CN110424439A - A kind of precast ceramsite concrete cored slab sizing fetal membrane and its construction - Google Patents
A kind of precast ceramsite concrete cored slab sizing fetal membrane and its construction Download PDFInfo
- Publication number
- CN110424439A CN110424439A CN201910678321.XA CN201910678321A CN110424439A CN 110424439 A CN110424439 A CN 110424439A CN 201910678321 A CN201910678321 A CN 201910678321A CN 110424439 A CN110424439 A CN 110424439A
- Authority
- CN
- China
- Prior art keywords
- sizing
- coaming plate
- plate
- pile
- firm
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- 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)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Revetment (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of precast ceramsite concrete cored slab sizing fetal membrane and constructions, it is related to the realm of building construction, aim to solve the problem that existing sizing fetal membrane constructing operation trouble, ineffective problem, technical points include pile platen, several fixed pitching piles on pile platen lower surface are set, around the mold plate that pile platen upper surface is arranged in, firm platform between mold plate bottom end outboard sidewalls and pile platen is set and is embedded the firm even block in firm platform, the firm even block stretches out the separate side of firm platform in the horizontal direction, membrane waterproofing is stained between the side of the firm platform far from mold plate and pile platen, the present invention can not only provide a kind of sizing fetal membrane of high intensity, and construction is easy to operate, it is high-efficient.
Description
Technical field
The present invention relates to the realm of building construction, more specifically, it relates to which a kind of precast ceramsite concrete cored slab is formed
Fetal membrane and its construction.
Background technique
In present building trade, building structure is divided into superstructure and underground structure, in ground and foundation engineering,
Cushion cap, ground beam, foundation pit etc. are required to support a large amount of side form；Traditional side form, which is built, generallys use wooden model and brick fetal membrane, still,
Using the at high cost of both methods, production capacity is low, therefore, has now introduced precast ceramsite concrete cored slab sizing fetal membrane.
Monoblock type can be used in precast ceramsite concrete cored slab sizing fetal membrane, can also use pin-connected panel, existing assembly
The construction technology of formula precast ceramsite concrete cored slab sizing fetal membrane generally includes following steps, (1) measuring line: pile framing bed course
Filling is completed and after upper intensity, and the size for installing pile framing releases the interior control line of prefabricated sizing film；(2) first piece is installed
It is formed film: according to first piece of sizing film of covert installation of prefabricated sizing film after positioning on tomography, when installation at bed course and calmly
The bottom of type film is both needed to full paving slurry；(3) timber wedge is fixed temporarily: before mortar is upper slightly, needing to fill in mortar inside and outside sizing film
For being fixed temporarily；(4) install second piece of sizing film: mounting means is the same as first piece of sizing film；(5) its lap is installed；(6) 45 °
Slope foot: 45 ° of mortar slope foots are done at slope foot.
But this construction method, need to set gradually sizing film and mortar slope foot, and when film is formed in setting
It waits, is helped using artificial, it is troublesome in poeration, reduce working efficiency.
Summary of the invention
It is fixed in view of the deficiencies of the prior art, the present invention intends to provide a kind of precast ceramsite concrete cored slab
Type fetal membrane and its construction can not only provide a kind of sizing fetal membrane of high intensity, but also construction is easy to operate, efficiency
It is high.
To achieve the above object, the present invention provides the following technical scheme that
A kind of precast ceramsite concrete cored slab sizing fetal membrane, if including pile platen, being arranged on pile platen lower surface
It is solid determine pitching pile, around be arranged in pile platen upper surface mold plate, be arranged in mold plate bottom end outboard sidewalls and pile framing
Firm platform between plate and it is embedded the firm even block in firm platform, it is remote that the firm even block stretches out firm platform in the horizontal direction
Side from mold plate is stained with membrane waterproofing between the side of the firm platform far from mold plate and pile platen.
By taking above-mentioned technical proposal, pile platen is firmly secured in construction ground by fixed pitching pile, can be with
Guarantee the stability of integral forming fetal membrane, meanwhile, firm platform is supported in the two sides of mold plate, it is ensured that fetal membrane of being formed
Shape stability, self-strength and the support strength for improving sizing fetal membrane are firm even fast then when necromancer backfills, and will be formed
Platform film limits in necromancer layer, meanwhile, membrane waterproofing is it is possible to prevente effectively from asking of being collapsed by water erosion of sizing fetal membrane
Topic, and then sizing fetal membrane of the invention has very high self-strength and support strength.
The further setting of the present invention is, the fixed pitching pile is the cone of pointed end, the fixed pitching pile it is interior
Be provided with along the vertical direction and lead provincialism, be provided on the periphery wall of the fixed pitching pile it is several extend obliquely upward into native through slot,
It is arranged along the vertical direction described in several into native through slot, it is described to be communicated into native through slot with provincialism is led, it is described to be led into native through slot along close
The direction of provincialism is tapered, and the top for leading provincialism is provided with solid provincialism, the periphery wall top setting of the fixed pitching pile
There is the unearthed through slot communicated with solid provincialism, the lower surface of the pile platen is provided with to be provided with admittedly positioned at the surrounding for fixing pitching pile
Fortifield village's plate, the unearthed through slot are located in solid fortifield village's plate.
By taking above-mentioned technical proposal, the fixation pitching pile of cone can not only be more easier to be driven underground, moreover, In
During fixed pitching pile insertion underground, the soil body of underground can be led in provincialism by entering into native through slot, then be entered back into
Gu provincialism, meanwhile, it is tapered into native through slot, is conducive to the soil body and gradually fills up in a down-to-earth manner lead provincialism, and then inside and outside fixed pitching pile
Fixed pitching pile and soil can relatively be integrated by continuous soil, moreover, the extra soil body can be mobile by the through slot that is unearthed
To the inside of solid fortifield village's plate, make the soil body Relative compaction of this part, and then fixed pitching pile inserting in underground can be greatly reinforced
Intensity is connect, the stability of pile platen is improved, increases the self-strength and support strength of sizing fetal membrane.
The further setting of the present invention is that the membrane waterproofing includes that the mortar bonding layer connecting with firm platform and setting exist
Waterproof smooth layer of the mortar bonding layer far from firm platform side.
By taking above-mentioned technical proposal, in the construction process, mortar bonding layer may insure that membrane waterproofing can be bonded
On firm platform, waterproof smooth layer the purpose for playing waterproof simultaneously, membrane waterproofing can be made smoothly to separate with construction tool plate.
The further setting of the present invention is that the firm even block includes being embedded in firm platform and abutting with mold plate steady
Solid plate and firm plate is set far from mold plate one end and horizontal direction stretches out the limited block of firm platform.
By taking above-mentioned technical proposal, limited block is connect with construction tool plate in the construction process, and then makes firm plate
Stability maintenance is supported to mold plate, after setting up firm platform, limited block can be separated with construction tool plate, make the company's of consolidating block can
Steadily to stay on firm platform.
Another object of the present invention is providing a kind of construction of precast ceramsite concrete cored slab sizing fetal membrane, including
Following construction procedure:
S1: according to the size of sizing fetal membrane, prefabricated first sizing coaming plate and the second sizing coaming plate, the first sizing coaming plate are located at second
It is formed in coaming plate, and the distance between the first sizing coaming plate and the second sizing coaming plate are greater than the thickness of mold plate, are then dividing
The positioning runner for firm even block sliding, positioning runner are opened up on the inside of the outside of other first sizing coaming plate and the second sizing coaming plate
Along the vertical direction through the first sizing coaming plate and the second sizing coaming plate, the length of limited block along the vertical direction is not less than positioning runner
Length, the top of limited block is not less than the top of positioning runner, opposite steady on the first sizing coaming plate and the second sizing coaming plate
The opposite end distance of connected block is equal to the thickness of mold plate；
S2: pile platen being laid flat to determining film spot, and taps piling bearing sheet, is made fixed pitching pile insertion underground, is guaranteed pile framing
Plate is horizontal；
S3: the outside of the first sizing coaming plate and the inside of the second sizing coaming plate adhere to membrane waterproofing respectively, then by the first sizing
Coaming plate and the second sizing coaming plate are placed on pile platen, then the pile framing between the first sizing coaming plate and the second sizing coaming plate
One layer of mortar is laid on plate, mortar did not had the bottom end of positioning runner；
S4: firm even block is put into positioning runner, and then mold plate is put between the first sizing coaming plate and the second sizing coaming plate,
One end that block stretches out positioning runner firm even is set to be against the two sides of mold plate；
S5: mortar is poured on the pile platen between the first sizing coaming plate and the second sizing coaming plate, mortar is made not have first to determine
Type coaming plate and the second sizing coaming plate form firm platform, the first sizing are removed from pile platen finally after mortar solidifies completely
Coaming plate and the second sizing coaming plate, firm even block slip away positioning runner, the first sizing coaming plate and the second sizing coaming plate and membrane waterproofing
Separation.
By taking above-mentioned technical proposal, the work progress for fetal membrane of being formed is easy to operate, can be with to mold plate and firm platform
One-pass molding, and the sizing coaming plate of construction tool plate-the first can be used for multiple times with the second sizing coaming plate, reduce and be fabricated to
This；Meanwhile the setting of the positioning runner in S1 step, while providing installation fulcrum for firm even block, convenient for firm even block
With the separation of the first sizing coaming plate and the second sizing coaming plate, it is embedded firm even block steadily in firm platform.
The further setting of the present invention is that the first sizing coaming plate and the second sizing coaming plate in the S1 step are located at positioning
The horizontal direction two sides of sliding slot are provided with anti-mortar infiltration support block, and the anti-mortar infiltration support block is abutted with firm even block.
By taking above-mentioned technical proposal, when avoiding pouring mortar, mortar is flowed into positioning runner, to avoid
Firm even block cannot be separated smoothly with the first sizing coaming plate with the second sizing coaming plate.
The further setting of the present invention is, the membrane waterproofing in the S3 step be adhered to the first sizing coaming plate outside and
The lower surface of the inside of second sizing coaming plate and the first sizing coaming plate and the second sizing coaming plate.
By taking above-mentioned technical proposal, connect the mortar bonding layer of membrane waterproofing with mold plate and pile platen simultaneously
It connects, can then reinforce the connection area of membrane waterproofing Yu shaping platform film, improve the waterproof effect to sizing table top.
The further setting of the present invention is that the first sizing coaming plate and the second sizing coaming plate in the S1 step are slide plate
Or sketch plate.
By taking above-mentioned technical proposal, can according to construction needs, make mold plate respectively with the first sizing coaming plate and the
Mortar of different shapes is formed between two sizing coaming plates and pours chamber, and then can form firm platform of different shapes.
In conclusion the invention has the following advantages:
1. in the shaping tire membrane structure in the present invention, pile platen is firmly secured in construction ground by fixed pitching pile, can
To guarantee the stability of integral forming fetal membrane, meanwhile, firm platform is supported in the two sides of mold plate, it is ensured that sizing fetal membrane
Shape stability, self-strength and the support strength for improving sizing fetal membrane are firm even fast then when necromancer backfills, and will determine
Type platform film limits in necromancer layer, meanwhile, membrane waterproofing is it is possible to prevente effectively from what sizing fetal membrane was collapsed by water erosion
Problem, and then sizing fetal membrane of the invention has very high self-strength and support strength；
2. the present invention is in the work progress to sizing fetal membrane, easy to operate, to mold plate and firm platform can with one-pass molding, and
The sizing coaming plate of construction tool plate-the first can be used for multiple times with the second sizing coaming plate, reduce the production cost；Meanwhile S1 step
In the setting of positioning runner be formed coaming plate convenient for firm even block with first while providing installation fulcrum for firm even block
With the separation of the second sizing coaming plate, it is embedded firm even block steadily in firm platform.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the cross-sectional view to embody structure of the invention.
Fig. 3 is to embody the cross-sectional view for fixing pitching pile structure in the present invention.
Fig. 4 is the enlarged drawing in Fig. 2 at A.
Fig. 5 is the schematic diagram of constructing structure of the present invention.
Fig. 6 is the cross-sectional view to embody constructing structure of the present invention.
Fig. 7 is the enlarged drawing in Fig. 6 at B.
Fig. 8 is the enlarged drawing in Fig. 5 at C.
Appended drawing reference: 1, pile platen；2, fixed pitching pile；3, mold plate；4, platform is consolidated；5, the company's of consolidating block；6, waterproof membrane
Layer；7, provincialism is led；8, into native through slot；9, solid provincialism；10, be unearthed through slot；11, solid fortifield village's plate；12, waterproof smooth layer；13, sand
Starch adhesive layer；14, limited block；15, plate is consolidated；16, the first sizing coaming plate；17, the second sizing coaming plate；18, positioning runner；19,
Anti- mortar permeates support block；20, support rod.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
The invention discloses a kind of precast ceramsite concrete cored slab sizing fetal membranes, as depicted in figs. 1 and 2, including pile platen
1, several fixed pitching piles 2 for being arranged on 1 lower surface of pile platen, around be arranged in 1 upper surface of pile platen mold plate 3,
The firm company that firm platform 4 between 3 bottom end outboard sidewalls of mold plate and pile platen 1 is set and is embedded in firm platform 4
Block 5, firm even block 5 stretch out firm side of the platform 4 far from mold plate 3 in the horizontal direction, consolidate side of the platform 4 far from mold plate 3
Membrane waterproofing 6 is stained between pile platen 1, it is trapezoid platform with a right ang that the firm platform 4 in the present invention, which is bottom end, and top is rectangle
Platform, mold plate 3 are 4 slide plates.
As shown in figure 3, in order to reinforce fixed stability of the pitching pile 2 in ground, in the present invention, fixed pitching pile 2 be tip to
Under cone, interior be provided with along the vertical direction of fixed pitching pile 2 lead provincialism 7, be provided on the periphery wall of fixed pitching pile 2 several
Extend obliquely upward into native through slot 8, it is several to be arranged along the vertical direction into native through slot 8, communicated into native through slot 8 with provincialism 7 is led, into soil
Through slot 8 is tapered along close to the direction for leading provincialism 7, and the top for leading provincialism 7 is provided with solid provincialism 9, the periphery wall of fixed pitching pile 2
Top is provided with the unearthed through slot 10 communicated with solid provincialism 9, and the lower surface of pile platen 1, which is provided with, is located at the four of fixed pitching pile 2
It is provided with solid fortifield village's plate 11 week, the through slot 10 that is unearthed is located in solid fortifield village's plate 11；The process of underground is inserted into fixed pitching pile 2
In, the soil body of underground is led in provincialism 7 by entering into native through slot 8, then enters back into solid provincialism 9, is fixed continuous inside and outside pitching pile 2
Soil relatively fixed pitching pile 2 and soil can be integrated, meanwhile, the extra soil body can be moved to by the through slot 10 that is unearthed
Gu the inside of fortifield village's plate 11, makes the soil body Relative compaction of this part, and then can greatly reinforce fixed pitching pile 2 inserting in underground
Connect intensity.
As depicted in figs. 1 and 2, the company's of consolidating block 5 includes being embedded the firm plate 15 abutted in firm platform 4 and with mold plate 3
Limited block 14 of the plate 15 far from 3 one end of mold plate and the firm platform 4 of horizontal direction stretching is consolidated with being arranged in；, limited block 14 applying
It is connect during work with construction tool plate, and then firm plate 15 is made to be supported stability maintenance to mold plate 3, setting up firm platform 4
Afterwards, limited block 14 can be separated with construction tool plate, stay in firm even block 5 steadily on firm platform 4.
As shown in Figure 2 and Figure 4, for the ease of construction, while meeting the waterproof performance of sizing fetal membrane, in the present invention, waterproof
Film layer 6 includes the mortar bonding layer 13 connecting with firm platform 4 and mortar bonding layer 13 is arranged in far from the waterproof for consolidating 4 side of platform
Smooth layer 12, wherein mortar bonding layer 13 is glass layer, and waterproof smooth layer 12 is dimethyl silicone polymer layer.
Embodiment two:
A kind of construction of precast ceramsite concrete cored slab sizing fetal membrane, as shown in Fig. 5, Fig. 6, Fig. 7 and Fig. 8, including with
Lower construction procedure:
The shape of platform 4 is consolidated according to embodiments of the present invention one, the top of construction tool plate of the invention is vertical plate, and bottom end is
Hang plate.
S1: according to the size of sizing fetal membrane, the sizing coaming plate 16 of prefabricated construction working plate-the first and the second sizing coaming plate 17,
First sizing coaming plate 16 be located at second sizing coaming plate 17 in, and first sizing coaming plate 16 and second sizing coaming plate 17 between away from
From the thickness for being greater than mold plate 3；
Then in the top vertical plate of the outside of the top vertical plate of the first sizing coaming plate 16 and the second sizing coaming plate 17 respectively
Inside is run through along the vertical direction to be opened up for the firm positioning runner 18 that even block 5 slides, meanwhile, make limit used in embodiment one
The top of block 14 is flushed with the top of positioning runner 18；
Simultaneously because the bottom end inclination of the first sizing coaming plate 16 and the second sizing coaming plate 17, cannot communicate with positioning runner 18, because
This, the present invention has been extended support rod 20, and the first sizing coaming plate 16 and the second sizing coaming plate in the bottom end of limited block 14
The opposite end distance of opposite firm even block 5 is equal to the thickness of mold plate 3 on 17；
S2: selection construction site needs to set up the position of cushion cap, ground beam, foundation pit, then lays flat pile platen 1 to determining film spot,
And piling bearing sheet 1 is tapped, so that fixed pitching pile 2 is inserted into underground, guarantees that pile platen 1 is horizontal；
S3: the inside and the first sizing coaming plate 16 and second of the outside of the first sizing coaming plate 16 and the second sizing coaming plate 17 respectively
The lower surface of sizing coaming plate 17 adheres to membrane waterproofing 6, and mortar bonding layer 13 is far from the first sizing coaming plate 16 and the second sizing coaming plate
17 settings, first sizing coaming plate 16 of the fitting of waterproof smooth layer 12 and the second sizing coaming plate 17 are arranged；
Then the first sizing coaming plate 16 and the second sizing coaming plate 17 are placed on pile platen 1, then in the first sizing coaming plate
16 and the second pile platen 1 between sizing coaming plate 17 on be laid with one layer of mortar, mortar do not had the bottom end of positioning runner 18；
S4: limited block 14 is put into positioning runner 18, and mold plate 3 is then put into the first sizing coaming plate 16 and the second sizing is enclosed
Between plate 17, and the support rod 20 for keeping 14 bottom end of limited block extended is against on bedding mortar, makes the firm plate in firm even block 5
One end of 15 stretching positioning runners 18 is against the two sides of mold plate 3；
S5: mortar is poured on the pile platen 1 between the first sizing coaming plate 16 and the second sizing coaming plate 17, makes the top liquid of mortar
Face is flushed with the first sizing coaming plate 16 and the second sizing coaming plate 17, finally after mortar solidifies completely, forms firm platform 4, tip-tap
First sizing coaming plate 16 and the second sizing coaming plate 17 separate the first sizing coaming plate 16 and the second sizing coaming plate 17 with firm platform 4,
Remove the first sizing coaming plate 16 and the second sizing coaming plate 17 from pile platen 1, firm even block 5 slips away positioning runner 18, and first
Sizing coaming plate 16 and the second sizing coaming plate 17 are separated with membrane waterproofing 6.
Necromancer backfill is finally carried out, in backfilling process, limited block 14 is inserted into back fill course due to stretching out firm platform 4
It is interior.
Wherein:
In order to avoid mortar enters in positioning runner 18, the first sizing coaming plate 16 and the second sizing in S1 step of the present invention enclose
The horizontal direction two sides that plate 17 is located at positioning runner 18 are provided with anti-mortar infiltration support block 19, and anti-mortar permeates support block 19 and consolidates
Even block 5 abuts.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (8)
- The fetal membrane 1. a kind of precast ceramsite concrete cored slab is formed, it is characterised in that: including pile platen (1), be arranged in pile Several fixed pitching piles (2) on platen (1) lower surface, the mold plate (3) around setting in pile platen (1) upper surface, setting It firm platform (4) between mold plate (3) bottom end outboard sidewalls and pile platen (1) and is embedded steady in firm platform (4) It is connected block (5), firm even block (5) stretch out the side of firm platform (4) far from mold plate (3) in the horizontal direction, described firm Membrane waterproofing (6) are stained between the side and pile platen (1) of platform (4) separate mold plate (3).
- The fetal membrane 2. a kind of precast ceramsite concrete cored slab according to claim 1 is formed, it is characterised in that: the fixation Pitching pile (2) is the cone of pointed end, and interior be provided with along the vertical direction of the fixed pitching pile (2) is led provincialism (7), described solid Determine to be provided on the periphery wall of pitching pile (2) it is several extend obliquely upward into native through slot (8), it is several it is described into native through slot (8) along perpendicular Histogram is described to communicate into native through slot (8) with provincialism (7) is led to arrangement, it is described into native through slot (8) along close to the side for leading provincialism (7) To being tapered, the top for leading provincialism (7) is provided with solid provincialism (9), the periphery wall top setting of the fixed pitching pile (2) There is the unearthed through slot (10) communicated with solid provincialism (9), the lower surface of the pile platen (1), which is provided with, is located at fixed pitching pile (2) Surrounding be provided with solid fortifield village's plate (11), the unearthed through slot (10) is located in solid fortifield village's plate (11).
- The fetal membrane 3. a kind of precast ceramsite concrete cored slab according to claim 1 is formed, it is characterised in that: the waterproof Film layer (6) includes that the mortar bonding layer (13) connecting with firm platform (4) and setting are separate firm platform (4) in mortar bonding layer (13) The waterproof smooth layer (12) of side.
- The fetal membrane 4. a kind of precast ceramsite concrete cored slab according to claim 1 is formed, it is characterised in that: described firm Even block (5) include being embedded the firm plate (15) abutted in firm platform (4) and with mold plate (3) and being arranged remote in firm plate (15) From mold plate (3) one end and horizontal direction stretches out the limited block (14) of firm platform (4).
- 5. a kind of construction of precast ceramsite concrete cored slab sizing fetal membrane, feature described in -4 according to claim 1 It is to include following construction procedure:S1: according to the size of sizing fetal membrane, prefabricated first sizing coaming plate (16) and the second sizing coaming plate (17), the first sizing coaming plate (16) it is located in the second sizing coaming plate (17), and the distance between the first sizing coaming plate (16) and the second sizing coaming plate (17) are big Thickness in mold plate (3), then respectively in the inside in the outside of the first sizing coaming plate (16) and the second sizing coaming plate (17) The positioning runner (18) for firm even block (5) sliding is opened up, positioning runner (18) is along the vertical direction through the first sizing coaming plate (16) and the second sizing coaming plate (17), the length of limited block (14) along the vertical direction are not less than the length of positioning runner (18), limit The top of position block (14) is not less than the top of positioning runner (18), phase in the first sizing coaming plate (16) and the second sizing coaming plate (17) Pair it is firm even block (5) opposite end distance be equal to mold plate (3) thickness；S2: pile platen (1) is laid flat to determining film spot, and taps piling bearing sheet (1), is made fixed pitching pile (2) insertion underground, is protected It is horizontal to demonstrate,prove pile platen (1)；S3: the outside of the first sizing coaming plate (16) and the inside of the second sizing coaming plate (17) adhere to membrane waterproofing (6) respectively, then First sizing coaming plate (16) and the second sizing coaming plate (17) are placed on pile platen (1), then in the first sizing coaming plate (16) it is laid with one layer of mortar on the pile platen (1) between the second sizing coaming plate (17), mortar did not had positioning runner (18) Bottom end；S4: firm even block (5) are put into positioning runner (18), then by mold plate (3) be put into the first sizing coaming plate (16) and Between second sizing coaming plate (17), one end that block (5) stretch out positioning runner (18) firm even is against the two sides of mold plate (3)；S5: mortar is poured on the pile platen (1) between the first sizing coaming plate (16) and the second sizing coaming plate (17), makes mortar not The first sizing coaming plate (16) and the second sizing coaming plate (17) are not crossed, finally after mortar solidifies completely, forms firm platform (4), so The first sizing coaming plate (16) and the second sizing coaming plate (17) are removed from pile platen (1) afterwards, firm even block (5), which slip away, positions cunning Slot (18), the first sizing coaming plate (16) and the second sizing coaming plate (17) are separated with membrane waterproofing (6).
- 6. a kind of construction of precast ceramsite concrete cored slab sizing fetal membrane according to claim 5, feature exist In: the first sizing coaming plate (16) and the second sizing coaming plate (17) in the S1 step are located at the horizontal direction of positioning runner (18) Two sides are provided with anti-mortar infiltration support block (19), and anti-mortar infiltration support block (19) abuts with firm even block (5).
- 7. a kind of construction of precast ceramsite concrete cored slab sizing fetal membrane according to claim 5, feature exist In: the membrane waterproofing (6) in the S3 step is adhered to the outside of the first sizing coaming plate (16) and second and is formed coaming plate (17) Inside and the lower surface of the first sizing coaming plate (16) and the second sizing coaming plate (17).
- 8. a kind of construction of precast ceramsite concrete cored slab sizing fetal membrane according to claim 5, feature exist In: the first sizing coaming plate (16) and the second sizing coaming plate (17) in the S1 step they are slide plate or sketch plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910678321.XA CN110424439B (en) | 2019-07-25 | 2019-07-25 | Prefabricated ceramsite concrete hollow slab shaping tire membrane and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910678321.XA CN110424439B (en) | 2019-07-25 | 2019-07-25 | Prefabricated ceramsite concrete hollow slab shaping tire membrane and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110424439A true CN110424439A (en) | 2019-11-08 |
| CN110424439B CN110424439B (en) | 2020-12-01 |
Family
ID=68410796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910678321.XA Active CN110424439B (en) | 2019-07-25 | 2019-07-25 | Prefabricated ceramsite concrete hollow slab shaping tire membrane and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110424439B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115369903A (en) * | 2022-09-23 | 2022-11-22 | 陕西建工第六建设集团有限公司 | Construction method of ceramsite plate foundation waterproof tire membrane |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202450539U (en) * | 2011-12-27 | 2012-09-26 | 董田野 | Cement prefabricated tyre template |
| CN102888862A (en) * | 2012-09-06 | 2013-01-23 | 中国华冶科工集团有限公司 | Construction method of waterproof composite layer of lower counter member |
| CN206174444U (en) * | 2016-11-14 | 2017-05-17 | 钟杰 | Porous prefabricated profiled child mould |
| CN106863581A (en) * | 2017-02-28 | 2017-06-20 | 中国五冶集团有限公司 | A kind of production technology of the round table-like absolute altitude concrete block for floor |
| CN108442389A (en) * | 2018-03-05 | 2018-08-24 | 江苏南通三建集团股份有限公司 | The quick construction technology of foundation construction component loose tool |
| CN109281468A (en) * | 2017-07-19 | 2019-01-29 | 程成 | One kind can assembled concrete blinding component |
| CN109440804A (en) * | 2018-12-28 | 2019-03-08 | 上海建工七建集团有限公司 | A kind of cushion cap template system and construction method |
| CN109736567A (en) * | 2019-01-28 | 2019-05-10 | 重庆交通大学 | A kind of civil engineering connection frame easy to disassemble |
-
2019
- 2019-07-25 CN CN201910678321.XA patent/CN110424439B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202450539U (en) * | 2011-12-27 | 2012-09-26 | 董田野 | Cement prefabricated tyre template |
| CN102888862A (en) * | 2012-09-06 | 2013-01-23 | 中国华冶科工集团有限公司 | Construction method of waterproof composite layer of lower counter member |
| CN206174444U (en) * | 2016-11-14 | 2017-05-17 | 钟杰 | Porous prefabricated profiled child mould |
| CN106863581A (en) * | 2017-02-28 | 2017-06-20 | 中国五冶集团有限公司 | A kind of production technology of the round table-like absolute altitude concrete block for floor |
| CN109281468A (en) * | 2017-07-19 | 2019-01-29 | 程成 | One kind can assembled concrete blinding component |
| CN108442389A (en) * | 2018-03-05 | 2018-08-24 | 江苏南通三建集团股份有限公司 | The quick construction technology of foundation construction component loose tool |
| CN109440804A (en) * | 2018-12-28 | 2019-03-08 | 上海建工七建集团有限公司 | A kind of cushion cap template system and construction method |
| CN109736567A (en) * | 2019-01-28 | 2019-05-10 | 重庆交通大学 | A kind of civil engineering connection frame easy to disassemble |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115369903A (en) * | 2022-09-23 | 2022-11-22 | 陕西建工第六建设集团有限公司 | Construction method of ceramsite plate foundation waterproof tire membrane |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110424439B (en) | 2020-12-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104213565B (en) | A kind of formwork system that is applicable to large-scale deep trouth hole sty bed course and formwork thereof water smashes construction method | |
| CN102758451B (en) | Concrete cable channel construction process | |
| CN102587416B (en) | Construction method of basement attached lane structure | |
| CN206298900U (en) | A kind of diaphram wall built-in type steel encloses purlin plug system | |
| CN102653945A (en) | Foundation reinforcing and replacing structure and construction method thereof | |
| CN110056000B (en) | Construction method and structure of counter weight type retaining wall | |
| CN106988339B (en) | Sandy gravel stratum piping lane construction technology | |
| CN215106098U (en) | Prefabricated post connection structure | |
| CN202466623U (en) | Basement attached lane structure | |
| CN110424439A (en) | A kind of precast ceramsite concrete cored slab sizing fetal membrane and its construction | |
| CN110409600A (en) | Unit-combination type cesspool construction method | |
| CN103122642A (en) | Construction method of vertical post support change | |
| CN113374243A (en) | Integrated pouring house building construction process | |
| CN108222656A (en) | The construction method of Prefabricated enclosure wall | |
| CN106917396B (en) | A kind of taper foundation reinforcement method | |
| CN205637707U (en) | Swimming pool | |
| CN105133630A (en) | Prefabricated part for constructing foundation forming molds | |
| CN206000021U (en) | Attachment structure at concrete frame structure prefabricated post and beam slab node | |
| CN208748676U (en) | Tower crane foundation structure arranged below foundation structure bottom plate | |
| CN204662480U (en) | The permanent embed-type elastic bottom template structure of a kind of grade beam | |
| CN207775870U (en) | Waterproof root key applied to steel wall root key combination stake | |
| CN108943327B (en) | Prefabricated toilet caisson production method, prefabricated toilet caisson and prefabricated toilet | |
| CN106368128A (en) | Construction method of complete sand bottom form of molding flasks combination for supporting hanging side of 10,000 tons turning arc bridge abutment | |
| CN206815279U (en) | A kind of assembled high-rise pile cap revetment structure | |
| CN110512642A (en) | Soft clay area drainage pipeline concrete pack punching block board construction 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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |