CN109914801A - A kind of vertical entire body Slate hanging construction method of alien invasion - Google Patents
A kind of vertical entire body Slate hanging construction method of alien invasion Download PDFInfo
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- CN109914801A CN109914801A CN201910231248.1A CN201910231248A CN109914801A CN 109914801 A CN109914801 A CN 109914801A CN 201910231248 A CN201910231248 A CN 201910231248A CN 109914801 A CN109914801 A CN 109914801A
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Abstract
The invention discloses a kind of vertical entire body Slate hanging construction method of alien invasion, including the following steps: that arrangement and method for construction determines, --- --- --- --- --- template is installed, checked and accepted, and --- --- form removable --- is constructed on concrete curing --- finished product protection --- upper layer for concreting for inspection of steel reinforcement bars, examination for reinforcing bar binding and examination for levelling, unwrapping wire for stencil design, processing.Present invention uses the vertical entire body Slate hanging construction methods of architectural engineering alien invasion, and hanging plate quality is consistent with its color, line angle is straight, upright, the features such as no voids and pits, it appears and it is beautiful, generous, reach clear water concrete mass effect.There is the engineering of vertical entire body hanging plate component suitable for alien invasions such as multilayer, high residential buildings.
Description
Technical field
The invention belongs to the technical fields of Construction of Civil Engineering, and in particular to a kind of vertical entire body Slate hanging construction side of alien invasion
Method.
Background technique
For a long time, Building Engineering Design is pursued practical, safety, economy, the principle of beauty and is carried out, with national economy
Development builds this particularity works and has become the sociometric technique level in one epoch of reflection and the load of cultural concept
Body.The vertical entire body hanging plate of architectural engineering alien invasion, with its unique decorative effect, won it is public like and accept, and
It is widely used in multilayer, high residential building field.The a part of alien invasion entire body hanging plate as main structure, presentation quality
Directly affect the total quality of engineering.Therefore the construction quality of vertical entire body hanging plate is proposed higher must ask.It is general
The vertical entire body Slate hanging construction of architectural engineering alien invasion dissipates the mold method for spelling bamboo slab rubber using scene, and not only construction efficiency is low, at
This is higher, and construction quality, duration cannot be guaranteed.
Summary of the invention
Goal of the invention: in order to solve the deficiencies in the prior art, the present invention provides a kind of vertical entire body hanging plates of alien invasion to apply
Work method.
Technical solution: a kind of vertical entire body Slate hanging construction method of alien invasion includes the following steps: that arrangement and method for construction determines ---
--- --- reinforcing bar binding is installed with examination --- inspection of steel reinforcement bars, examination --- template, is tested for levelling, unwrapping wire for stencil design, processing
Receive --- concreting --- form removable --- concrete curing --- finished product protection --- upper layer construction；Wherein:
The reinforcing bar binding and examination:
(1) hanging plate vertical reinforcement is anchored in balcony coupling beam, and horizontal bar and main structure the sleeper anchoring of width direction connect
It connects, binding joint location is mutually staggered, and same jointing longitudinal stress muscle connector should meet the regulation of design and specification, when examination
Check that specification, spacing, the joint location of reinforcing bar, the lap of splice have to comply with design and code requirement；
(2) starter bar is corrected, guarantees vertical, control thickness of protection tier, it is ensured that effective depth of section；
(3) the split bolt position of large steel moulding plate is fixed position, to avoid bolt eyelet and reinforcing bar from clashing, template
The position of bolt hole, vertically arranged mark rod are first popped up before in place on the ground；Split bolt is encountered and when reinforcing bar is fought, by phase
Adjacent several placing of reinforcements carry out appropriate adjustment, but adjusting amplitude must be in specification allowed band, to ensure split bolt installation position
It sets；
(4) tied silk tail is pushed down inwards after tied silk has been tied up, to prevent tied silk exposed, concrete surface appearance point point is made to become rusty
Spot；
The template is installed, is checked and accepted:
1) it before template installation, in lower layer's hanging plate bullet horizontal line in place's suitable for reading, is stitched with portable cutting machine-cut 1cm, portion's hair will be sewed on
Stubble is cut, and 1cm wide 3mm thickness sandwich rubber band is pasted under line, prevents hanging plate from spillage, bad root phenomenon occurs；
2) template is in place: template uses the big punching block of all steel, and tower crane cooperation alleviates labor intensity；
3) formwork reinforcement: the template fixed wears 32 through-wall bolt of Ф of brushing release agent, horizontal direction steel pipe wire distribution
Top is reinforced, and prevents hanging plate from toppling, and guarantees template monolithic stability.The external corner of hanging plate uses line on the basis of lower layer's hanging plate external corner
Pendant is hung vertically, makes each external corner of vertical hanging plate on the same plumb line；
The concreting:
A. a part of vertical entire body hanging plate as main structure, concrete strength grade should be consistent with main structure, must not be with
Meaning change match ratio, raw material performance indexes is qualified through examining, and concrete slump controls within the scope of 16 ± 1cm；
B. the blanking thickness of concrete must not exceed 500mm, be vibrated using 30 vibrating spears；It is pulled out slowly when vibrating using fast insert
Mode vibrating time 30 seconds or so, is no longer sunk until not bubbling with concrete, and the mobile spacing of vibrating spear must not exceed its effect
1.25 times of radius；
C. hanging plate concrete placings are complete rubs hair with the hands with wooden float according to absolute altitude control line, and each casting concrete production 100 × 100 ×
100 3 groups of concrete test blocks, wherein 2 groups were marked feeding and Homomorphism reuse for 28 days, another group is strength of mould stripping evaluating basis；
D. in concrete vibrating, must not vibrate template, reinforcing bar etc., be damaged with preventing to reinforcing bar, template etc.；
The mortar and concrete being sticked on reinforcing bar should be touched down gently.
As optimization: the stencil design, processing: according to the determining vertical entire body hanging plate template of Construction Scheme
Figure, audited it is errorless after, submit production unit's processing, strict control blank size and carry out welding procedure and comment in process
It is fixed, it is ensured that the steel form quality processed must reach the mass effect of clear-water concrete.
As optimization: the levelling, unwrapping wire:
(1) levelling: with qualified level is detected, as hanging plate on the basis of marking 50 line of structure on upper floor reinforcing bar
The elevation control of construction suitable for reading；
(2) according to main structure construction control line and vertical hanging plate plate design size, hanging plate axis and template unwrapping wire: are released
Control line successively carries out check adjustment since basis, it is ensured that axis is clear and coherent vertically, size is accurate；
(3) axis, absolute altitude will be identified in concealment part or that can be arranged by next procedure covering part；The mark of setting is wanted
Cleaning, does not pollute other positions.
As optimization: the form removable:
(1) it under room temperature, can demould within concrete placings complete 12 hours, winter demoulding time is determined according to local climate, concrete
Strength of mould stripping must not be lower than 1.2MPa；
(2) template disassembly should be with erection sequence on the contrary, template is gently pried away from wall by when demoulding, and the template removed is gently hung
From wall, must not arbitrarily gravity sled pound, template peeling rate is unsuitable too fast；
(3) it should be cleared up, be modified immediately after form removable, and uniformly brushing release agent is spare.
As optimization: the concrete curing:
(1) it has demoulded application blanket to be covered, water seasoning 7 days or more, winter only made heat preservation moisture-keeping maintaining；It carries out mixed
Solidifying soil maintenance, not only contributes to the growth of early strength of concrete, and can avoid the formation of and reduce the color of concrete surface
Difference；
(2) clear-water concrete striking time should reach 3Mpa in test cube in the same condition intensity, and wherein the teletostage is not less than 4Mpa, side
Collapsible die, to make concrete have sufficient curing time.
The utility model has the advantages that hanging plate quality is present invention uses architectural engineering alien invasion vertical entire body Slate hanging construction method with it
Color is consistent, line angle is straight, upright, the features such as no voids and pits, it appears and it is beautiful, generous, reach clear water concrete mass effect.It is suitable
There is the engineering of vertical entire body hanging plate component for alien invasions such as multilayer, high residential buildings.
Technological principle of the invention is as follows: this construction technology carries out shaping steel form according to the geometric dimension of hanging plate first
Design and fabrication installs the big punching block of all steel then according to hanging plate axis, sideline and template contral wire bonding positioning bar, and template is solid
It is fixed, PVC casing and split bolt are worn, correction is reinforced, inspected for acceptance, concrete placings, demoulding, concrete curing.It cleared up after demoulding, brush demoulding
Agent.With next layer for the treatment of of construction joints, above-mentioned operation is repeated, until Slate hanging construction task is completed.This construction method can guarantee
Vertical entire body hanging plate reaches clear water concrete effect, and it is consistent with its color, line angle is straight, upright, the features such as no honeycomb, pitted skin seem
It is beautiful, generous.And all-steel big shuttering is used, the quality that can satisfy construction needs and shortens the construction period.
This engineering method has stronger generalization, and the unit for being familiar with the construction of architectural engineering residential building can be grasped quickly.?
There are following characteristics in construction method:
1, this engineering method uses all-steel big shuttering.Its stiffness and strength is good, indeformable, convenient disassembly, and the number of turnover is more.
2, coagulation earth removal meets intensity and durability after forming and workability requirement is outer, moreover it is possible to meet color difference, bubble, crack
Equal finishing effects requirement.
3, construction technology is simple, and quality is easy to control, and selects conventional building material and plant, construction cost low.Section
Plastering and decoration process are saved, shortens the construction period and reduces labour's investment, save cost, there is apparent economic benefit.
4, task difficulty is small, labor intensity is low, process is few, speed is fast, mass effect is good, and technique preparation is more demanding.
Detailed description of the invention
Fig. 1 is construction technology process schematic diagram of the invention.
Specific embodiment
The technical scheme in the embodiments of the invention will be clearly and completely described below, so that the technology of this field
Personnel can better understand advantages and features of the invention, to make apparent boundary to protection scope of the present invention
It is fixed.Embodiment described in the invention is only a part of the embodiment of the present invention, instead of all the embodiments, based on the present invention
In embodiment, those of ordinary skill in the art's every other implementation obtained without making creative work
Example, shall fall within the protection scope of the present invention.
Embodiment
As shown in Figure 1, a kind of vertical entire body Slate hanging construction method of alien invasion, includes the following steps: that arrangement and method for construction is true
It is fixed that --- --- --- reinforcing bar binding is pacified with --- inspection of steel reinforcement bars, examination --- template is checked and accepted for levelling, unwrapping wire for stencil design, processing
--- concreting --- form removable --- concrete curing --- finished product protection --- upper layer construction that dress is checked and accepted.
Key points for operation are as follows:
1. after audit is errorless, submitting production first according to the determining vertical entire body hanging plate Prototype drawing of Construction Scheme
Unit processing strict control blank size and carries out qualification of welding procedure in process.Ensure processed steel form quality
The mass effect of clear-water concrete must be reached.
2. levelling, unwrapping wire
1) levelling: with qualified level is detected, as hanging plate on the basis of marking 50 line of structure on upper floor reinforcing bar
The elevation control of construction suitable for reading.
2) unwrapping wire: being conscientiously familiar with drawing, according to main structure construction control line and vertical hanging plate plate design size, releases and hangs
Plate axis and template contral line successively carry out check adjustment since basis, it is ensured that axis is clear and coherent vertically, size is accurate.
3) axis, absolute altitude will be identified in concealment part or that can be arranged by next procedure covering part；The mark of setting is wanted
Cleaning, does not pollute other positions.
3. reinforcing bar binding and examination
1) hanging plate vertical reinforcement is anchored in balcony coupling beam, and horizontal bar and main structure the sleeper anchoring of width direction connect
It connects.Binding joint location is mutually staggered, and same jointing longitudinal stress muscle connector should meet the regulation of design and specification.When examination
Check that specification, spacing, the joint location of reinforcing bar, lap of splice etc. have to comply with design and code requirement.
2) starter bar is corrected, guarantees vertical, control thickness of protection tier, it is ensured that effective depth of section.
3) the split bolt position of large steel moulding plate is fixed position, to avoid bolt eyelet and reinforcing bar from clashing, template
The position of bolt hole, vertically arranged mark rod are first popped up before in place on the ground.Split bolt is encountered and when reinforcing bar is fought, by phase
Adjacent several placing of reinforcements carry out appropriate adjustment, but adjusting amplitude must be in specification allowed band, to ensure split bolt installation position
It sets.
4) tied silk tail is pushed down inwards after tied silk has been tied up, to prevent tied silk exposed, concrete surface appearance point point is made to become rusty
Spot.
4. template is installed
1) it before template installation, in lower layer's hanging plate bullet horizontal line in place's suitable for reading, is stitched with portable cutting machine-cut 1cm, portion's hair will be sewed on
Stubble is cut, and 1cm wide 3mm thickness sandwich rubber band is pasted under line, prevents hanging plate from spillage, bad root phenomenon occurs.
2) template is in place: template uses the big punching block of all steel, and tower crane cooperation alleviates labor intensity.
3) formwork reinforcement: the template fixed wears 32 through-wall bolt of Ф of brushing release agent, horizontal direction steel pipe wire distribution
Top is reinforced, and prevents hanging plate from toppling, and guarantees template monolithic stability.The external corner of hanging plate uses line on the basis of lower layer's hanging plate external corner
Pendant is hung vertically, makes each external corner of vertical hanging plate on the same plumb line.
5. template inspection
The quality standard that vertical entire body hanging plate template is inspected for acceptance see the table below shown in 1.
The vertical entire body hanging plate template (large steel moulding plate) of table 1 is inspected for acceptance standard scale
6. concreting
1) the vertical a part of entire body hanging plate as main structure, concrete strength grade should be consistent with main structure, must not be with
Meaning change match ratio, raw material performance indexes is qualified through examining, and concrete slump controls within the scope of 16 ± 1cm.
2) the blanking thickness of concrete must not exceed 500mm, and 30 vibrating spears is preferably used to vibrate.It is pulled out slowly when vibrating using fast insert
Mode, vibrating time 30 seconds or so, no longer sink to being advisable until not bubbling with concrete, the mobile spacing of vibrating spear must not exceed
1.25 times of its operating radius.
3) hanging plate concrete placings are complete rubs hair with the hands with wooden float according to absolute altitude control line, and each casting concrete production 100 × 100 ×
100 3 groups of concrete test blocks, wherein 2 groups were marked feeding and Homomorphism reuse for 28 days, another group is strength of mould stripping evaluating basis.
4) in concrete vibrating, must not vibrate template, reinforcing bar etc., be damaged with preventing to reinforcing bar, template etc.；
The mortar and concrete being sticked on reinforcing bar should be touched down gently.
7. form removable
1) it under room temperature, can demould within concrete placings complete 12 hours, winter demoulding time is determined according to local climate, and concrete is torn open
Mould intensity must not be lower than 1.2MPa.
2) template disassembly should be with erection sequence on the contrary, template is gently pried away from wall by when demoulding, and the template removed is gently hung
From wall, must not arbitrarily gravity sled pound, template peeling rate is unsuitable too fast.
It should be cleared up, be modified immediately after form removable, and uniformly brushing release agent is spare.
8. concrete curing
1) it has demoulded application blanket to be covered, water seasoning 7 days or more (winter only makees heat preservation moisture-keeping maintaining).It carries out mixed
Solidifying soil maintenance, not only contributes to the growth of early strength of concrete, and can avoid the formation of and reduce the color of concrete surface
Poor
2) clear-water concrete striking time should reach 3Mpa (teletostage is not less than 4Mpa) Shi Fangke in test cube in the same condition intensity
Demoulding, to make concrete have sufficient curing time.
In the present embodiment, material requirements is as follows:
1. concrete:
1) concrete is commerical ready-mixed concrete, and concrete raw material used meets concrete structure construction inspection of quality specification
It is required that.
2) clear-water concrete mixture first have to meet to color, color, bubble, crack clear water effect requirements, in addition
Meet the requirement in terms of the various performances and durability to concrete.
2. template:
1) template uses all-steel big shuttering, and panel requires timber intensity height, good toughness, and processing performance is good, it is enough to have
Rigidity.
2) template surface is flat and smooth, pollution-free, clean.
3. reinforcing bar:
1) processing dimension (flexual center, angle, length etc.) deviation of finished product reinforcing bar meets code requirement.
2) reinforcing bar is without floating rust, in order to avoid influence no wet sieving concrete effect.
In the present embodiment, plant is as follows:
1) main material: commerical ready-mixed concrete, release agent, 48 steel pipe of Ф, fastener, silk top；
2) construction equipment: tower crane, bar cropper, bending machine, straightener, set shaped steel formwork, split bolt, nut, specially
With spanner, hammer, chisel, tape measure, line pendant, crowbar, vibrator, 30 vibrating spears, timber wedge, ink fountain etc.；
3) measuring device, positioning prepare: theodolite, level, laser level, tape measure, horizontal ruler, Sopwith staff, plumb bob.It does
Review to elevation control point, control axis tells somebody what one's real intentions are and necessary technical training to unwrapping wire personnel.
Present invention improves over the construction method of the vertical entire body hanging plate of architectural engineering alien invasion, it can guarantee that cladding panel structure is primary
Reach clear-water concrete requirement.Compared to traditional technique, quality, duration and benefit are all greatly improved.Economic benefit master
It include: not need to be painted after reaching clear-water concrete effect；The investment of the facilities material such as template is greatly reduced and disappears
Consumption.
After the present invention saves construction installation material investment, reduce the demand to the products such as wood, bamboo naturally；It is mixed to reach clear water
After solidifying soil effect, no longer paints, reduce the dosage of cement, sand and water；The protection of ecological environment is not only contributed to, but also
Energy-efficient purpose is reached.
The implementation of the vertical entire body Slate hanging construction method of alien invasion of the invention has huge social effect, can be reduced the energy
Consumption reduces project cost, saves the construction period.By the implementation of the vertical entire body Slate hanging construction method of alien invasion, can not only mention
The construction level of domestic clear-water concrete component is enough promoted, and reduces construction garbage disposal expense, favorably text on site
Bright construction.Improve the promotion of construction enterprises' technical level and competitive strength.
Claims (5)
1. a kind of vertical entire body Slate hanging construction method of alien invasion, characterized by the following steps: arrangement and method for construction determines ---
--- --- reinforcing bar binding is installed with examination --- inspection of steel reinforcement bars, examination --- template, is tested for levelling, unwrapping wire for stencil design, processing
Receive --- concreting --- form removable --- concrete curing --- finished product protection --- upper layer construction；Wherein:
The reinforcing bar binding and examination:
(1) hanging plate vertical reinforcement is anchored in balcony coupling beam, and the horizontal bar of width direction and the anchor connection of main structure sleeper are tied up
It pricks joint location to be mutually staggered, same jointing longitudinal stress muscle connector should meet the regulation of design and specification, and when examination checks
Specification, spacing, the joint location of reinforcing bar, the lap of splice have to comply with design and code requirement；
(2) starter bar is corrected, guarantees vertical, control thickness of protection tier, it is ensured that effective depth of section；
(3) the split bolt position of large steel moulding plate is fixed position, and to avoid bolt eyelet and reinforcing bar from clashing, template is in place
The position of bolt hole, vertically arranged mark rod pop up on the ground in preceding elder generation；Encounter split bolt and when reinforcing bar is fought, it will be adjacent
Several placing of reinforcements carry out appropriate adjustment, but adjusting amplitude must be in specification allowed band, to ensure split bolt installation site；
(4) tied silk tail is pushed down inwards after tied silk has been tied up, to prevent tied silk exposed, makes concrete surface appearance point point rust staining；
The template is installed, is checked and accepted:
1) it before template installation, in lower layer's hanging plate bullet horizontal line in place's suitable for reading, is stitched with portable cutting machine-cut 1cm, portion's hair stubble chisel will be sewed on
It removes, 1cm wide 3mm thickness sandwich rubber band is pasted under line, prevent hanging plate from spillage, bad root phenomenon occurs；
2) template is in place: template uses the big punching block of all steel, and tower crane cooperation alleviates labor intensity；
3) formwork reinforcement: the template fixed wears 32 through-wall bolt of Ф of brushing release agent, horizontal direction steel pipe wire distribution jacking
Row is reinforced, and prevents hanging plate from toppling, and guarantees template monolithic stability.The external corner of hanging plate is hung on the basis of lower layer's hanging plate external corner with line pendant
Vertically, make each external corner of vertical hanging plate on the same plumb line；
The concreting:
A. a part of vertical entire body hanging plate as main structure, concrete strength grade should be consistent with main structure, must not arbitrarily more
Change match ratio, raw material performance indexes is qualified through examining, and concrete slump controls within the scope of 16 ± 1cm；
B. the blanking thickness of concrete must not exceed 500mm, be vibrated using 30 vibrating spears；Using the fast side for inserting and pulling out slowly when vibrating
Formula vibrating time 30 seconds or so, is no longer sunk until not bubbling with concrete, and the mobile spacing of vibrating spear must not exceed its effect half
1.25 times of diameter；
C. hanging plate concrete placings are complete rubs hair, each casting concrete production 100 × 100 × 100 with the hands according to absolute altitude control line wooden float
3 groups of concrete test block, wherein 2 groups were marked feeding and Homomorphism reuse for 28 days, another group is strength of mould stripping evaluating basis；
D. in concrete vibrating, must not vibrate template, reinforcing bar etc., be damaged with preventing to reinforcing bar, template etc.；It is sticked to
Mortar and concrete on reinforcing bar should be touched down gently.
2. the vertical entire body Slate hanging construction method of alien invasion according to claim 1, it is characterised in that: the template is set
Meter, processing: according to the determining vertical entire body hanging plate Prototype drawing of Construction Scheme, after audit is errorless, production unit is submitted to add
Work strict control blank size and carries out qualification of welding procedure in process, it is ensured that the steel form quality processed must reach
To the mass effect of clear-water concrete.
3. the vertical entire body Slate hanging construction method of alien invasion according to claim 1, it is characterised in that: the levelling is put
Line:
(1) levelling: suitable for reading as hanging plate on the basis of marking 50 line of structure on upper floor reinforcing bar with the qualified level of detection
The elevation control of construction；
(2) according to main structure construction control line and vertical hanging plate plate design size, hanging plate axis and template contral unwrapping wire: are released
Line successively carries out check adjustment since basis, it is ensured that axis is clear and coherent vertically, size is accurate；
(3) axis, absolute altitude will be identified in concealment part or that can be arranged by next procedure covering part；The mark of setting is clear
It is clean, other positions are not polluted.
4. the vertical entire body Slate hanging construction method of alien invasion according to claim 1, it is characterised in that: the template is torn open
It removes:
(1) it under room temperature, can demould within concrete placings complete 12 hours, winter demoulding time is determined according to local climate, concrete demoulding
Intensity must not be lower than 1.2MPa；
(2) template disassembly should be with erection sequence on the contrary, template is gently pried away from wall by when demoulding, and the template removed gently hangs wall
Body must not arbitrarily gravity sled be pounded, and template peeling rate is unsuitable too fast；
(3) it should be cleared up, be modified immediately after form removable, and uniformly brushing release agent is spare.
5. the vertical entire body Slate hanging construction method of alien invasion according to claim 1, it is characterised in that: the concrete is supported
Shield:
(1) it has demoulded application blanket to be covered, water seasoning 7 days or more, winter only made heat preservation moisture-keeping maintaining；Carry out concrete
Maintenance, not only contributes to the growth of early strength of concrete, and can avoid the formation of and reduce the color difference of concrete surface；
(2) clear-water concrete striking time should reach 3Mpa in test cube in the same condition intensity, and wherein the teletostage is not less than 4Mpa, can tear open
Mould, to make concrete have sufficient curing time.
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| CN201910231248.1A CN109914801A (en) | 2019-03-26 | 2019-03-26 | A kind of vertical entire body Slate hanging construction method of alien invasion |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376784A (en) * | 2020-10-31 | 2021-02-19 | 宁乡宁华新材料有限公司 | Production method of high-plane exterior wall cladding |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956458A (en) * | 2010-11-05 | 2011-01-26 | 中国建筑第八工程局有限公司 | Construction method of overlong and superhigh single-side fair-faced concrete wall |
| CN103628605A (en) * | 2013-12-12 | 2014-03-12 | 中国建筑标准设计研究院 | Large-span rib type prestressed concrete slab and construction method thereof |
| CN103899088A (en) * | 2014-04-22 | 2014-07-02 | 中建八局第三建设有限公司 | Construction method for large-span ultra-thin ultra-long cast-in-situ bare concrete plank |
| CN104846744A (en) * | 2015-03-19 | 2015-08-19 | 南通大学 | Construction method for pouring and forming urban viaduct curve type pier stud in one-off mode |
| CN205171993U (en) * | 2015-10-13 | 2016-04-20 | 平煤神马建工集团有限公司 | Clear water concrete looses and pieces together template |
-
2019
- 2019-03-26 CN CN201910231248.1A patent/CN109914801A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956458A (en) * | 2010-11-05 | 2011-01-26 | 中国建筑第八工程局有限公司 | Construction method of overlong and superhigh single-side fair-faced concrete wall |
| CN103628605A (en) * | 2013-12-12 | 2014-03-12 | 中国建筑标准设计研究院 | Large-span rib type prestressed concrete slab and construction method thereof |
| CN103899088A (en) * | 2014-04-22 | 2014-07-02 | 中建八局第三建设有限公司 | Construction method for large-span ultra-thin ultra-long cast-in-situ bare concrete plank |
| CN104846744A (en) * | 2015-03-19 | 2015-08-19 | 南通大学 | Construction method for pouring and forming urban viaduct curve type pier stud in one-off mode |
| CN205171993U (en) * | 2015-10-13 | 2016-04-20 | 平煤神马建工集团有限公司 | Clear water concrete looses and pieces together template |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376784A (en) * | 2020-10-31 | 2021-02-19 | 宁乡宁华新材料有限公司 | Production method of high-plane exterior wall cladding |
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Application publication date: 20190621 |