CN108130915A - Prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate and its construction method - Google Patents
Prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate and its construction method Download PDFInfo
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- CN108130915A CN108130915A CN201810127846.XA CN201810127846A CN108130915A CN 108130915 A CN108130915 A CN 108130915A CN 201810127846 A CN201810127846 A CN 201810127846A CN 108130915 A CN108130915 A CN 108130915A
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- 238000010276 construction Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 238000009739 binding Methods 0.000 claims abstract description 25
- 238000009434 installation Methods 0.000 claims abstract description 22
- 238000007789 sealing Methods 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 11
- 210000003205 muscle Anatomy 0.000 claims abstract description 8
- 230000000903 blocking effect Effects 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 20
- 239000011241 protective layer Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 6
- 210000001519 tissue Anatomy 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 238000002360 preparation method Methods 0.000 claims description 3
- 230000011218 segmentation Effects 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 210000002435 tendon Anatomy 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
-
- 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
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- 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)
- Foundations (AREA)
Abstract
The invention discloses a kind of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate and its construction methods, the template includes the cuboid steel bar framework modular unit that multiple head and the tail are fixedly connected, steel bar framework modular unit includes upper frame, lower frame and the steel plate for sealing water being arranged between frame and lower frame, steel plate for sealing water is two and is respectively welded between frame long side face and lower frame long side side, mesh template face layer is equipped on two long side sides of upper frame and two long side sides of lower frame, two long side sides top part of upper frame is not fixed with comb mould.The present invention is changed after the completion of the binding of raft board post poured band position reinforcing bar, then carries out site welding, binding, installation, the construction technology for blocking alter-pouring strips mould plate, is promoted to shift to an earlier date at the beginning of subsequent handling, is accelerated construction speed, saved the duration.Meanwhile narrow construction space between raft slab muscle is changed, execution conditions are improved, and construction quality is guaranteed.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to be poured after a kind of prefabricated assembling type reinforced frame raft foundation
Band template and its construction method.
Background technology
In recent years, with the rapid economic development in our country, high level, high-rise building are more and more, large-scale, superthick raft plate
Basic accounting gradually increases, and cast-in-place concrete structure is eliminated due to autogenous shrinkage unevenness or mitigated concrete because of temperature in order to prevent
Degree, humidity deformation and structure sediment deformation etc. have an adverse effect to building, should be on Base isolation system and main structure body it is suitable
When position setting post-cast strip, and the construction quality of raft board post poured band becomes the key of raft foundation construction.
The fabrication and installation of traditional alter-pouring strips mould plate and steel plate for sealing water need the reinforcing bar in raft board post poured band position to bind and complete
Afterwards, then in-site installation, welding are carried out, at the beginning of constraining subsequent handling, delays foundation construction progress, and Welder
Work operates on raft slab muscle, and welding quality is difficult to ensure that, fixation is not firm, is easy to cause and runs mould, spillage and other issues,
Different-thickness raft plate juncture area, installation quality are more difficult to control, and construction efficiency is relatively low.
Invention content
The purpose of the present invention is for the technical problems in the prior art, provide it is a kind of it is simple in structure, be easy to make,
The prefabricated assembled steel for being easily installed and working efficiency being improved, reduce operation difficulty, save construction cost, promoting project benefit
Muscle frame raft foundation alter-pouring strips mould plate.
Another object of the present invention is to provide for a kind of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate
Construction method.
In order to achieve the above object, the present invention uses following technical scheme：A kind of prefabricated assembling type reinforced frame raft plate base
Plinth alter-pouring strips mould plate, including the cuboid steel bar framework modular unit that multiple head and the tail are fixedly connected, the steel bar framework template
Unit includes upper frame, lower frame and the steel plate for sealing water being arranged between frame and lower frame, and the steel plate for sealing water is two
Root and be respectively welded between frame long side face and lower frame long side side, two long side sides of the upper frame and
Mesh template face layer is equipped on two long side sides of lower frame, two long side sides top part of the upper frame Gu Ding not
There is comb mould.
Further, the long side face of the upper frame includes two be arranged in parallel upper frame longitudinal direction cross bars and installation
The more upper ledges on two between the cross bar of frame longitudinal direction erect bar, are equipped between two long side sides of the upper frame multigroup
Frame connecting rod component includes about the two upper frame transverse direction cross bars being arranged in parallel on upper frame connecting rod component and every group.
Further, it is equipped with the setting that intersects between two of the upper frame connecting rod component upper frame transverse direction cross bars
Two upper frame diagonal braces.
Further, the upper frame connecting rod component for three groups and be separately positioned on frame long side face both ends and
Middle part.
Further, the long side face of the lower frame includes two lower frame longitudinal direction cross bars being arranged in parallel and installation
The more lower frame upright bars between two lower frame longitudinal direction cross bars are equipped between two long side sides of the lower frame multigroup
Lower frame connects bar component and every group of lower frame connection bar component includes about the two lower frame transverse direction cross bars being arranged in parallel.
Further, it is equipped with the setting that intersects between two lower frame transverse direction cross bars of the lower frame connection bar component
Two lower frame diagonal braces.
Further, lower frame connection bar component for three groups and be separately positioned on lower frame long side side both ends and
Middle part.
Further, composite structure or fast-easy closing-up net of the mesh template face layer for expanded metal lath and steel wire.
Further, the comb mould includes a tree, used in making timber for boats wood, and the bottom of a tree, used in making timber for boats wood is uniformly provided with a plurality of groove.
A kind of construction method of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, includes the following steps：
A, preparation of construction：Calculate the size at each position in post-cast strip, design in detail according to raft plate construction drawing by construction technical staff
The size of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, and processing drawing is drawn, make assembled steel reinforced frame
Raft foundation alter-pouring strips mould plate；
B, the construction line-putting：The position line of post-cast strip is released according to design drawing；
C, bed course, waterproof layer, protective layer construction：By the construction of progress requirements of plan tissue bed course, waterproof layer and protective layer, simultaneously
Installation binding post-cast strip additional bar；
D, tissue Fa Ban lower floors bar-mat reinforcement installation binding：The first binding installation Fa Ban lower floors reinforcing bar since the position of post-cast strip, then to
Other regions extend；
E, alter-pouring strips mould plate is installed：The lower floor bar-mat reinforcement binding of post-cast strip position carries out alter-pouring strips mould plate after installation is complete immediately
Installation, due to alter-pouring strips mould plate employ segmentation it is prefabricated, using tower crane by steel bar framework modular unit be lifted into post-cast strip position
Place is put, then using electric welding, each steel bar framework modular unit is welded into entirety, while steel plate for sealing water is welded and is penetrated through；
F, mesh template face layer is arranged：By each steel bar framework modular unit welding it is integral after, to mesh template face layer carry out it is whole
Reason blocks, and especially the beneath of steel bar framework modular unit junction and Fa Ban lower floors reinforcing bar will be blocked tightly, by mesh template face
Layer extends downwardly, and is overlapped with raft plate bed course, then is blocked using the pea gravel concreten of a grade higher than raft board concrete intensity；
G, raft plate top bars are bound：After the completion of the reinforcing bar binding of Fa Ban lower floors, raft plate top mat is bound immediately, is assembled at this time
Formula steel bar framework raft foundation alter-pouring strips mould plate can again be separately provided as the stent of raft plate top bars without at this position
Stent；
H, comb mould is installed：After the completion of the binding of raft plate top mat, according to bar diameter and bar spacing size that a tree, used in making timber for boats is wooden
Lower part cuts into comb form, mounted on the top of post-cast strip position, for blocking raft plate Surface layer's concrete, the height of comb mould
It should be slightly bigger than the thickness of raft slab tendon protective layer；
I, casting concrete：After the completion of the binding of raft slab muscle, after each side's acceptance(check), you can casting concrete.
The present invention has the advantages that compared with the prior art：The prefabricated assembling type reinforced frame raft foundation of the present invention
Alter-pouring strips mould plate includes the cuboid steel bar framework modular unit that multiple head and the tail are fixedly connected, each steel bar framework modular unit
It, can setting according to post-cast strip in advance including upper frame, lower frame and the steel plate for sealing water being arranged between upper frame and lower frame
It counts size and adds the good a certain number of steel bar framework modular units of work outside place, while raft slab muscle is bound, installation
Alter-pouring strips mould plate changes after the completion of the binding of raft board post poured band position reinforcing bar, then carries out site welding, binding, installation, closure
The construction technology of alter-pouring strips mould plate promotes to shift to an earlier date at the beginning of subsequent handling, accelerates construction speed, saved the duration.Together
When, due to the pre-production outside place, welded, installed, the work such as bind without getting into raft plate steel reinforcement cage, changed
Narrow construction space, execution conditions are improved between raft slab muscle, and construction quality is guaranteed.In addition, steel bar framework has
There are certain bearing capacity, rigidity and stability, the stent of part raft plate top bars can be served as, cost has both been saved, also carried
The high safety of construction.The configuration of the present invention is simple easily makes, is easily installed, and reduces operation difficulty, improves work effect
Rate has saved construction cost, improves project benefit.
Description of the drawings
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structure diagram of steel bar framework modular unit of the present invention；
Fig. 3 is the structure diagram of the upper frame of the present invention；
Fig. 4 is the structure diagram of lower frame of the present invention.
Reference numeral meaning of the present invention is as follows：1st, upper frame；2nd, lower frame；3rd, steel plate for sealing water；4th, mesh template face layer；5、
Comb mould；101st, upper frame longitudinal direction cross bar；102nd, upper frame transverse direction cross bar；103rd, upper ledge erects bar；104th, upper frame diagonal brace；
201st, lower frame longitudinal direction cross bar；202nd, lower frame transverse direction cross bar；203rd, lower frame upright bar；204th, lower frame diagonal brace.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and detailed description.
As shown in Figs. 1-2, a kind of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, is fixed including multiple head and the tail
The cuboid steel bar framework modular unit of connection, steel bar framework modular unit include upper frame 1, lower frame 2 and are arranged on
Steel plate for sealing water 3 between upper frame 1 and lower frame 2, steel plate for sealing water 3 for two and be respectively welded at 1 long side side of frame with
Between 2 long side side of lower frame, net is equipped on two long side sides of upper frame 1 and two long side sides of lower frame 2
Shape mould board finish 4, mesh template face 4 composite structure or fast-easy closing-up net for expanded metal lath and steel wire of layer, is enclosed in frame 1
Two long side sides and lower frame 2 two long side sides outer surface, play barrier concrete, it is ensured that post-cast strip is by setting
Molding effect is counted, two long side sides top part of upper frame 1 is not fixed with comb mould 5, and comb mould 5 includes a tree, used in making timber for boats wood, a tree, used in making timber for boats wood
Bottom be uniformly provided with a plurality of groove.
As shown in figure 3, the long side face of upper frame 1 includes two be arranged in parallel upper frame longitudinal direction cross bars 101 and peace
The more upper ledges between two upper frame longitudinal direction cross bars 101 erect bar 103, are set between two long side sides of upper frame 1
There is multigroup upper frame connecting rod component, upper frame connecting rod component is three group and is separately positioned on the two of 1 long side side of frame
End and middle part, frame connecting rod component includes the about two upper frame transverse direction cross bars 102 being arranged in parallel, upper frame company on every group
Two upper frame diagonal braces 104 of the setting that intersects are equipped between the upper frame transverse direction cross bar 102 of two of extension bar component.
As shown in figure 4, the long side face of lower frame 2 includes two lower frame longitudinal direction cross bars 201 being arranged in parallel and peace
The more lower frame upright bars 203 between two lower frame longitudinal direction cross bars 201 are set between two long side sides of lower frame 2
There is a multigroup lower frame connection bar component, lower frame connection bar component is three group and is separately positioned on the two of 2 long side side of lower frame
End and middle part, every group of lower frame connection bar component include about the two lower frame transverse direction cross bars 202 being arranged in parallel, and lower frame connects
Two lower frame diagonal braces 204 of the setting that intersects are equipped between two lower frame transverse direction cross bars 202 of extension bar component.
Include the following steps when being constructed using the prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate：
A, preparation of construction：Calculate the size at each position in post-cast strip, design in detail according to raft plate construction drawing by construction technical staff
The size of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, and processing drawing is drawn, make assembled steel reinforced frame
Raft foundation alter-pouring strips mould plate.
B, the construction line-putting：The position line of post-cast strip is released according to design drawing.
C, bed course, waterproof layer, protective layer construction：By the construction of progress requirements of plan tissue bed course, waterproof layer and protective layer,
Binding post-cast strip additional bar is installed simultaneously.
D, tissue Fa Ban lower floors bar-mat reinforcement installation binding：The first binding installation Fa Ban lower floors reinforcing bar since the position of post-cast strip,
It is extended again to other regions.
E, alter-pouring strips mould plate is installed：The lower floor bar-mat reinforcement binding of post-cast strip position carries out post-cast strip after installation is complete immediately
The installation of template, due to alter-pouring strips mould plate employ segmentation it is prefabricated, poured after using tower crane, steel bar framework modular unit is lifted into
At band position, then using electric welding, each steel bar framework modular unit is welded into entirety, while steel plate for sealing water 3 is welded perforation.
F, mesh template face layer is arranged：By each steel bar framework modular unit welding it is integral after, to mesh template face layer 4 into
Row is arranged, is blocked, and especially the beneath of steel bar framework modular unit junction and Fa Ban lower floors reinforcing bar will be blocked tightly, by netted mould
Board finish 4 extends downwardly, and is overlapped with raft plate bed course, then is carried out using the pea gravel concreten of a grade higher than raft board concrete intensity
It blocks.
G, raft plate top bars are bound：After the completion of the reinforcing bar binding of Fa Ban lower floors, raft plate top mat is bound immediately, at this time
Assembled steel reinforced frame raft foundation alter-pouring strips mould plate can be as the stent of raft plate top bars, without independent again at this position
Stent is set.
H, comb mould is installed：After the completion of the binding of raft plate top mat, according to bar diameter and bar spacing size by a tree, used in making timber for boats
The lower part of wood cuts into comb form and comb mould 5 is made, mounted on the top of post-cast strip position, for blocking raft plate surface layer coagulation
Soil, the height of comb mould 5 should be slightly bigger than the thickness of raft slab tendon protective layer.
I, casting concrete：After the completion of the binding of raft slab muscle, after each side's acceptance(check), you can casting concrete.
Claims (10)
1. a kind of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, it is characterised in that：It fixes and connects including multiple head and the tail
The cuboid steel bar framework modular unit connect, the steel bar framework modular unit include upper frame（1）, lower frame（2）And
It is arranged on frame（1）With lower frame（2）Between steel plate for sealing water（3）, the steel plate for sealing water（3）For two and it is separately fixed at
Upper frame（1）Long side side and lower frame（2）Between long side side, the upper frame（1）Two long side sides and lower frame
Frame（2）Two long side sides on be equipped with mesh template face layer（4）, the upper frame（1）Two long side sides top part
It is not fixed with comb mould（5）.
2. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 1, it is characterised in that：It is described
Upper frame（1）Long side face include be arranged in parallel two upper frame longitudinal direction cross bars（101）And mounted on two upper frames
Longitudinal cross bar（101）Between more upper ledges erect bar（103）, the upper frame（1）Two long side sides between be equipped with it is more
Frame connecting rod component includes about the two upper frame transverse direction cross bars being arranged in parallel on frame connecting rod component and every group in group
（102）.
3. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 2, it is characterised in that：It is described
The upper frame transverse direction cross bar of two of upper frame connecting rod component（102）Between be equipped with two of the setting upper frame diagonal braces that intersect
（104）.
4. the prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to Claims 2 or 3, it is characterised in that：
The upper frame connecting rod component is three groups and is separately positioned on frame（1）The both ends and middle part of long side side.
5. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 1, it is characterised in that：It is described
Lower frame（2）Long side face include two lower frame longitudinal direction cross bars being arranged in parallel（201）And mounted on two lower frames
Longitudinal cross bar（201）Between more lower frame upright bars（203）, the lower frame（2）Two long side sides between be equipped with it is more
Group lower frame connection bar component and every group of lower frame connect bar component and include about the two lower frame transverse direction cross bars being arranged in parallel
（202）.
6. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 5, it is characterised in that：It is described
Lower frame connects two lower frame transverse direction cross bars of bar component（202）Between be equipped with the two lower frame diagonal braces of setting of intersecting
（204）.
7. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 5 or 6, it is characterised in that：
The lower frame connection bar component is three groups and is separately positioned on lower frame（2）The both ends and middle part of long side side.
8. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 1, it is characterised in that：It is described
Mesh template face layer（4）Composite structure or fast-easy closing-up net for expanded metal lath and steel wire.
9. prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate according to claim 1, it is characterised in that：It is described
Comb mould（5）Including a tree, used in making timber for boats wood, the bottom of a tree, used in making timber for boats wood is uniformly provided with a plurality of groove.
A kind of 10. construction method of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, it is characterised in that this method packet
Include following steps：
A, preparation of construction：Calculate the size at each position in post-cast strip, design in detail according to raft plate construction drawing by construction technical staff
The size of prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate, and processing drawing is drawn, make assembled steel reinforced frame
Raft foundation alter-pouring strips mould plate；
B, the construction line-putting：The position line of post-cast strip is released according to design drawing；
C, bed course, waterproof layer, protective layer construction：By the construction of progress requirements of plan tissue bed course, waterproof layer and protective layer, simultaneously
Installation binding post-cast strip additional bar；
D, tissue Fa Ban lower floors bar-mat reinforcement installation binding：The first binding installation Fa Ban lower floors reinforcing bar since the position of post-cast strip, then to
Other regions extend；
E, alter-pouring strips mould plate is installed：The lower floor bar-mat reinforcement binding of post-cast strip position carries out alter-pouring strips mould plate after installation is complete immediately
Installation, due to alter-pouring strips mould plate employ segmentation it is prefabricated, using tower crane by steel bar framework modular unit be lifted into post-cast strip position
It puts place, then using electric welding, each steel bar framework modular unit is welded into entirety, while by steel plate for sealing water（3）Welding perforation；
F, mesh template face layer is arranged：By each steel bar framework modular unit welding it is integral after, to mesh template face layer（4）It carries out
It arranges, block, especially the beneath of steel bar framework modular unit junction and Fa Ban lower floors reinforcing bar will be blocked tightly, by mesh template
Face layer（4）It extends downwardly, is overlapped with raft plate bed course, then carried out using the pea gravel concreten of a grade higher than raft board concrete intensity
It blocks；
G, raft plate top bars are bound：After the completion of the reinforcing bar binding of Fa Ban lower floors, raft plate top mat is bound immediately, is assembled at this time
Formula steel bar framework raft foundation alter-pouring strips mould plate can again be separately provided as the stent of raft plate top bars without at this position
Stent；
H, comb mould is installed：After the completion of the binding of raft plate top mat, according to bar diameter and bar spacing size that a tree, used in making timber for boats is wooden
Lower part cuts into comb form and comb mould is made（5）, mounted on the top of post-cast strip position, for blocking raft plate surface layer coagulation
Soil, comb mould（5）Height should be slightly bigger than the thickness of raft slab tendon protective layer；
I, casting concrete：After the completion of the binding of raft slab muscle, after each side's acceptance(check), you can casting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810127846.XA CN108130915A (en) | 2018-02-08 | 2018-02-08 | Prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810127846.XA CN108130915A (en) | 2018-02-08 | 2018-02-08 | Prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate and its construction method |
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| Publication Number | Publication Date |
|---|---|
| CN108130915A true CN108130915A (en) | 2018-06-08 |
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ID=62430704
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|---|---|---|---|
| CN201810127846.XA Pending CN108130915A (en) | 2018-02-08 | 2018-02-08 | Prefabricated assembling type reinforced frame raft foundation alter-pouring strips mould plate and its construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820785A (en) * | 2019-11-14 | 2020-02-21 | 中国建筑第八工程局有限公司 | Shear assembly and construction method thereof |
| CN113833004A (en) * | 2021-11-04 | 2021-12-24 | 中铁三局集团有限公司 | Deep large raft foundation post-cast strip formwork system and foundation construction method |
| CN114673346A (en) * | 2022-04-17 | 2022-06-28 | 南通新华建筑集团有限公司 | Modular post-cast strip assembled side mold structure and construction method thereof |
| CN115233720A (en) * | 2022-08-28 | 2022-10-25 | 中建八局第一建设有限公司 | Super-thick radiation-proof raft plate L-shaped construction joint structure and construction method |
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