CN109881891A - A kind of construction method of prefabricated gate stack component - Google Patents
A kind of construction method of prefabricated gate stack component Download PDFInfo
- Publication number
- CN109881891A CN109881891A CN201910149545.1A CN201910149545A CN109881891A CN 109881891 A CN109881891 A CN 109881891A CN 201910149545 A CN201910149545 A CN 201910149545A CN 109881891 A CN109881891 A CN 109881891A
- Authority
- CN
- China
- Prior art keywords
- gate stack
- prefabricated
- prefabricated gate
- stack component
- construction method
- 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
Landscapes
- Gates (AREA)
Abstract
The present invention relates to a kind of construction methods of prefabricated gate stack component, comprising the following steps: a) uses template construct mold, template two sides channel steel and split bolt are reinforced, and centre is separated；B) to template marker space casting concrete, artificial vibration compacting, surface carries out smoothing out receipts face, the middle position fixed position of reserved bolt；C) water seasoning form removal forms after the completion of pouring；When d) installing, the unwrapping wire on the shearing metope poured controls gate stack size and location；E) it is numbered according to gate stack Deepen Design figure and plate, on-site consolidation；F) viscose glue the prefabricated gate stack component back side is applied to be bonded；G) the prefabricated gate stack component after being bonded is pasted at door opening according to unwrapping wire position, and gently tapping keeps its bonding secured；H) prefabricated gate stack assembly finishes, and carries out the connection of contiguous prefabricated gate stack.It is an advantage of the invention that gate stack component strength is high, construction efficiency is high, at low cost, short time limit, time saving and energy saving.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of construction method of prefabricated gate stack component.
Background technique
Small-sized gate stack is relatively common in residential housing construction, and there are two types of current small-sized gate stack construction methods: first is that building block
It builds；Second is that being formed during main structure construction with main structure one-time-concreting.In the work progress of above two mode
In, all there are the following problems:
1, it is constructed using the small-sized gate stack of concrete block masonry construction method complicated, masonry quality is difficult to ensure, masonry itself is strong
It spends lower, influences subsequent doorframe installation quality.
2, using with the molding small-sized gate stack of main structure one-time-concreting, because its section is smaller, formwork reinforcement is difficult, molding
Quality is difficult to ensure that mould material and manpower consumption are big, increases construction cost.
Summary of the invention
Present invention aim to address the above problem, it is high to provide a kind of gate stack component strength, construction efficiency is high, it is at low cost,
The construction method of short time limit, time saving and energy saving prefabricated gate stack component.
To achieve the above object, the invention provides the following technical scheme:
A kind of construction method of prefabricated gate stack component, comprising the following steps:
A) template construct mold is used, template two sides channel steel and split bolt are reinforced, and centre is according to prefabricated gate stack specification
Size is separated；
B) gate stack concreting, artificial vibration compacting, prefabricated gate stack surface are carried out to each section that template is separated out
It is carried out smoothing out receipts face with plasterer's trowel, at gate stack component middle position reserved two the fixed position of anchor bolt；
C) form removal forms after water seasoning 7 days after the completion of concreting；
When d) installing, first the unwrapping wire on the shearing metope poured, controls gate stack size and location；
E) it is numbered according to gate stack Deepen Design figure and plate, carries out live spelling using corresponding door opening position is manually transported to
Dress；
F) viscose glue is uniformly applied to the prefabricated gate stack component back side be bonded；
G) the prefabricated gate stack component after bonding is pasted at door opening according to unwrapping wire position, and is gently tapped with cuticle hammer
Prefabricated gate stack keeps its bonding secured；
H) prefabricated gate stack assembly finishes, and carries out the connection of contiguous prefabricated gate stack.
Further, the length of the prefabricated gate stack component is 600-1000mm, for gate stack thickness no more than 100mm's
Door opening.
Preferably, being separated among the step a) template using aluminum alloy square tube.
It is poured preferably, carrying out gate stack using C25 concrete in the step b).
Preferably, the bonding of prefabricated gate stack component is carried out in the step f) using cloud stone glue.
The beneficial effects of the present invention are:
(1) Prefabrication, it is convenient to construct
Prefabricated gate stack can carry out at the scene concentrated processing according to in-depth figure, and each prefabricated components are compiled by door opening type
Number, it is connected between prefabricated gate stack and metope using special connecting piece or bonding agent, construction is simple.
(2) it convenient for construction, shortens the construction period
Prefabricated gate stack surface is smooth, and Forming Quality is good, without installing gate stack template, prefabricated gate stack in main structure construction
It instead of piled bricks, saves and largely uses brick, formwork or masonry link are cancelled, and have saved lot of materials and labour, have shortened the duration.
(3) intensity is higher, guarantees quality
Prefabricated gate stack intensity is significantly larger than brick setting intensity, can effectively improve the construction quality of gate stack.
Detailed description of the invention
Technical solution in order to illustrate the embodiments of the present invention more clearly, below will be to needed in embodiment description
Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is only the present invention in order to illustrate more clearly of this hair
Bright embodiment or technical solution in the prior art are not making the creative labor for those of ordinary skill in the art
Under the premise of, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is that gate stack of the invention makes mold structure diagram；
Fig. 2 is prefabricated gate stack element structure schematic diagram of the invention.
Specific embodiment
A kind of construction method of prefabricated gate stack component as shown in Figs. 1-2, key points for operation are as follows:
1. concrete prefabricated gate stack Deepen Design
Concrete prefabricated gate stack acquisition can be divided into in-situ precast and precast plant purchases two kinds of methods.According to body design drawing
Door opening size and height, carry out Deepen Design, short transverse can piecemeal it is assembled, for convenience of carrying and easy for installation, in advance
The length of gate stack component processed is in 600-1000mm or so.
2. concrete prefabricated gate stack field fabrication
(1) template construct mold is used, two sides channel steel and split bolt are reinforced, the intermediate specification ruler according to prefabricated gate stack
It is very little to be separated using aluminum alloy square tube, as shown in Figure 1.
(2) prefabricated gate stack casting concrete
It is poured using C25 concrete, artificial vibration compacting, prefabricated gate stack surface carries out receipts face, component with plasterer's trowel
Middle position can reserve anchor bolt at two and fix position, as shown in Figure 2.
(3) after the completion of concreting, form removal is formed after water seasoning 7 days.
3. prefabricated gate stack installation
(1) unwrapping wire on the shearing metope poured, to control gate stack size and location；
(2) it is numbered according to gate stack Deepen Design figure and plate, carries out scene using corresponding door opening position is manually transported to
It is assembled；
(3) prefabricated gate stack component uses marble glue sticking；
(4) cloud stone glue that modulation is completed uniformly is applied to the prefabricated gate stack component back side；
(5) the prefabricated gate stack component after smearing cloud stone glue is pasted at door opening according to unwrapping wire position, is hammered into shape with cuticle light
The prefabricated gate stack of tapping keeps its bonding secured；
(6) prefabricated gate stack assembly finishes, and carries out contiguous prefabricated gate stack connection.
4. main material equipment
1 main material of table, plant
Replace traditional brick gate stack or gate stack with shear wall with concrete prefabricated gate stack component in main structure construction
The molding of structure one-time-concreting.Prefabricated gate stack can be freely assembled according to the specification of door opening structure position, and assembly uses dedicated connection
Part or binder, it is simple and efficient.In addition prefabricated gate stack component strength is higher than traditional brick masonry strength, forms gate stack than one-time-concreting
It more can effectively ensure that gate stack Forming Quality.Cost is not only reduced using this technology, improves efficiency, shortens the duration, and
Traditional piled bricks is avoided to build and the shortcomings such as time-consuming existing for supporting module, effort, at high cost.
The content not being described in detail in the present invention is the prior art.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (6)
1. a kind of construction method of prefabricated gate stack component, which comprises the following steps:
A) template construct mold is used, template two sides channel steel and split bolt are reinforced, and centre is according to prefabricated gate stack specification
It is separated；
B) concreting is carried out to each section that template is separated out, artificial vibration compacting, prefabricated gate stack surface is smoothed out
The fixed position of anchor bolt at two is reserved in receipts face, gate stack component middle position；
C) concreting is completed, and form removal forms after water seasoning 7 days；
When d) installing, first the unwrapping wire on the shearing metope poured, controls gate stack size and location；
E) it is numbered according to gate stack Deepen Design figure and plate, carries out on-site consolidation using corresponding door opening position is manually transported to；
F) viscose glue is uniformly applied to the prefabricated gate stack component back side be bonded；
G) the prefabricated gate stack component after bonding is pasted at door opening according to unwrapping wire position, and gently taps prefabricated gate stack, made
It is bonded secured；
H) prefabricated gate stack assembly finishes, and carries out the connection of contiguous prefabricated gate stack.
2. a kind of construction method of prefabricated gate stack component according to claim 1, which is characterized in that the step a) template
Centre is separated using aluminum alloy square tube.
3. a kind of construction method of prefabricated gate stack component according to claim 1, which is characterized in that adopted in the step b)
Gate stack is carried out with C25 concrete to pour.
4. a kind of construction method of prefabricated gate stack component according to claim 1, which is characterized in that adopted in the step f)
The bonding of prefabricated gate stack component is carried out with cloud stone glue.
5. a kind of construction method of prefabricated gate stack component according to claim 1, which is characterized in that the prefabricated gate stack structure
The length of part is 600-1000mm.
6. a kind of construction method of prefabricated gate stack component according to any one of claims 1 to 5, which is characterized in that described
Prefabricated gate stack component is suitable for the door opening that gate stack thickness is not more than 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910149545.1A CN109881891A (en) | 2019-02-28 | 2019-02-28 | A kind of construction method of prefabricated gate stack component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910149545.1A CN109881891A (en) | 2019-02-28 | 2019-02-28 | A kind of construction method of prefabricated gate stack component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109881891A true CN109881891A (en) | 2019-06-14 |
Family
ID=66929863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910149545.1A Pending CN109881891A (en) | 2019-02-28 | 2019-02-28 | A kind of construction method of prefabricated gate stack component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109881891A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204235676U (en) * | 2014-10-30 | 2015-04-01 | 中建海峡建设发展有限公司 | L-shaped door buttress prefabricated section sizing punching block |
| CN105178431A (en) * | 2015-09-28 | 2015-12-23 | 太原建工集团有限公司 | Building prefabricated door buttress assembly and construction method thereof |
| CN206554239U (en) * | 2017-03-17 | 2017-10-13 | 中建一局集团第一建筑有限公司 | A kind of gate stack for the prefabricated installation of shear wall side door-window opening |
| CN109016089A (en) * | 2018-07-18 | 2018-12-18 | 中天建设集团有限公司 | A kind of mold, manufacture craft and the installation method of small-sized gate stack |
-
2019
- 2019-02-28 CN CN201910149545.1A patent/CN109881891A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204235676U (en) * | 2014-10-30 | 2015-04-01 | 中建海峡建设发展有限公司 | L-shaped door buttress prefabricated section sizing punching block |
| CN105178431A (en) * | 2015-09-28 | 2015-12-23 | 太原建工集团有限公司 | Building prefabricated door buttress assembly and construction method thereof |
| CN206554239U (en) * | 2017-03-17 | 2017-10-13 | 中建一局集团第一建筑有限公司 | A kind of gate stack for the prefabricated installation of shear wall side door-window opening |
| CN109016089A (en) * | 2018-07-18 | 2018-12-18 | 中天建设集团有限公司 | A kind of mold, manufacture craft and the installation method of small-sized gate stack |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208502433U (en) | A kind of prefabricated assembled Assembled surrounding wall with vertical curtain wall penel component | |
| CN106320691B (en) | Aluminum wood template construction method | |
| CN104746639B (en) | A kind of installation method that the prefabricated window that floats is installed in composite wallboard | |
| CN107558626A (en) | A kind of prefabricated assembled wall structure and the method using this structure building house | |
| CN206616862U (en) | Formwork root bracing means | |
| CN104947846B (en) | A kind of prefabricated integral frame light filling lining and preparation method thereof | |
| CN103334356A (en) | Bridge type precast reinforced concrete hidden beam slab pavement system and construction method thereof | |
| CN110005104A (en) | A kind of fabricated heat preservation decoration integrative laminated floor slab and its construction method | |
| CN210263131U (en) | Assembled is from stagnant water underground pipe gallery structure | |
| CN208514696U (en) | The angle the roofing R prefabricated board of falling flashing rapid processing mold | |
| CN209040349U (en) | A kind of ring muscle fastening shear wall structure being easily installed | |
| CN110344535A (en) | A kind of prefabricated assembled combined wall board and construction method realized concealed beam and exempt from formwork | |
| CN110450278A (en) | A kind of production technology of sandwich heat preservation overlapped shear wall | |
| CN103334360B (en) | The dark beam slab wear-resistant pavement system of bridge-type prefabricated reinforced concrete and construction method thereof | |
| CN205712565U (en) | A kind of prefabricated two-sided wall | |
| CN109881891A (en) | A kind of construction method of prefabricated gate stack component | |
| CN110259144A (en) | A kind of novel energy-saving environment-friendly ash concrete lightweight wall plate construction method | |
| CN107345438B (en) | It is a kind of to realize that structure turns over the construction method of the prefabricated assembled awning of eaves based on EPS insulation board | |
| CN110056190A (en) | A kind of two-part slab thickness control sealing up screw | |
| CN205444514U (en) | Bearing light insulation intergral template | |
| CN210152282U (en) | Device for controlling thickness of cast-in-situ reinforced concrete floor | |
| CN106914984A (en) | A kind of construction method of prefabricated composite construction board | |
| CN207484791U (en) | A kind of unidirectional overlapping floorboard of assembled architecture | |
| CN207934255U (en) | A kind of prefabricated composite wallboard for exempting from formwork | |
| CN102312578B (en) | Integral vibration-free pouring and constructing method |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190614 |
|
| RJ01 | Rejection of invention patent application after publication |