CN205591340U - Overlength basement becomes groove structure - Google Patents

Overlength basement becomes groove structure Download PDF

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Publication number
CN205591340U
CN205591340U CN201620108304.4U CN201620108304U CN205591340U CN 205591340 U CN205591340 U CN 205591340U CN 201620108304 U CN201620108304 U CN 201620108304U CN 205591340 U CN205591340 U CN 205591340U
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China
Prior art keywords
deformation groove
basement
deformation
super
base plate
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Expired - Fee Related
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CN201620108304.4U
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Chinese (zh)
Inventor
李长达
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Jiangsu Haosen Architecture Design Co Ltd
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Jiangsu Haosen Architecture Design Co Ltd
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Priority to CN201620108304.4U priority Critical patent/CN205591340U/en
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Expired - Fee Related legal-status Critical Current
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Abstract

The utility model discloses an overlength basement becomes groove structure, including the basement, the basement include roof, bottom plate and outer wall, roof, bottom plate and outer wall on all be provided with and warp the groove, the deformation groove enclose to construct and form its characterized in that by warping tank bottom board and two deformation groove lateral walls: roof, bottom plate and outer wall on the deformation groove be linked to be one " mouth " font deformation band in same cross -section department, this deformation band along the long wide direction interval arrangement of basement. The utility model discloses the atress is clear and definite, and is easy and simple to handle, enables the linear deformation and can concentrate release in controllable position, can high -efficient solutions main structure body fracture, the problem of leaking, and engineering quality safety and normal use are ensured to reduction later maintenance's the degree of difficulty.

Description

A kind of Super-long Basement deformation groove structure
Technical field
This utility model relates to a kind of deformation groove structure, more particularly, it relates to a kind of Super-long Basement deformation groove structure.
Background technology
Along with the fast development of real estate and the growing demand of life of urban resident, the garage parking scale of residential quarters is built bigger and bigger so that storehouse, ground monomer length and width size is all considerably beyond arranging the yardstick that movement joint specifies required by specification.In Practical Project, owing to basement is in the use environment of subsoil water throughout the year, arranging multiple tracks movement joint by specification, to implement difficulty the biggest and waterproof fall flat, and has had a strong impact on basement routine use;As being not provided with movement joint, one is unsatisfactory for code requirement;Its two, the contraction of overlength reinforced concrete member concrete, difference variation, the diversity of geological conditions, the produced accumulated deformation such as difference of structure self build rigidity can produce structure member crevices irregular, uncontrollable.
For above-mentioned situation, the measure the most generally used is: 1, controls the ratio of mud and the slump of concrete, reduces the early-age shrinkage rate of concrete;2, post-cast strip, the early-age shrinkage of release construction stage concrete are set every 30 meters~40 meters;3, additive or anti-crack fiber (increasing cost, construction increases difficulty) are added in concrete;4, jumping storehouse method construction (construction increases difficulty) is used;5, basement top cover increases deformed bar and controls temperature stress (increase cost).
Although have employed various measure, but actual effect is unsatisfactory, storehouse, large-scale ground is because of the contraction of concrete, difference variation, the diversity of geological conditions, the produced accumulated deformation such as difference of structure self build rigidity make main structure body produce uncontrollable Local Cracking to cause situation about leaking to happen occasionally, and later stage patch work is abnormal the most difficult and badly influences normal use.
Summary of the invention
1. utility model to solve the technical problem that
The purpose of this utility model is to overcome above-mentioned deficiency, a kind of Super-long Basement deformation groove structure is provided, use the technical solution of the utility model, simple structure, stress is clear and definite, easy and simple to handle, linear deformation can be made to be able in controllable position and to concentrate release, can efficiently solve main structure body cracking, seepy question, reduce the difficulty of later maintenance, it is ensured that construction quality safely and normally uses.
2. technical scheme
For reaching above-mentioned purpose, the technical scheme that this utility model provides is:
A kind of Super-long Basement deformation groove structure of the present utility model, including basement, described basement includes top board, base plate and exterior wall, it is provided with deformation groove on described top board, base plate and exterior wall, described deformation groove is by deforming trough floor and two deformation groove sidewalls enclose structure and form, it is characterized in that: the described deformation groove on top board, base plate and exterior wall is linked to be one " mouth " font Zona transformans at same section, this Zona transformans is arranged along basement long cross direction interval.
Further, described basement also includes sandwich plate, and described sandwich plate is provided with deformation groove, and the deformation groove two ends on sandwich plate connect with above-mentioned " mouth " font Zona transformans.
Further, the distance between adjacent described Zona transformans is 80 meters.
Further, deformation groove at described base plate is arranged at below base plate, deformation groove at described exterior wall is arranged at outside exterior wall, and the deformation groove at described top board is arranged at above top board, and the two deformation groove side-wall outer side deforming groove at described base plate, exterior wall and top board are provided with mattress layer;It is provided with waterproof layer between described mattress layer and deformation groove outline.
Further, described mattress layer is plastic foamboard.
Further, after being provided with drainage blind pipe in the deformation groove at described base plate, coarse sand is filled, and the two ends of described drainage blind pipe connect with catch pit.
Further, the deformation groove at described sandwich plate is arranged at below sandwich plate.
3. beneficial effect
The technical scheme using this utility model to provide, compared with existing known technology, has the advantages that
(1) a kind of Super-long Basement deformation groove structure of the present utility model, deformation groove on its top board, base plate and exterior wall is linked to be one " mouth " font Zona transformans at same section, this Zona transformans is arranged along basement long cross direction interval, make linear deformation be able in controllable position and concentrate release, can efficiently solve main structure body cracking, reduce the difficulty of later maintenance, it is ensured that construction quality safely and normally uses;
(2) a kind of Super-long Basement deformation groove structure of the present utility model, which solve current specification for structure and the regulation that the maximum spacing of movement joint limits is set about basement reinforced concrete structure requirement, analyze theoretically, by the correct position at basement, Zona transformans is set, basement can infinitely do greatly so that the scale of basement will not be any way limited because specification regulation and building function require;
(3) a kind of Super-long Basement deformation groove structure of the present utility model, its basement on-demand can be quadratured and be built and need not use movement joint segmentation by code requirement, save exterior wall, save floor occupying area, thus save construction costs, the utilization rate making basement gives full play to, hence it is evident that improve basement efficiency of construction;
(4) a kind of Super-long Basement deformation groove structure of the present utility model, two deformation groove side-wall outer side of its deformation groove are provided with mattress layer, to guarantee that deformation groove can be with Free Transform;
(5) a kind of Super-long Basement deformation groove structure of the present utility model, being provided with waterproof layer between its mattress layer and deformation groove outline, in order to avoid producing local cracks infiltration because of deformation groove overload, playing reinforcement waterproof action;
(6) a kind of Super-long Basement deformation groove structure of the present utility model, after being provided with drainage blind pipe in deformation groove at its base plate, coarse sand is filled, the two ends of drainage blind pipe connect with catch pit, can more effectively get rid of basement because of the hidden danger of local overstressing generation percolating water, play pre-water-impervious drainage, guarantee that basement is in without open fire dry environment during using, it is ensured that construction quality.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of Super-long Basement of the present utility model deformation groove structure;
Fig. 2 is to deform groove in a kind of Super-long Basement of the present utility model deformation groove structure to be positioned at the structural representation at top board;
Fig. 3 is to deform groove in a kind of Super-long Basement of the present utility model deformation groove structure to be positioned at the structural representation at exterior wall;
Fig. 4 is to deform groove in a kind of Super-long Basement of the present utility model deformation groove structure to be positioned at the structural representation at base plate;
Fig. 5 is to deform groove in a kind of Super-long Basement of the present utility model deformation groove structure to be positioned at the structural representation at sandwich plate.
Label declaration in schematic diagram: 1, top board;2, base plate;21, drainage blind pipe;3, exterior wall;4, deformation groove;41, mattress layer;42, waterproof layer;5, sandwich plate.
Detailed description of the invention
For further appreciating that content of the present utility model, in conjunction with the accompanying drawings and embodiments this utility model is described in detail.
Embodiment 1
In conjunction with Fig. 1, a kind of Super-long Basement deformation groove structure of the present embodiment, solve current specification for structure and the regulation that the maximum spacing of movement joint limits is set about basement reinforced concrete structure requirement, analyze theoretically, by the correct position at basement, Zona transformans is set, basement can infinitely do greatly so that the scale of basement will not be any way limited because specification regulation and building function require;Basement on-demand can be quadratured build and movement joint segmentation need not be used by code requirement, save exterior wall 3, save floor occupying area, thus save construction costs so that the utilization rate of basement gives full play to, hence it is evident that improve basement efficiency of construction;Including basement, basement includes top board 1, base plate 2 and exterior wall 3, top board 1, deformation groove 4 it is provided with on base plate 2 and exterior wall 3, deformation groove 4 is enclosed structure formed by deformation trough floor and two deformation groove sidewall, top board 1, deformation groove 4 on base plate 2 and exterior wall 3 is linked to be one " mouth " font Zona transformans at same section, this Zona transformans is arranged along basement long cross direction interval, distance between adjacent deformations band is 80 meters, make linear deformation be able in controllable position and concentrate release, can efficiently solve main structure body cracking, reduce the difficulty of later maintenance, guarantee construction quality safety and normally use;Deformation groove 4 at base plate 2 is arranged at below base plate 2 and (sees shown in 4), deformation groove 4 at exterior wall 3 is arranged at (shown in Figure 3) outside exterior wall 3, deformation groove 4 at top board 1 is arranged at (shown in Figure 2) above top board 1, the two deformation groove side-wall outer side deforming groove 4 at base plate 2, exterior wall 3 and top board 1 are provided with mattress layer 41, to guarantee that deformation groove 4 can be with Free Transform, in the present embodiment, mattress layer 41 is plastic foamboard;Being provided with waterproof layer 42 between mattress layer 41 and deformation groove 4 outline, in order to avoid producing local cracks infiltration because deformation groove 4 transships, playing reinforcement waterproof action;In order to more effectively get rid of basement because of the hidden danger of local overstressing generation percolating water, guarantee that basement is in without open fire dry environment during using, guarantee construction quality, after being provided with drainage blind pipe 21 in deformation groove 4 at base plate 2, coarse sand is filled, the two ends of drainage blind pipe 21 connect with catch pit, play pre-water-impervious drainage.
Embodiment 2
The basic structure of a kind of Super-long Basement deformation groove structure of the present embodiment is with embodiment 1, difference is: basement also includes sandwich plate 5, deformation groove 4 it is provided with on sandwich plate 5, deformation groove 4 two ends on sandwich plate 5 connect with above-mentioned " mouth " font Zona transformans, and the deformation groove 4 at sandwich plate 5 is arranged at (shown in Figure 5) below sandwich plate 5.
A kind of Super-long Basement deformation groove structure of the present utility model, simple structure, stress is clear and definite, easy and simple to handle, linear deformation can be made to be able in controllable position and to concentrate release, can efficiently solve main structure body cracking, seepy question, reduce the difficulty of later maintenance, it is ensured that construction quality safely and normally uses.
Schematically being described this utility model and embodiment thereof above, this description does not has restricted, and shown in accompanying drawing is also one of embodiment of the present utility model, and actual structure is not limited thereto.So, if those of ordinary skill in the art is enlightened by it, in the case of creating objective without departing from this utility model, design the frame mode similar to this technical scheme and embodiment without creative, protection domain of the present utility model all should be belonged to.

Claims (7)

1. a Super-long Basement deformation groove structure, including basement, described basement includes top board (1), base plate (2) and exterior wall (3), described top board (1), deformation groove (4) it is provided with on base plate (2) and exterior wall (3), described deformation groove (4) is enclosed structure formed by deformation trough floor and two deformation groove sidewall, it is characterized in that: described top board (1), deformation groove (4) on base plate (2) and exterior wall (3) is linked to be one " mouth " font Zona transformans at same section, this Zona transformans is arranged along basement long cross direction interval.
A kind of Super-long Basement deformation groove structure the most according to claim 1, it is characterized in that: described basement also includes sandwich plate (5), being provided with deformation groove (4) on described sandwich plate (5), deformation groove (4) two ends on sandwich plate (5) connect with above-mentioned " mouth " font Zona transformans.
A kind of Super-long Basement deformation groove structure the most according to claim 1 and 2, it is characterised in that: the distance between adjacent described Zona transformans is 80 meters.
A kind of Super-long Basement deformation groove structure the most according to claim 3, it is characterized in that: the deformation groove (4) at described base plate (2) place is arranged at base plate (2) lower section, the deformation groove (4) at described exterior wall (3) place is arranged at exterior wall (3) outside, the deformation groove (4) at described top board (1) place is arranged at top board (1) top, and the two deformation groove side-wall outer side at described base plate (2), exterior wall (3) and top board (1) place deformation groove (4) are provided with mattress layer (41);It is provided with waterproof layer (42) between described mattress layer (41) and deformation groove (4) outline.
A kind of Super-long Basement deformation groove structure the most according to claim 4, it is characterised in that: described mattress layer (41) is plastic foamboard.
A kind of Super-long Basement deformation groove structure the most according to claim 4, it is characterized in that: being provided with drainage blind pipe (21) coarse sand afterwards in the deformation groove (4) at described base plate (2) place and fill, the two ends of described drainage blind pipe (21) connect with catch pit.
A kind of Super-long Basement deformation groove structure the most according to claim 2, it is characterised in that: the deformation groove (4) at described sandwich plate (5) place is arranged at sandwich plate (5) lower section.
CN201620108304.4U 2016-02-02 2016-02-02 Overlength basement becomes groove structure Expired - Fee Related CN205591340U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620108304.4U CN205591340U (en) 2016-02-02 2016-02-02 Overlength basement becomes groove structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620108304.4U CN205591340U (en) 2016-02-02 2016-02-02 Overlength basement becomes groove structure

Publications (1)

Publication Number Publication Date
CN205591340U true CN205591340U (en) 2016-09-21

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110512787A (en) * 2019-08-23 2019-11-29 成都市建筑设计研究院 A kind of temperature stress release structure for super long building structure
CN110607869A (en) * 2019-09-18 2019-12-24 成都市建筑设计研究院 Temperature stress releasing structure for super-long building structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110512787A (en) * 2019-08-23 2019-11-29 成都市建筑设计研究院 A kind of temperature stress release structure for super long building structure
CN110607869A (en) * 2019-09-18 2019-12-24 成都市建筑设计研究院 Temperature stress releasing structure for super-long building structure

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160921

Termination date: 20200202

CF01 Termination of patent right due to non-payment of annual fee