CN108544642A - A kind of cross saddle mold and cross saddle - Google Patents
A kind of cross saddle mold and cross saddle Download PDFInfo
- Publication number
- CN108544642A CN108544642A CN201810530460.3A CN201810530460A CN108544642A CN 108544642 A CN108544642 A CN 108544642A CN 201810530460 A CN201810530460 A CN 201810530460A CN 108544642 A CN108544642 A CN 108544642A
- Authority
- CN
- China
- Prior art keywords
- cross saddle
- die ontology
- floor
- cross
- saddle mold
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000011241 protective layer Substances 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 241000237509 Patinopecten sp. Species 0.000 claims description 12
- 235000020637 scallop Nutrition 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000004743 Polypropylene Substances 0.000 claims description 4
- 229920001155 polypropylene Polymers 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 210000002435 tendon Anatomy 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 description 12
- 238000005516 engineering process Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000002283 diesel fuel Substances 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 239000010773 plant oil Substances 0.000 description 1
- 239000010913 used oil Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/34—Moulds, cores, or mandrels of special material, e.g. destructible materials
- B28B7/348—Moulds, cores, or mandrels of special material, e.g. destructible materials of plastic material or rubber
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of cross saddle mold, including columned die ontology, the left and right side of the die ontology upper end is equipped with transverse holes, and transverse steel is connected between the transverse holes of the left and right side；The front and rear of the die ontology is equipped with longitudinal hole, and longitudinal reinforcement is connected between the transverse holes of the front and rear.The present invention solves the problems, such as not ensureing ed crack of cast-in-place concrete slab tendon protective layer thickness, slab thickness and flatness at the construction field (site), fundamentally ensure that the construction quality of cast-in-place concrete floor；Prevent quality problems, saves construction cost.
Description
Technical field
The present invention relates to floor slab construction technical fields, it particularly relates to a kind of cross saddle mold and cross saddle.
Background technology
Currently, construction site cast-in-place concrete floor generally uses mortar pad, marble cushion block and building material market
Internal formed block, split heads for being sold etc..Worker in assembling reinforcement and cast-in-situ floor work progress, plate muscle often because cushion block damage,
Moving down caused by concrete impact force when worker tramples and pours, it is more than to allow to cause plate muscle protective layer super thick or thickness low LCL
Deviation；Traditional mode can not also ensure slab thickness and flatness in site operation；Floor slab construction quality is influenced, quality is caused
Problem and economic loss.
Invention content
For above-mentioned technical problem in the related technology, a kind of cross saddle mold of present invention proposition and cross saddle, energy
Enough overcome the above-mentioned deficiency of the prior art.
To realize the above-mentioned technical purpose, the technical proposal of the invention is realized in this way：
The left and right side of a kind of cross saddle mold, including columned die ontology, the die ontology upper end is equipped with cross
Xiang Kong is connected with transverse steel between the transverse holes of the left and right side；The front and rear of the die ontology is equipped with vertical
Xiang Kong is connected with longitudinal reinforcement between the transverse holes of the front and rear.
Further, the material of the die ontology is atactic copolymerized polypropene.
Preferably, the transverse holes include the rectangular opening one positioned at the die ontology upper end, the rectangular opening one
Lower end is connected with scallop hole one.
Preferably, the longitudinal hole includes the rectangular opening two positioned at the die ontology upper end, the rectangular opening two
Lower end is connected with scallop hole two.
Preferably, the height of the die ontology is the half of slab thickness.
Preferably, the die ontology upper end to the height between one lower end of scallop hole is floor upper lateral reinforcing bar nominal
The sum of diameter and floor bar protective layer thickness.
Preferably, the die ontology upper end to the height between two lower end of scallop hole is floor upper lateral reinforcing bar nominal
The sum of diameter, floor bar protective layer thickness and floor top longitudinal reinforcement engineering diameter.
The application also provides a kind of cross saddle, described to be made up of cross saddle mold, the cross saddle be by
Made of pea gravel concreten.
Beneficial effects of the present invention：The present invention solve can not ensure at the construction field (site) ed crack of cast-in-place concrete slab muscle protect
The problem of layer thickness, slab thickness and flatness, fundamentally ensure that the construction quality of cast-in-place concrete floor；Prevent quality
Problem saves construction cost.
Description of the drawings
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the present invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is a kind of plan view of the cross saddle mold described according to embodiments of the present invention；
Fig. 2 is a kind of sectional view of the cross saddle mold described according to embodiments of the present invention；
Fig. 3 is a kind of side view of the cross saddle mold described according to embodiments of the present invention；
In figure：1, die ontology；2, transverse holes；3, longitudinal hole；21, rectangular opening one；22, scallop hole one；31, rectangular opening two；32、
Scallop hole two.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained belong to what the present invention protected
Range.
As shown in Figs. 1-3, a kind of cross saddle mold according to embodiments of the present invention, including columned mold sheet
The left and right side of body 1,1 upper end of the die ontology is equipped with transverse holes 2, is connected between the transverse holes 2 of the left and right side
There is transverse steel；The front and rear of the die ontology is equipped with longitudinal hole 3, connects between the longitudinal hole 3 of the front and rear
It is connected to longitudinal reinforcement.
In one embodiment, the material of the die ontology 1 is atactic copolymerized polypropene.
In one embodiment, the transverse holes 2 include the rectangular opening 1 positioned at 1 upper end of the die ontology,
The lower end of the rectangular opening 1 is connected with scallop hole 1.
In one embodiment, the longitudinal hole 3 includes the rectangular opening 2 31 positioned at 1 upper end of the die ontology,
The lower end of the rectangular opening 2 31 is connected with scallop hole 2 32.
In one embodiment, the height of the die ontology 1 is the half of slab thickness.
In one embodiment, 1 upper end of the die ontology to the height between one 22 lower end of scallop hole is on floor
The sum of portion's transverse steel nominal diameter and floor bar protective layer thickness.
In one embodiment, 1 upper end of the die ontology to the height between 2 32 lower end of scallop hole is on floor
The sum of portion's transverse steel nominal diameter, floor bar protective layer thickness and floor top longitudinal reinforcement engineering diameter.
In addition the present invention also provides a kind of cross saddles, described to be made up of cross saddle mold, the cross saddle
It is made of pea gravel concreten.
The process that floor concrete casting is carried out furthermore with cross saddle includes prefabricated cross saddle mold, utilizes microlith
Concreting, form removal obtain the use of cross saddle and scene, and detailed process is as follows：
1, it is calculated by the distribution form of live slab thickness, protective layer thickness and plate muscle, prefabricated profiled cross saddle
Mold, after batch mold is made（Single vibrates >=20）, with smearing mould oil inside hairbrush（Used oil, diesel oil, plant
Oil）；
2, it is inlayed to mold using the reinforcing bar cross of nominal diameter identical as plate muscle.Single batch of mold is taken to be placed on flat smooth
Plank sheathing or steel plate on it is fixed, with the pea gravel concreten more than or equal to floorslab concrete label（Using 5mm-15mm rubbles）It pours
Mould inside is built, the platform that vibrates is placed and vibrates, wherein reinforcing bar cross includes longitudinal reinforcement and transverse steel；
3, it after cross saddle reaches form removal requirement, is demoulded, mold is cleared up after demoulding in case being used for multiple times；
4, when molded cross saddle intensity >=70%, you can be used for construction site（1-3 cross is preferably selected to drag per square meter
Tool）；
5, it when floor carries out concreting, using cross saddle as object of reference, need to pour to cross saddle top same horizontal line
It can guarantee slab thickness, flatness and protective layer thickness.
In addition, if construction drawing is double two-way with equidistant floor muscle, the plate thickness of H=1/2, inside diameter should be selected
（100mm-150mm）Mold, be formed by two pieces of negative directions of cross saddle and overlap and place.If construction drawing be it is single two-way or
Not when equidistant double two-way floor muscle, H=plate thickness, inside diameter should be selected（60mm-100mm）Mold, be formed by ten
Word saddle should be positioned over the crosspoint of single two-way button muscle and distributing reinforcement or not equidistant double two-way plate muscle crosspoint
（It need to select and avoid lower floor plate muscle and meet the cross saddle mold internal diameter for being suitble to cross saddle to place）.
In order to facilitate understand the present invention above-mentioned technical proposal, below by way of in specifically used mode to the present invention it is above-mentioned
Technical solution is described in detail.
A kind of cross saddle mold according to the present invention, including die ontology and the longitudinal reinforcement on top and lateral steel
Muscle, die ontology use atactic copolymerized polypropene, and form removal of vibrating after pea gravel concreten is poured into die ontology and can be obtained ten
Word saddle.
In conclusion the present invention uses this cross saddle, internal formed block that also alternative building material market is sold, horse
Stool etc., can be in batches prefabricated in advance, and the construction period is greatly saved, reduces construction cost, has significant economic benefit；In addition
The cross saddle mold of the present invention, can be adjusted flexibly according to on-site actual situations, control plate muscle protective layer thickness, slab thickness
And flatness, it ensure that the construction quality of floor, there is significantly social benefit.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
With within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention god.
Claims (8)
1. a kind of cross saddle mold, which is characterized in that including columned die ontology（1）, the die ontology（1）Upper end
Left and right side be equipped with transverse holes（2）, the transverse holes of the left and right side（2）Between be connected with transverse steel；The mould
The front and rear for having ontology is equipped with longitudinal hole（3）, the longitudinal hole of the front and rear（3）Between be connected with longitudinal reinforcement.
2. a kind of cross saddle mold according to claim 1, which is characterized in that the die ontology（1）Material
For atactic copolymerized polypropene.
3. a kind of cross saddle mold according to claim 2, which is characterized in that the transverse holes（2）Including being located at
The die ontology（1）The rectangular opening one of upper end（21）, the rectangular opening one（21）Lower end be connected with scallop hole one（22）.
4. a kind of cross saddle mold according to claim 3, which is characterized in that the longitudinal hole（3）Including being located at
The die ontology（1）The rectangular opening two of upper end（31）, the rectangular opening two（31）Lower end be connected with scallop hole two（32）.
5. a kind of cross saddle mold according to claim 4, which is characterized in that the die ontology（1）Height be
The half of slab thickness.
6. a kind of cross saddle mold according to claim 5, which is characterized in that the die ontology（1）It extremely fans upper end
Shape hole one（22）Height between lower end is the sum of floor upper lateral reinforcing bar nominal diameter and floor bar protective layer thickness.
7. a kind of cross saddle mold according to claim 6, which is characterized in that the die ontology（1）It extremely fans upper end
Shape hole two（32）Height between lower end is on floor upper lateral reinforcing bar nominal diameter, floor bar protective layer thickness and floor
The sum of portion's longitudinal reinforcement engineering diameter.
8. cross saddle made of a kind of a kind of cross saddle mold as described in as any such as claim 1-7, feature exist
In the cross saddle is made of pea gravel concreten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810530460.3A CN108544642A (en) | 2018-05-29 | 2018-05-29 | A kind of cross saddle mold and cross saddle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810530460.3A CN108544642A (en) | 2018-05-29 | 2018-05-29 | A kind of cross saddle mold and cross saddle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108544642A true CN108544642A (en) | 2018-09-18 |
Family
ID=63511515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810530460.3A Pending CN108544642A (en) | 2018-05-29 | 2018-05-29 | A kind of cross saddle mold and cross saddle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108544642A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201172916Y (en) * | 2008-04-07 | 2008-12-31 | 贺绍勤 | Reinforcement trough split head of concrete products for reinforced concrete slab |
| CN102296811A (en) * | 2011-06-15 | 2011-12-28 | 天颂建设集团有限公司 | Cushion block for fixing concrete flanged side mold |
| CN103291001A (en) * | 2013-06-04 | 2013-09-11 | 中建四局第三建筑工程有限公司 | Method for controlling thickness of protection layer on surface of floor slab reinforcing mesh and mould used in method |
| CN203296377U (en) * | 2013-06-04 | 2013-11-20 | 中建四局第三建筑工程有限公司 | Forming concrete mold |
| US20140260038A1 (en) * | 2013-03-14 | 2014-09-18 | Mark Jeffery Giarritta | Modular Construction System |
| CN206646811U (en) * | 2017-03-31 | 2017-11-17 | 安徽筑诚环保节能新型建材有限责任公司 | A kind of building precast pad mould |
| US20180010337A1 (en) * | 2013-03-14 | 2018-01-11 | Mark J. Giarritta | Concrete module with reinforcing sheet shaped to provide anchors |
| CN208323721U (en) * | 2018-05-29 | 2019-01-04 | 中铁十六局集团城市建设发展有限公司 | A kind of cross saddle mold and cross saddle |
-
2018
- 2018-05-29 CN CN201810530460.3A patent/CN108544642A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201172916Y (en) * | 2008-04-07 | 2008-12-31 | 贺绍勤 | Reinforcement trough split head of concrete products for reinforced concrete slab |
| CN102296811A (en) * | 2011-06-15 | 2011-12-28 | 天颂建设集团有限公司 | Cushion block for fixing concrete flanged side mold |
| US20140260038A1 (en) * | 2013-03-14 | 2014-09-18 | Mark Jeffery Giarritta | Modular Construction System |
| US20180010337A1 (en) * | 2013-03-14 | 2018-01-11 | Mark J. Giarritta | Concrete module with reinforcing sheet shaped to provide anchors |
| CN103291001A (en) * | 2013-06-04 | 2013-09-11 | 中建四局第三建筑工程有限公司 | Method for controlling thickness of protection layer on surface of floor slab reinforcing mesh and mould used in method |
| CN203296377U (en) * | 2013-06-04 | 2013-11-20 | 中建四局第三建筑工程有限公司 | Forming concrete mold |
| CN206646811U (en) * | 2017-03-31 | 2017-11-17 | 安徽筑诚环保节能新型建材有限责任公司 | A kind of building precast pad mould |
| CN208323721U (en) * | 2018-05-29 | 2019-01-04 | 中铁十六局集团城市建设发展有限公司 | A kind of cross saddle mold and cross saddle |
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