ribs (23) are embedded in the upright post (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202010204326.1A CN111364803B (en) | 2020-03-21 | 2020-03-21 | Lateral movement resistant garden pavilion and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010204326.1A CN111364803B (en) | 2020-03-21 | 2020-03-21 | Lateral movement resistant garden pavilion and construction method thereof |
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| CN111364803A CN111364803A (en) | 2020-07-03 |
| CN111364803B true CN111364803B (en) | 2021-11-05 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN203213699U (en) * | 2013-04-25 | 2013-09-25 | 国家电网公司 | Folding fence rack |
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| CN101338726A (en) * | 2007-03-30 | 2009-01-07 | 通用电气公司 | Low cost rail-transportable wind turbine tower |
| CN101769083A (en) * | 2010-03-22 | 2010-07-07 | 谭亚辉 | Water-collecting pavilion with flat top |
| CN103797201A (en) * | 2011-06-28 | 2014-05-14 | 尼尔·德斯波特里斯 | Improved footing plates |
| CN102561377A (en) * | 2012-01-11 | 2012-07-11 | 重庆大学 | Seismic-resistant-columned rock bolt foundation with enlarged toe and construction method of seismic-resistant-columned rock bolt foundation with enlarged toe |
| CN103924739A (en) * | 2014-04-10 | 2014-07-16 | 北京工业大学 | Box-type steel bone-confined concrete column with round steel draw bars and fabrication method of column |
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