CN107142956A - A kind of prefabricated assembled elevator basis - Google Patents
A kind of prefabricated assembled elevator basis Download PDFInfo
- Publication number
- CN107142956A CN107142956A CN201710586473.8A CN201710586473A CN107142956A CN 107142956 A CN107142956 A CN 107142956A CN 201710586473 A CN201710586473 A CN 201710586473A CN 107142956 A CN107142956 A CN 107142956A
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- framed side
- antirust
- built
- pieces
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
This prefabricated assembled elevator basis, including bottom plate and 4 pieces of framed side wallboards, plate top surface is installed with the two shaft-like built-in fittings of row's antirust close to edge vertically upward, the shaft-like built-in fitting exposed junction of antirust is set up, framed side wallboard bottom surface is reserved with two rows and assigns hole, assigns hole to be adapted with the shaft-like built-in fitting of antirust;During splicing, the shaft-like built-in fitting exposed junction of antirust on bottom plate inserts the assigning in hole of 4 pieces of framed side wallboard bottom surfaces respectively, and 4 pieces of framed side wallboards are fixed on to the top surface surrounding of bottom plate;Piece between bottom plate and framed side wallboard and between adjacent framed side wallboard fills real using microdilatancy waterproof mortar, and is fixed with water-swellable bar at the gap that outside is left after reality is filled;SBS waterproof rolls are finally pasted on the upstream face of spliced bottom plate and 4 pieces of framed side wallboards again.So that traditional brick fetal membrane be built by laying bricks or stones, reinforcing bar colligation, the structure of concrete pouring construction form makes the hardened structure of prefabrication into, and scene splicing is installed, and greatly shortens the engineering time, and site operation time that disturbs residents is few.
Description
Technical field
Field is assembled the present invention relates to elevator, and in particular to a kind of prefabricated assembled elevator basis.
Background technology
In recent years, with the development of society, the living environment of people is also greatly improved, while also having driven Building Trade in China
Flourish, cause the high-rise building in city more and more, elevator is vertical as personnel in skyscraper and material
The indispensable construction machinery of transport, has been obtained for being widely applied, and elevator basis is the important component of elevator construction, it
The safe operation of elevator is directly influenced, therefore the design and construction on elevator basis is particularly important.
Simultaneously as the continuous of room rate is risen now, developer can try one's best the engineering time of compression ultrahigh layer building, because
This, be also as supporting high-rise building elevator in this way, and the elevator of traditional construction is basic, be to be built using traditional brick fetal membrane
Build, reinforcing bar colligation, concrete pouring construction, construction period is taken around up to 15 days as long as, and its is complicated, and construction is disturbed
The people.
Therefore, a kind of prefabricated assembled elevator foundation construction how is designed efficient, simple in construction, and easy for installation disturb residents is lacked
Elevator basis, be industry relevant personnel technical problem urgently to be resolved hurrily.
The content of the invention
In order to solve the above technical problems, we have proposed a kind of prefabricated assembled elevator basis, traditional brick fetal membrane is built
Build, reinforcing bar colligation, the structure of concrete pouring construction form, make the hardened structure of prefabrication into, scene splicing is installed, greatly contracted
Short engineering time, site operation time that disturbs residents is few.
To reach above-mentioned purpose, technical scheme is as follows:
A kind of prefabricated assembled elevator basis, including bottom plate and 4 pieces of framed side wallboards, the plate top surface are vertical close to edge
The two shaft-like built-in fittings of row's antirust are installed with upwards, the shaft-like built-in fitting exposed junction of antirust is set up, the framed side wallboard bottom
Face is reserved with two rows and assigns hole, it is described assign hole aperture and depth respectively with the shaft-like built-in fitting exposed junction diameter of the antirust
Be adapted with height, and on every piece of framed side wallboard bottom surface two rows assign spacing between hole and position also respectively with one side of bottom plate
Spacing and position at edge between the two shaft-like built-in fittings of row's antirust is corresponding to the same;
During splicing, the shaft-like built-in fitting exposed junction of antirust on the bottom plate inserts the peace of 4 pieces of framed side wallboard bottom surfaces respectively
In jack hole, and 4 pieces of framed side wallboards are fixed on to the top surface surrounding of the bottom plate;It is between the bottom plate and framed side wallboard and described
Piece between adjacent framed side wallboard fills real using microdilatancy waterproof mortar, and is fixed with chance at the gap that outside is left after reality is filled
Water Expandable strip;SBS waterproof rolls are finally pasted on the upstream face of spliced bottom plate and 4 pieces of framed side wallboards again.
It is preferred that, the bottom plate is reserved with the piling hole driven piles and be adapted with ground, the tapered knot of piling hole
Structure, and be gradually reduced from bottom plate backwater towards upstream face.
It is preferred that, arc angling is provided with the inner corner trim between the bottom plate and the framed side wallboard, the arc angling is used
The cement mortar of high intensity pours shaping.
It is preferred that, SBS additional waterproof courses are pasted with the arc angling.
It is preferred that, after the bottom plate and 4 pieces of framed side wallboard splicings, the bottom plate and 4 pieces of framed side wallboard outer surfaces are pasted with SBS
Waterproof roll.
It is preferred that, the shaft-like built-in fitting of antirust is antirust reinforcing bar or stainless steel solid rod, and antirust reinforcing bar or stainless steel
Solid bar surface is by frosting treatment.
By above-mentioned technical proposal, the present invention has the advantages that:
1. compared with about 15 days traditional elevator foundation construction cycles, this prefabricated assembled elevator basic set-up time one
It can be completed, and greatly shorten the engineering time.
2. novel in design, simple in construction, construction and installation are convenient, and site operation time that disturbs residents is few.
3. traditional brick fetal membrane is built by laying bricks or stones, reinforcing bar colligation, concrete pouring construction makes prefabrication structural slab, structure into
Rationally, scene splicing is installed, and the good purpose of application effect.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is a kind of assembling schematic diagram on prefabricated assembled elevator basis disclosed in the embodiment of the present invention;
Fig. 2 is the structural representation of bottom plate in Fig. 1;
Fig. 3 is the upward view of bottom plate in Fig. 2;
Fig. 4 is the structural representation of framed side wallboard in 1.
Numeral and the corresponding component title represented by letter in figure:
1. the shaft-like built-in fitting 4. of the antirust of 2. framed side wallboard of bottom plate 3. assigns hole
5. hole of driving piles
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
With reference to embodiment and embodiment, the present invention is further detailed explanation.
Embodiment
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, a kind of prefabricated assembled elevator basis, including bottom plate 1 and 4 pieces of framed side wallboards 2,
The top surface of bottom plate 1 is installed with the shaft-like built-in fitting 3 of two row's antirusts, the shaft-like built-in fitting 3 of antirust close to edge vertically upward
Exposed junction is set up, and the bottom surface of the framed side wallboard 2 is reserved with two rows and assigns hole 4, described to assign the aperture of hole 4 and depth
It is adapted respectively with the exposed junction diameter of the shaft-like built-in fitting of the antirust 3 and height, and two rows assign hole on every piece of bottom surface of framed side wallboard 2
Spacing and position between hole 4 spacing also respectively between the shaft-like built-in fitting 3 of row's antirust of 1 one edges of bottom plate two and position
It is corresponding to the same;
During splicing, the shaft-like exposed junction of built-in fitting 3 of antirust on the bottom plate 1 inserts 4 pieces of framed side wallboard bottom surfaces respectively
Assign in hole 4, and 4 pieces of framed side wallboards 2 are fixed on to the top surface surrounding of the bottom plate 1;The bottom plate 1 and framed side wallboard 2 it
Between and the adjacent framed side wallboard 2 between piece fill real using microdilatancy waterproof mortar, and the gap that outside is left after reality is filled
Place is fixed with water-swellable bar;SBS waterproof rolls are finally pasted on the upstream face of spliced bottom plate and 4 pieces of framed side wallboards again.
Meanwhile, if the ground on assembling elevator basis needs piling, it is reserved with and is mutually fitted with ground piling on bottom plate 1
The piling hole 5 matched somebody with somebody, the piling tapered structure of hole 5, and be gradually reduced from bottom plate backwater towards upstream face, piling is completed
Afterwards, stake holes is filled using the microdilatancy water-proof concrete of high a grade.Inner corner trim between the bottom plate 1 and the framed side wallboard 2
Place is provided with arc angling, and the arc angling pours shaping using the cement mortar of high intensity.It is pasted with the arc angling
SBS additional waterproof courses, further to increase waterproof effect.After the bottom plate 1 and 4 pieces of framed side wallboards 2 splice, the bottom plate 1 and 4 pieces
The outer surface of framed side wallboard 2 is pasted with SBS waterproof rolls, and water-proofing treatment is carried out again.The shaft-like built-in fitting 3 of antirust is antirust steel
Muscle or stainless steel solid rod, and antirust reinforcing bar or stainless steel solid rod surface are by frosting treatment, to increase antirust when ensureing and installing
Reinforcing bar or stainless steel solid rod and the frictional force assigned between hole 4 of the bottom surface of framed side wallboard 2.
Certainly, 2 pieces of adjacent framed side wallboards 2 can also be designed to that 2 pieces of L-type framed side wallboards are spelled mutually by 4 pieces of framed side wallboards 2
Connect, be not particularly limited herein, these equally fall within protection scope of the present invention.
It cannot make out in summary, this prefabricated assembled elevator basis is to build traditional brick fetal membrane by laying bricks or stones, reinforcing bar colligation,
Concrete pouring construction, makes prefabrication structural slab into, and fabricated structure can equally solve the waterproof problem between gap, its
Modern design, rationally, scene splicing is easy for installation for topology layout, and the time that disturbs residents of constructing is few.It was verified that this is prefabricated assembled
Elevator basis effect in practical application is very good, can complete within one day during installation, greatly shorten the engineering time, save
Many costs of labor.
Above-described is only a kind of basic preferred embodiment of prefabricated assembled elevator of the present invention, it is noted that right
For one of ordinary skill in the art, without departing from the concept of the premise of the invention, some deformations can also be made
And improvement, these belong to protection scope of the present invention.
Claims (6)
1. a kind of prefabricated assembled elevator basis, it is characterised in that including bottom plate and 4 pieces of framed side wallboards, the plate top surface is close
Edge is installed with the two shaft-like built-in fittings of row's antirust vertically upward, and the shaft-like built-in fitting exposed junction of antirust is set up, institute
State framed side wallboard bottom surface and be reserved with two rows and assign hole, it is described assign hole aperture and depth respectively with the shaft-like built-in fitting of the antirust
Exposed junction diameter and height are adapted, and on every piece of framed side wallboard bottom surface two rows assign spacing between hole and position also respectively with
Spacing and position between the shaft-like built-in fitting of row's antirust of one edge of bottom plate two is corresponding to the same;
During splicing, what the shaft-like built-in fitting exposed junction of antirust on the bottom plate inserted 4 pieces of framed side wallboard bottom surfaces respectively assigns hole
In hole, and 4 pieces of framed side wallboards are fixed on to the top surface surrounding of the bottom plate;It is between the bottom plate and framed side wallboard and described adjacent
Piece between framed side wallboard fills real using microdilatancy waterproof mortar, and it is swollen that chance water is fixed with the gap that outside is left after reality is filled
Swollen bar;SBS waterproof rolls are finally pasted on the upstream face of spliced bottom plate and 4 pieces of framed side wallboards again.
2. a kind of prefabricated assembled elevator basis according to claim 1, it is characterised in that the bottom plate is reserved with and ground
The piling hole that base piling is adapted, the tapered structure of piling hole, and be gradually reduced from bottom plate backwater towards upstream face.
3. a kind of prefabricated assembled elevator basis according to claim 2, it is characterised in that the bottom plate and the side wall
Arc angling is provided with inner corner trim between plate, the arc angling pours shaping using the cement mortar of high intensity.
4. a kind of prefabricated assembled elevator basis according to claim 3, it is characterised in that pasted on the arc angling
There are SBS additional waterproof courses.
5. a kind of prefabricated assembled elevator basis according to claim any one of 1-4, it is characterised in that the bottom plate and
After 4 pieces of framed side wallboard splicings, the bottom plate and 4 pieces of framed side wallboard outer surfaces are pasted with SBS waterproof rolls.
6. a kind of prefabricated assembled elevator basis according to claim 5, it is characterised in that the shaft-like built-in fitting of antirust
For antirust reinforcing bar or stainless steel solid rod, and antirust reinforcing bar or stainless steel solid rod surface are by frosting treatment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710586473.8A CN107142956A (en) | 2017-07-18 | 2017-07-18 | A kind of prefabricated assembled elevator basis |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710586473.8A CN107142956A (en) | 2017-07-18 | 2017-07-18 | A kind of prefabricated assembled elevator basis |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107142956A true CN107142956A (en) | 2017-09-08 |
Family
ID=59776184
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710586473.8A Pending CN107142956A (en) | 2017-07-18 | 2017-07-18 | A kind of prefabricated assembled elevator basis |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107142956A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107882052A (en) * | 2017-10-31 | 2018-04-06 | 万勇 | A kind of prefabricated assembled sinking basis of additional building elevator |
CN109811787A (en) * | 2019-03-01 | 2019-05-28 | 北京筑福国际抗震技术有限责任公司 | It is a kind of to use the additional elevator structure of pin-connected panel foundation precast elements and its construction method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN204940328U (en) * | 2015-07-17 | 2016-01-06 | 深圳供电规划设计院有限公司 | Assembled equipment foundation |
CN205576959U (en) * | 2016-04-26 | 2016-09-14 | 杭州鲁创屋建材科技有限公司 | Light -duty pottery glass siding wall and basic assembly component |
CN106436893A (en) * | 2016-11-11 | 2017-02-22 | 鹤壁东江建筑工业科技有限公司 | Fully-prefabricated structure and construction method thereof |
JP2017066631A (en) * | 2015-09-28 | 2017-04-06 | 旭化成ホームズ株式会社 | Knockdown form and extension method of anchor bolt of using the same |
CN206916767U (en) * | 2017-07-18 | 2018-01-23 | 王伟 | A kind of prefabricated assembled elevator basis |
-
2017
- 2017-07-18 CN CN201710586473.8A patent/CN107142956A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN204940328U (en) * | 2015-07-17 | 2016-01-06 | 深圳供电规划设计院有限公司 | Assembled equipment foundation |
JP2017066631A (en) * | 2015-09-28 | 2017-04-06 | 旭化成ホームズ株式会社 | Knockdown form and extension method of anchor bolt of using the same |
CN205576959U (en) * | 2016-04-26 | 2016-09-14 | 杭州鲁创屋建材科技有限公司 | Light -duty pottery glass siding wall and basic assembly component |
CN106436893A (en) * | 2016-11-11 | 2017-02-22 | 鹤壁东江建筑工业科技有限公司 | Fully-prefabricated structure and construction method thereof |
CN206916767U (en) * | 2017-07-18 | 2018-01-23 | 王伟 | A kind of prefabricated assembled elevator basis |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107882052A (en) * | 2017-10-31 | 2018-04-06 | 万勇 | A kind of prefabricated assembled sinking basis of additional building elevator |
CN107882052B (en) * | 2017-10-31 | 2020-07-14 | 万勇 | Prefabricated assembled foundation that sinks of plus building elevator |
CN109811787A (en) * | 2019-03-01 | 2019-05-28 | 北京筑福国际抗震技术有限责任公司 | It is a kind of to use the additional elevator structure of pin-connected panel foundation precast elements and its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105951880A (en) | Assembled underground structure of precast concrete planks and construction method thereof | |
CN105569355B (en) | It is a kind of to include the assembly method of prefabricated components modularization house | |
CN103410332A (en) | Concrete hollow block reinforced wall construction technology | |
CN102587416B (en) | Construction method of basement attached lane structure | |
CN107558603B (en) | Assembled building structure system and construction method thereof | |
CN102116061A (en) | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure | |
CN105862873A (en) | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit | |
CN110295700A (en) | Assembled Sloping roof construction method | |
CN103046578A (en) | Thin wall prefabricated superposed concrete underground continuous wall | |
CN103306497B (en) | Shock prevention and strengthening construction method for existing brickwork dwelling house fabricated structure | |
CN106894538A (en) | Filling wall and agent structure concrete integral shaping method | |
CN105714849A (en) | Reverse construction method for adjacent high and low floors (bays) of basement | |
CN206916767U (en) | A kind of prefabricated assembled elevator basis | |
CN103821263A (en) | Precast assembly self-heat preservation concrete shear wall system and construction method thereof | |
CN105780992A (en) | Construction method of orthogonal and ortho-laid steel concrete vierendeel sandwich plate floor | |
CN107142956A (en) | A kind of prefabricated assembled elevator basis | |
CN106284653A (en) | The construction method that a kind of balcony construct capital interspaces in advance | |
CN103993672A (en) | Tenon type connecting joint structure of low-rise fabricated composite wall house | |
CN207144012U (en) | A kind of post-cast strip prefabricated board barricade | |
CN213174773U (en) | Support system is exempted from to tear open type post-cast strip structure | |
CN113737936A (en) | Connecting structure and construction method of prefabricated combined duplex balcony | |
CN203530958U (en) | Thin-wall prefabricated overlapped concrete underground diaphragm wall | |
CN106193120B (en) | Basement is encorbelmented, and bottom plate is inverse to make structure and construction method | |
CN207582763U (en) | Two-way close spelling laminated floor slab connecting joint structure with groove type embedded part | |
RU55388U1 (en) | SPATIAL REINFORCED CONCRETE FOUNDATION PLATFORM FOR SMALL-STOREY BUILDINGS FOR CONSTRUCTION IN SPECIAL GROUND CONDITIONS AND SEISMICITY IN ASSEMBLY AND MONOLITHIC OPTIONS |
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 | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170908 |
|
WD01 | Invention patent application deemed withdrawn after publication |