CN208056104U - A kind of basement - Google Patents

A kind of basement Download PDF

Info

Publication number
CN208056104U
CN208056104U CN201721779823.4U CN201721779823U CN208056104U CN 208056104 U CN208056104 U CN 208056104U CN 201721779823 U CN201721779823 U CN 201721779823U CN 208056104 U CN208056104 U CN 208056104U
Authority
CN
China
Prior art keywords
wall
piston
reinforcing bar
ponding
soft layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721779823.4U
Other languages
Chinese (zh)
Inventor
朱新武
邹子仪
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhuhai Huahai Property Co Ltd
Original Assignee
Zhuhai Huahai Property Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhuhai Huahai Property Co Ltd filed Critical Zhuhai Huahai Property Co Ltd
Priority to CN201721779823.4U priority Critical patent/CN208056104U/en
Application granted granted Critical
Publication of CN208056104U publication Critical patent/CN208056104U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The utility model is related to concrete component technical field, especially a kind of basement, including cushion cap, wall column reinforcing bar and wall column;Wall column includes column ontology and the bolumn cap on column ontology;Wall column reinforcing bar is located in wall column, and wall column reinforcing bar is extended to from cushion cap bottom in bolumn cap;Further include concrete floor and concrete wall;Rhone is set on concrete floor;It is installed with the second wall with ponding chamber on the inside of concrete wall;The cavity wall of ponding chamber is equipped with water accepting layer;Placed cavity and suction tube are equipped in concrete floor, and ponding chamber is connected to placed cavity;The lower part of ponding chamber is equipped with soft layer;Fixed catch bar on soft layer;Set piston in suction tube, fixed piston rod on piston, the end of piston rod is corresponding with catch bar;Suction tube is equipped with suction hose and drainpipe;Suction hose is used to draw the ponding on soft layer, and drainpipe is connected to rhone;Resetting spring is equipped between piston and the barrel of suction tube.This programme can reduce the waste of basement reinforcing bar and ensure waterproof effect.

Description

A kind of basement
Technical field
The utility model is related to concrete component technical fields, and in particular to a kind of basement.
Background technology
Basement refers to the half that the height that room floors are less than outdoor ground level is more than the stud.Multilayer and High-rise needs deeper basis, using this height, basement to be built under architecture bottom layer, can both increase use Area, and room heart backfill can be saved, it can be said to be both economical.Basement is built below housing bottom, can be improved for building Ground efficiency.
Basement is usually that cushion cap is poured on concrete cushion, can be related to the embedded of basement reinforcing bar later;And underground Room reinforcing bar is the very important supporting member of basement, when traditional reinforcing bar is bound, vertical reinforcement (including basement reinforcing bar, exterior wall Equal reinforcing bars) blanking only gets up from underground chamber base, stayed in base surface according to specification and set certain length, sole plates is waited to pour At, then overlap joint upper reinforcement is bound to ceiling location, complete basement reinforcing bar.
There are following technical problems for the prior art:Traditional reinforcing bar stays the mode of setting, than exempting to overlap together more than lap joint process, Also just waste one section of (such as 1.3lae) lap of splice reinforcing bar, since basement reinforcing bar is larger, the lap of splice is also larger, steel more Muscle waste is serious.
Utility model content
The purpose of this utility model is to provide a kind of basements, can reduce the waste of reinforcing bar.
In order to achieve the above objectives, the base case of the utility model is as follows:
A kind of basement, including cushion cap, wall column reinforcing bar and wall column;Wall column includes column ontology and the column on column ontology Cap;Wall column reinforcing bar is located in wall column, and wall column reinforcing bar is extended to from cushion cap bottom in bolumn cap.
This programme generate advantageous effect be:
1, wall column bar one-time receives head from cushion cap bottom to bolumn cap, and realization exempts to overlap, and reduces reinforcing bar loss, has saved steel Muscle reduces the input of Master Cost.Overlap joint is reduced, decreases the vulnerable area in terms of engineering structure so that in wall column Reinforcing bar overall performance is more preferable;Further ensure the quality of engineering;This procedure is overlapped simultaneously as having saved, is further protected Construction speed is demonstrate,proved.
2, wall column bar one-time receives head from cushion cap bottom to bolumn cap, and realization exempts to overlap;Due to the overlapping regions of the prior art It needs stirrup to encrypt, using the dosage for reducing stirrup of the big degree of this programme, has further practiced environmental protection and energy saving, labor and material saving Principle.
Preferred embodiment one:It is advanced optimized as to base case, further includes concrete floor and and concrete floor The concrete wall being fixedly connected;Concrete floor is equipped with rhone;It is installed with second wall on the inside of concrete wall and adds Wall is equipped with ponding chamber.
The setting of second wall is primarily to further realize water-proof function;Ponding chamber especially in additional chamber, can So that the water being immersed in concrete walls body can first rest on ponding intracavitary, slows down ponding and be immersed in basement;Simultaneously in sky Intracavitary also has certain space, ponding can be allowed gradually to dry up.
Preferred embodiment two:As advanced optimizing to preferred embodiment one, a side chamber of the ponding chamber close to concrete wall Wall is equipped with water accepting layer;Placed cavity and suction tube are equipped in concrete floor, and ponding chamber is connected to placed cavity;The lower part of ponding chamber Equipped with the soft layer for ponding chamber and placed cavity to be isolated;Soft layer bottom surface is fixedly connected with catch bar;Sliding connects in suction tube It is connected to piston, piston rod is fixedly connected on piston, the end of piston rod is corresponding with catch bar;The one end of suction tube far from piston rod It is equipped with suction hose and drainpipe;Suction hose is used to draw the ponding on soft layer, and drainpipe is connected to rhone;Piston and suction Resetting spring is equipped between the barrel of cylinder.
Water-proof function is furthermore achieved in above structure;Concrete principle is:When raining, when rainwater is immersed in concrete wall When interior, water is gradually absorbed by water accepting layer, is dropped onto on soft layer then along water accepting layer;When water accumulating volume herein is more When, soft layer is squeezed by ponding and to lower recess, and piston rod moves downward at this time, so that piston moves downward, at this time Water on soft layer is entered by suction hose in suction tube;After discharge reduction on soft layer, soft layer gradually sets back, Resetting spring also becomes piston is made to set back at this time, and under the extruding of piston, the water in suction tube is discharged into from drainpipe in rhone.
Preferred embodiment three:As advanced optimizing to preferred embodiment two, suction hose includes tube body and elastic telescopic pipe, Elastic telescopic pipe is fixedly connected between tube body and soft layer, and elastic telescopic pipe is equipped with suction hole.Further be convenient for pair The absorption of water on soft layer.
Preferred embodiment four:As advanced optimizing to preferred embodiment three, sliding is slidably connected in the cavity wall of ponding chamber Frame, sliding rack are equipped with the extruding axis for squeezing water accepting layer;The bottom surface of sliding rack is fixedly connected with soft layer.
Due to the gravity of ponding, soft layer can be moved down to lower recess, at this time sliding rack with soft layer, in turn So that sliding rack moves down, the extruding axis on sliding rack can squeeze water accepting layer, so that the ponding in water accepting layer It is extruded and enters ponding intracavitary;And then it is entered in suction tube convenient for ponding.
Preferred embodiment five:As advanced optimizing to preferred embodiment four, water accepting layer is spongy layer.Further it is convenient for leaching The ponding entered in concrete walls body is absorbed.
Preferred embodiment six:It is advanced optimized as to base case, the middle part and top of wall column reinforcing bar are equipped with stirrup. Further it is convenient for the fixation of wall column reinforcing bar.
Description of the drawings
Fig. 1 is the structural schematic diagram that a kind of wall column reinforcing bar of basement of the utility model is laid with;
Fig. 2 is a kind of partial sectional view of basement of the utility model;
Fig. 3 is the partial enlarged view of A in Fig. 2.
Specific implementation mode
The utility model is described in further detail below by specific implementation mode:
Reference numeral in Figure of description includes:Cushion cap 1, wall column reinforcing bar 2, wall column 3, column ontology 31, bolumn cap 32, coagulation Native bottom plate 4, placed cavity 41, suction tube 42, piston 421, piston rod 422, suction hose 423, tube body 4231, elastic telescopic pipe 4232, suction hole 4233, drainpipe 424, resetting spring 425, concrete wall 5, second wall 51, ponding chamber 52, water accepting layer 521, soft layer 522, catch bar 523, sliding rack 6, extruding axis 61.
In order to achieve the above objectives, the base case of the utility model is as follows:
As shown in Figure 1, a kind of basement, including cushion cap 1, wall column reinforcing bar 2 and wall column 3;Wall column 3 includes column ontology 31 and position In the bolumn cap 32 on column ontology 31;Wall column reinforcing bar 2 is located in wall column 3, and wall column reinforcing bar 2 disposably extends to column from 1 bottom of cushion cap Head anchoring is received in cap 32.
As shown in Figures 2 and 3, further include four block concrete walls of concrete floor 4 and the surrounding positioned at concrete floor 4 Body 5, and concrete floor 4 and concrete wall 5 are integrally formed.Concrete floor 4 is equipped with rhone;In concrete wall 5 Side is installed with second wall 51, and second wall 51 is connected to one with concrete wall 5.And second wall 51 is equipped with ponding chamber 52.So that 52 left chamber wall of ponding chamber is second wall, 52 right chamber wall of ponding chamber is concrete wall.
521 (the example of fixed water accepting layer in the side cavity wall (i.e. left side wall in Fig. 2) of concrete wall 5 of ponding chamber 52 Such as spongy layer);In addition, water accepting layer 521 can be sticked on the right side wall of ponding chamber 52.Placed cavity is equipped in concrete floor 4 41 and suction tube 42, and ponding chamber 52 is connected to placed cavity 41;The lower part of ponding chamber 52 is equipped with for by ponding chamber 52 and placed cavity The soft layer 522 of 41 isolation (this programme can take rubber layer);522 bottom surface of soft layer is fixedly connected with catch bar 523;Suction tube 42 Piston 421 is inside slidably connected, piston rod 422 is fixedly connected on piston 421, and piston rod 422 is located in placed cavity 41.It is living The end of stopper rod 422 is corresponding with catch bar 523;The one end of suction tube 42 far from piston rod 422 is equipped with suction hose 423 and drainpipe 424;Suction hose 423 is used to draw the ponding on soft layer 522, and drainpipe 424 is connected to rhone;Piston 421 and suction tube 42 Bottom surface between be equipped with resetting spring 425.Suction hose 423 is equipped with water feeding one-way valve;It is unidirectional that drainpipe 424 is equipped with draining Valve.The bottom of water accepting layer 521 contacts or is fixedly connected with soft layer 522 (such as bonding).
Suction hose 423 includes tube body 4231 and elastic telescopic pipe 4232 (such as rubber hose or bellows), elasticity Telescoping tube 4232 is fixedly connected between tube body 4231 and soft layer 522, and elastic telescopic pipe 4232 is close to soft layer 522 One end is equipped with suction hole 4233.
Sliding rack 6 is slidably connected in the cavity wall of ponding chamber 52, sliding rack 6 is equipped with for squeezing squeezing for water accepting layer 521 Last item 61;The bottom surface of sliding rack 6 is fixedly connected with soft layer 522.
The middle part and top of wall column reinforcing bar 2 are equipped with stirrup;When specifically pouring, inclined steel pipe can be used by the hoop at middle part Muscle is supported, and is then poured again.It is worth noting that, piston 421 is to resist suction tube under the action of resetting spring 425 42 top surface, when piston rod 422 moves downward, 421 compression reseting spring 425 of piston, at this time piston 421 just leave The top surface of suction tube 42.
In use, if water is immersed in concrete wall 5, water can gradually be absorbed by water accepting layer 521, then along water accepting layer 521 drop onto on soft layer 522, are immersed in basement without being further continued for transmission.Water accumulating volume at soft layer 522 compared with When more, soft layer 522 is squeezed by ponding and to lower recess, and piston rod 422 moves downward at this time, so that piston 421 It moves downward, the water on soft layer 522 is entered by suction hose 423 in suction tube 42.Discharge reduction on soft layer 522 Afterwards, soft layer 522 gradually sets back, and resetting spring 425 also becomes to making piston 421 to set back at this time, in the extruding of piston 421 Under, the water in suction tube 42 is discharged into from drainpipe 424 in rhone.
Simultaneously as the gravity of ponding, soft layer 522 can be with soft layer 522 to lower recess, at this time sliding rack 6 It moves down, so that sliding rack 6 moves down, the extruding axis 61 on sliding rack 6 can squeeze water accepting layer 521, into And make the ponding in water accepting layer 521 is extruded to enter in ponding chamber 52;And then it is entered in suction tube 42 convenient for ponding.
The above are merely the embodiments of the present invention, the common sense such as well known concrete structure and characteristic are not made herein in scheme Excessive description.It should be pointed out that for those skilled in the art, under the premise of not departing from the utility model structure, also Several modifications and improvements can be made, these should also be considered as the scope of protection of the utility model, these all do not interfere with this reality With the effect and patent practicability of novel implementation.This application claims protection domain should be with the content of its claim Standard, the records such as specific implementation mode in specification can be used for explaining the content of claim.

Claims (5)

1. a kind of basement, including cushion cap, wall column reinforcing bar and wall column;The wall column includes column ontology and the column on column ontology Cap;It is characterized in that, the wall column reinforcing bar is located in wall column, and wall column reinforcing bar is extended to from cushion cap bottom in bolumn cap;Further include mixing Solidifying soil bottom plate and the concrete wall being fixedly connected with concrete floor;The concrete floor is equipped with rhone;It is described mixed Side is installed with second wall in solidifying cob wall body and second wall is equipped with ponding chamber;A side chamber of the ponding chamber close to concrete wall Wall is equipped with water accepting layer;Placed cavity and suction tube are equipped in concrete floor, and ponding chamber is connected to placed cavity;The lower part of ponding chamber Equipped with the soft layer for ponding chamber and placed cavity to be isolated;Soft layer bottom surface is fixedly connected with catch bar;It is sliding in the suction tube It is dynamic to be connected with piston, piston rod is fixedly connected on piston, the end of piston rod is corresponding with catch bar;The suction tube is far from piston One end of bar is equipped with suction hose and drainpipe;The suction hose is used to draw the ponding on soft layer, the drainpipe and row Sink is connected to;Resetting spring is equipped between the piston and the barrel of suction tube.
2. a kind of basement according to claim 1, which is characterized in that the suction hose includes tube body and elastic telescopic Pipe, the elastic telescopic pipe are fixedly connected between tube body and soft layer, and elastic telescopic pipe is equipped with suction hole.
3. a kind of basement according to claim 2, which is characterized in that slidably connect cunning in the cavity wall of the ponding chamber Moving frame, sliding rack are equipped with the extruding axis for squeezing water accepting layer;The bottom surface of the sliding rack is fixedly connected with soft layer.
4. a kind of basement according to claim 3, which is characterized in that the water accepting layer is spongy layer.
5. a kind of basement according to claim 1, which is characterized in that the middle part and top of the wall column reinforcing bar are equipped with Stirrup.
CN201721779823.4U 2017-12-15 2017-12-15 A kind of basement Expired - Fee Related CN208056104U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721779823.4U CN208056104U (en) 2017-12-15 2017-12-15 A kind of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721779823.4U CN208056104U (en) 2017-12-15 2017-12-15 A kind of basement

Publications (1)

Publication Number Publication Date
CN208056104U true CN208056104U (en) 2018-11-06

Family

ID=63998005

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721779823.4U Expired - Fee Related CN208056104U (en) 2017-12-15 2017-12-15 A kind of basement

Country Status (1)

Country Link
CN (1) CN208056104U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110005144A (en) * 2019-04-18 2019-07-12 中铁第四勘察设计院集团有限公司 A kind of drainage riser structure and its setting method suitable for upper cover exploitation
CN115387397A (en) * 2022-09-14 2022-11-25 余姚市江林建筑工程有限公司 Anti-seepage structure for building basement and construction process

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110005144A (en) * 2019-04-18 2019-07-12 中铁第四勘察设计院集团有限公司 A kind of drainage riser structure and its setting method suitable for upper cover exploitation
CN110005144B (en) * 2019-04-18 2024-05-03 中铁第四勘察设计院集团有限公司 Drainage vertical pipe structure suitable for upper cover development and setting method thereof
CN115387397A (en) * 2022-09-14 2022-11-25 余姚市江林建筑工程有限公司 Anti-seepage structure for building basement and construction process

Similar Documents

Publication Publication Date Title
CN208056104U (en) A kind of basement
CN106088401B (en) A kind of assembled light steel frame-heat preservation anti-side panel structure and the practice suitable for villages and small towns multi-storey building
CN207177329U (en) A kind of prefabricated hollow floor bracing means
CN2915992Y (en) Hollow block for use in building
CN100540818C (en) Hollow building-block for construction
CN207092080U (en) A kind of MC stiff composite piles using high-pressure rotary jet grouting pile
CN102454171A (en) Reinforced earth retaining wall
CN207934486U (en) A kind of connection structure of masonry bearing capacity metope and basis
CN201901933U (en) Seeper discharge device
CN208668440U (en) A kind of composite soil nailing wall side slope
CN207348259U (en) A kind of concrete filled steel tube and hollow steel bar combined concrete shear wall
CN207863188U (en) A kind of construction engineering water-proof structure
CN207032010U (en) A kind of assembled solid steel tube constrains armored concrete pillar height pier
CN201236408Y (en) Hollow bricks
CN208650295U (en) Pipe well interlayer fireproof plugging structure
CN208870066U (en) A kind of civil engineering foundation pile
CN210104807U (en) Double-wall node structure with excellent waterproof performance
CN209145450U (en) Build sealing beam
CN206599909U (en) A kind of prefabricated panel and toilet waterproofing structure
CN106592754A (en) Method for guaranteeing waterproof construction quality of deep foundation pit basement
CN201943244U (en) Hollow block for buildings
CN206844396U (en) Assembled beam, wall panel assembly
CN207176969U (en) Novel fabricated builds shock-damping structure
CN206768998U (en) Infiltration type inlet for stom water
CN210917853U (en) Hollow internal mold wall with moisture-proof layer

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181106

Termination date: 20191215