CN109944339A - A kind of hospital's first floor deformation joint and its construction method - Google Patents

A kind of hospital's first floor deformation joint and its construction method Download PDF

Info

Publication number
CN109944339A
CN109944339A CN201910301863.5A CN201910301863A CN109944339A CN 109944339 A CN109944339 A CN 109944339A CN 201910301863 A CN201910301863 A CN 201910301863A CN 109944339 A CN109944339 A CN 109944339A
Authority
CN
China
Prior art keywords
deformation joint
water blocking
hospital
construction
floor
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.)
Granted
Application number
CN201910301863.5A
Other languages
Chinese (zh)
Other versions
CN109944339B (en
Inventor
杨绍红
王雅各
刘成涛
沈成红
马其彬
毛俊杰
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.)
HANGZHOU TONGDA GROUP Co Ltd
Original Assignee
HANGZHOU TONGDA GROUP 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 HANGZHOU TONGDA GROUP Co Ltd filed Critical HANGZHOU TONGDA GROUP Co Ltd
Priority to CN201910301863.5A priority Critical patent/CN109944339B/en
Publication of CN109944339A publication Critical patent/CN109944339A/en
Application granted granted Critical
Publication of CN109944339B publication Critical patent/CN109944339B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses a kind of hospital's first floor deformation joint and its construction methods, waterproof construction including deformation joint, waterproof material construction, the positioning marking of deformation joint, punching positioning, bury expansion bolt, the installation of rubber reinforcing rib, the installation of protection board and oversite concrete, the present invention uses triangle protective plate and waterproof layer, under the action of polyurethane and waterstop, guarantee the waterproof effect that can guarantee deformation joint in the case where its stable structure, and protective plate is easily installed and dismantles, increase the convenience of its later maintenance, and construction is simple is convenient, reduce the labor intensity of worker, reduce its construction time, improve its construction efficiency, shorten construction period.

Description

A kind of hospital's first floor deformation joint and its construction method
Technical field
The invention belongs to construction roofing processing technology field, in particular to a kind of hospital's first floor deformation joint and its construction Method.
Background technique
Deformation joint is the general name of expansion joint, subsiding crack and aseismic joint.Building can often generate change under extraneous factor effect Shape causes cracking even to destroy.Deformation joint be in response to this and reserved build joint, existing deformation joint is in work progress In, it can guarantee the waterproof effect of deformation joint in the case where not can guarantee its stable structure, and spirit can not be carried out to protective plate Installation and removal living can not increase the convenience of its later maintenance, and it is complicated to construct, and can not reduce the labor intensity of worker, increases Add its construction time, reduces its construction efficiency, extend construction period.
Summary of the invention
The object of the invention is that providing a kind of hospital's first floor deformation joint and its construction party to solve the above-mentioned problems Method solves disadvantage present in existing equipment.
To solve the above-mentioned problems, the present invention provides a kind of technical solutions: a kind of construction party of hospital's first floor deformation joint Method, comprising the following steps:
A, the waterproof construction of deformation joint: water blocking beam is set in deformation joint two sides, and the water blocking beam and first floor roofing are close In conjunction with;
B, waterproof material is constructed: the substrate surface of first floor roofing being cleaned out, is constructed according to waterproof requirement, successively Carry out roof slope making layer, screed-coat, protective layer construction;
C, the positioning marking of deformation joint: measuring at the top of the water blocking beam in step, as needed positioning and Fixed position is crossed, and leaves position mark;
D, punching positioning: according to measurement result, in stepb the mark to the position for needing to position and punch into Row drilling;
E, expansion bolt is buried: embedded or pre-buried expansion bolt on the water blocking beam described in step C;
F, the installation of rubber reinforcing rib: fixation will be fixedly installed with by nut at the top of expansion bolt pre-buried in step D Then then bottom plate carries out installation steel swivel nut to bore position by drilling at the top of fixed bottom plate, then by the company of correspondence Rubber reinforcing rib is installed by screw between steel swivel nut;
G, the installation of protection board: according to the position of protection board bottom dowel pin, the fixation bottom plate in the step E is carried out Punching, then will be in the positioning pin insertion corresponding aperture of protection board bottom;
H, waterproof sealing is handled: injecting marine glue to the gap between the protection board and fixed backings in step G;
I, oversite concrete: precast rc slab is covered in water blocking beam two sides described in step A, completes roofing The construction of deformation joint.
Preferably, water blocking beam described in step A is made of reinforcing bar and concreting.
Preferably, needing to clear up the substrate surface of roofing in step B, base's activator is brushed.
Preferably, the spacing of expansion bolt described in step C is 100mm-400mm.
Preferably, rubber reinforcing rib described in step F is made of steel alloy, and its thickness is in 800mm-1000mm.
A kind of hospital's first floor deformation joint, including the first water blocking beam and the second water blocking beam, the top of the first water blocking beam and The top of second water blocking beam is fixedly installed with expansion bolt, and the expansion bolt passes through fastening nut and is fixedly installed with fixation Bottom plate, the top of the fixed bottom plate are threaded with steel swivel nut, pass through between the top of the two neighboring steel swivel nut solid Determine bolt and be fixedly installed with rubber reinforcing rib, the top of the fixed bottom plate, which is equidistantly dug, location hole, and the fixed bottom plate Top side detachable protective plate is installed, the bottom of the protective plate and be located at right above location hole and be fixedly connected to positioning Pin.
Preferably, the positioning pin is inserted into corresponding positioning hole.
Preferably, the two sides of the protective plate inner wall are fixedly installed with fixed magnet.
Preferably, being equipped with waterproof layer at the top of the top of the first water blocking beam and the second water blocking beam, and described anti- Water layer is made of polyurethane material and waterstop.
Beneficial effects of the present invention: the present invention uses triangle protective plate and waterproof layer, in the work of polyurethane and waterstop Under, guarantee the waterproof effect that can guarantee deformation joint in the case where its stable structure, and protective plate is easily installed and dismantles, Increase the convenience of its later maintenance, and construction is simple is convenient again, reduces the labor intensity of worker, reduces its construction time, mention Its high construction efficiency, shortens construction period.
Detailed description of the invention
Detailed description will be given by the following detailed implementation and drawings by the present invention for ease of explanation,.
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is enlarged structure schematic diagram at A of the invention;
Fig. 3 is enlarged structure schematic diagram at B of the invention.
In figure: the fixed bottom plate of the first water blocking of 1- beam, the second water blocking of 2- beam, 3- waterproof layer, 4- expansion bolt, 5-, 6- fastening Nut, 7- steel swivel nut, 8- fixing bolt, 9- rubber reinforcing rib, 10- protective plate, 11- fixed magnet, 12- location hole, 13- positioning Pin.
Specific embodiment
As shown in Figure 1-3, present embodiment uses a kind of following technical scheme: construction party of hospital's first floor deformation joint Method, comprising the following steps:
A, the waterproof construction of deformation joint: water blocking beam is set in deformation joint two sides, and the water blocking beam and first floor roofing are close In conjunction with;
B, waterproof material is constructed: the substrate surface of first floor roofing being cleaned out, is constructed according to waterproof requirement, successively Carry out roof slope making layer, screed-coat, protective layer construction;
C, the positioning marking of deformation joint: measuring at the top of the water blocking beam in step, as needed positioning and Fixed position is crossed, and leaves position mark;
D, punching positioning: according to measurement result, in stepb the mark to the position for needing to position and punch into Row drilling;
E, expansion bolt is buried: embedded or pre-buried expansion bolt on the water blocking beam described in step C;
F, the installation of rubber reinforcing rib: fixation will be fixedly installed with by nut at the top of expansion bolt pre-buried in step D Then then bottom plate carries out installation steel swivel nut to bore position by drilling at the top of fixed bottom plate, then by the company of correspondence Rubber reinforcing rib is installed by screw between steel swivel nut;
G, the installation of protection board: according to the position of protection board bottom dowel pin, the fixation bottom plate in the step E is carried out Punching, then will be in the positioning pin insertion corresponding aperture of protection board bottom;
H, waterproof sealing is handled: injecting marine glue to the gap between the protection board and fixed backings in step G;
I, oversite concrete: precast rc slab is covered in water blocking beam two sides described in step A, completes roofing The construction of deformation joint.
Wherein, water blocking beam described in step A is made of reinforcing bar and concreting.
Wherein, it needs to clear up the substrate surface of roofing in step B, brushes base's activator.
Wherein, the spacing of expansion bolt described in step C is 100mm-400mm.
Wherein, rubber reinforcing rib described in step F is made of steel alloy, and its thickness is in 800mm-1000mm.
A kind of hospital's first floor deformation joint, including the first water blocking beam 1 and the second water blocking beam 2, the top of the first water blocking beam 1 It is fixedly installed with expansion bolt 4 with the top of the second water blocking beam 2, the expansion bolt 4 is fixedly mounted by fastening nut 6 There is fixed bottom plate 5, the top of the fixed bottom plate 5 is threaded with steel swivel nut 7, the top of the two neighboring steel swivel nut 7 Between rubber reinforcing rib 9 is fixedly installed with by fixing bolt 8, the top of the fixed bottom plate 5, which is equidistantly dug, location hole 12, And the top side detachable of the fixed bottom plate 5 is equipped with protective plate 10, the bottom of the protective plate 10 and is located at location hole 12 Surface is fixedly connected to positioning pin 13.
Wherein, the positioning pin 13 is inserted into corresponding location hole 12, is easily installed and is dismantled.
Wherein, the two sides of 10 inner wall of protective plate are fixedly installed with fixed magnet 11, convenient for adsorbing protective plate 10 At fixed 5 top of bottom plate.
Wherein, the top of the first water blocking beam 1 and the top of the second water blocking beam 2 are equipped with waterproof layer 3, and the waterproof Layer 3 is made of polyurethane material and waterstop, increases waterproofness.
Beneficial effects of the present invention: the present invention uses triangle protective plate and waterproof layer, in the work of polyurethane and waterstop Under, guarantee the waterproof effect that can guarantee deformation joint in the case where its stable structure, and protective plate is easily installed and dismantles, Increase the convenience of its later maintenance, and construction is simple is convenient again, reduces the labor intensity of worker, reduces its construction time, mention Its high construction efficiency, shortens construction period.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention, the technology of the industry Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes Change and improvement all fall within the protetion scope of the claimed invention, the claimed scope of the invention by appended claims and its Equivalent thereof.

Claims (9)

1. a kind of hospital's first floor deformation joint and its construction method, it is characterised in that: the following steps are included:
A, the waterproof construction of deformation joint: water blocking beam is set in deformation joint two sides, and the water blocking beam is combined closely with first floor roofing;
B, waterproof material is constructed: the substrate surface of first floor roofing being cleaned out, is constructed according to waterproof requirement, is successively carried out Roof slope making layer, screed-coat, protective layer construction;
C, the positioning marking of deformation joint: measuring at the top of the water blocking beam in step, positions as needed and fixed Position cross, and leave position mark;
D, punching positioning: according to measurement result, the position that the mark positions needs and punches in stepb is bored Hole;
E, expansion bolt is buried: embedded or pre-buried expansion bolt on the water blocking beam described in step C;
F, the installation of rubber reinforcing rib: will be fixedly installed with fixed bottom plate by nut at the top of expansion bolt pre-buried in step D, Then at the top of fixed bottom plate then installation steel swivel nut is carried out to bore position by drilling, then by corresponding even steel spiral shell Rubber reinforcing rib is installed by screw between set;
G, the installation of protection board: according to the position of protection board bottom dowel pin, the fixation bottom plate in the step E is beaten Hole, then will be in the positioning pin insertion corresponding aperture of protection board bottom;
H, waterproof sealing is handled: injecting marine glue to the gap between the protection board and fixed backings in step G;
I, oversite concrete: being covered in water blocking beam two sides described in step A for precast rc slab, completes roofing deformation The construction of seam.
2. a kind of construction method of hospital's first floor deformation joint according to claim 1, it is characterised in that: kept off described in step A Water beam is made of reinforcing bar and concreting.
3. a kind of construction method of hospital's first floor deformation joint according to claim 1, it is characterised in that: needed in step B The substrate surface of roofing is cleared up, base's activator is brushed.
4. a kind of construction method of hospital's first floor deformation joint according to claim 1, it is characterised in that: described in step C Expansion bolt spacing be 100mm-400mm.
5. a kind of construction method of hospital's first floor deformation joint according to claim 1, it is characterised in that: described in step F Rubber reinforcing rib be made of steel alloy, and its thickness is in 800mm-1000mm.
6. a kind of hospital's first floor that the construction method of hospital's first floor deformation joint described in -5 any one is constituted according to claim 1 Deformation joint, including the first water blocking beam (1) and the second water blocking beam (2), it is characterised in that: the top of the first water blocking beam (1) and The top of second water blocking beam (2) is fixedly installed with expansion bolt (4), and the expansion bolt (4) is solid by fastening nut (6) Dingan County is equipped with fixed bottom plate (5), and the top of the fixed bottom plate (5) is threaded with steel swivel nut (7), the two neighboring steel It is fixedly installed with rubber reinforcing rib (9) between the top of swivel nut (7) by fixing bolt (8), the top of the fixed bottom plate (5) Equidistant dig has location hole (12), and the top side detachable of the fixed bottom plate (5) is equipped with protective plate (10), the protective plate (10) bottom and it is located at right above location hole (12) and is fixedly connected to positioning pin (13).
7. a kind of hospital's first floor deformation joint according to claim 6, it is characterised in that: the positioning pin (13) is inserted into pair In the location hole (12) answered.
8. a kind of hospital's first floor deformation joint according to claim 6, it is characterised in that: the two of protective plate (10) inner wall Side is fixedly installed with fixed magnet (11).
9. a kind of hospital's first floor deformation joint according to claim 6, it is characterised in that: the top of the first water blocking beam (1) It is equipped with waterproof layer (3) at the top of portion and the second water blocking beam (2), and the waterproof layer (3) is by polyurethane material and waterstop group At.
CN201910301863.5A 2019-04-16 2019-04-16 A kind of hospital's first floor deformation joint and its construction method Active CN109944339B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910301863.5A CN109944339B (en) 2019-04-16 2019-04-16 A kind of hospital's first floor deformation joint and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910301863.5A CN109944339B (en) 2019-04-16 2019-04-16 A kind of hospital's first floor deformation joint and its construction method

Publications (2)

Publication Number Publication Date
CN109944339A true CN109944339A (en) 2019-06-28
CN109944339B CN109944339B (en) 2019-11-08

Family

ID=67015254

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910301863.5A Active CN109944339B (en) 2019-04-16 2019-04-16 A kind of hospital's first floor deformation joint and its construction method

Country Status (1)

Country Link
CN (1) CN109944339B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2310107Y (en) * 1997-10-06 1999-03-10 北京市燕威建筑设计院 Shearing knuckle joint for buiding construction
KR20050008458A (en) * 2004-03-03 2005-01-21 윤종화 Expantion joint filler device
CN107700555A (en) * 2017-10-12 2018-02-16 江苏双楼建设集团有限公司 Movement joint composite water-proof leak stopping system
CN208981673U (en) * 2018-10-22 2019-06-14 中天开元建设发展有限公司 A kind of waterproof construction of deformation joint of roof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2310107Y (en) * 1997-10-06 1999-03-10 北京市燕威建筑设计院 Shearing knuckle joint for buiding construction
KR20050008458A (en) * 2004-03-03 2005-01-21 윤종화 Expantion joint filler device
CN107700555A (en) * 2017-10-12 2018-02-16 江苏双楼建设集团有限公司 Movement joint composite water-proof leak stopping system
CN208981673U (en) * 2018-10-22 2019-06-14 中天开元建设发展有限公司 A kind of waterproof construction of deformation joint of roof

Also Published As

Publication number Publication date
CN109944339B (en) 2019-11-08

Similar Documents

Publication Publication Date Title
CN110258640B (en) Construction method of superposed wall system for cover-excavation top-down construction
CN106088148B (en) Pipe gallery template and its application
CN104676110A (en) On-site overhanging protection method of high-voltage cable bailey truss under condition of excavation of foundation pit
CN106703437A (en) Shock-insulation underpinning structure and construction method thereof
Labropoulos et al. Ground penetrating radar investigation of the bell tower of the church of the Holy Sepulchre
CN106436896A (en) Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof
CN110612373A (en) Prefabricated pre-decorated volume construction of buildings
CN107905609A (en) Underground people's air defense construction method
CN108166772B (en) Reinforcing method for column steel-clad reinforced variable cross-section node
CN109944339B (en) A kind of hospital's first floor deformation joint and its construction method
CN105040707B (en) Combine the construction method of close pile deep foundation pit support building enclosure
CN110295624A (en) Crossroad underground pedestrian walk and pipe gallery build structure and its construction method jointly
CN104947662B (en) A kind of soil-nail wall support system based on the recyclable technique of assembled
JP3837129B2 (en) Slab reinforcement method
CN106638610A (en) Large-difference staggered connection structure and construction method thereof
CN208996076U (en) A kind of reserved scuttle hatch digging is inverse to make structure
CN206245465U (en) Suitable for the wall transverse direction dry type attachment structure of assembled architecture
CN112182695B (en) Method for determining prestress in masonry guta cultural relic shockproof cable system
JP3774451B2 (en) Slab reinforcement method
CN206015720U (en) A kind of prefabricated ground-connecting-wall with limiting card groove plate joint
CN208415292U (en) For the novel foundation structure of charging pile
CN109208936A (en) A kind of existing building elevator shaft structure, which adds, builds structure and its construction method
CN216076454U (en) Angle steel bracket steel pull rod reinforced masonry structure end portion is anchored by steel backing plate
Chmielewski et al. Cause-and-effect study of the structural failure of the historic complex of the St. Anna‘s Church in Warsaw
CN212078769U (en) Emergency reinforcing and supporting device for dangerous house and engineering

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant