CN201535068U - Insulation plate and steel moulding plate fixing equipment in integrated system of concrete cast-in-place template - Google Patents
Insulation plate and steel moulding plate fixing equipment in integrated system of concrete cast-in-place template Download PDFInfo
- Publication number
- CN201535068U CN201535068U CN2009201729780U CN200920172978U CN201535068U CN 201535068 U CN201535068 U CN 201535068U CN 2009201729780 U CN2009201729780 U CN 2009201729780U CN 200920172978 U CN200920172978 U CN 200920172978U CN 201535068 U CN201535068 U CN 201535068U
- Authority
- CN
- China
- Prior art keywords
- plate
- warming plate
- integrated system
- steel form
- concrete cast
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 238000009413 insulation Methods 0.000 title abstract description 8
- 238000000465 moulding Methods 0.000 title abstract 8
- 238000010079 rubber tapping Methods 0.000 claims abstract description 10
- 238000010792 warming Methods 0.000 claims description 55
- 238000011065 in-situ storage Methods 0.000 claims description 17
- 239000002184 metal Substances 0.000 claims description 10
- 229910052751 metal Inorganic materials 0.000 claims description 10
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 238000004804 winding Methods 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract 2
- 238000005266 casting Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 5
- 229910052742 iron Inorganic materials 0.000 description 4
- 150000002739 metals Chemical class 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to reinforcement equipment used in the building construction process, in particular to insulation plate and steel moulding plate fixing equipment in the integrated system of a concrete cast-in-place template. The fixing equipment comprises an outer steel moulding plate, an insulation plate and an inner steel moulding plate which are arranged and spliced in a close fit manner through a supporting device according to the design requirements of cast-in-place concrete wall body, wherein a concrete casting space is formed between the insulation plate and the inner steel moulding plate; the outer steel moulding plate, the insulation plate and the inner steel moulding plate are positioned and tightly supported through a split bolt; a dedicated fastening piece is arranged between the insulation plate and the outer steel moulding plate; the dedicated fastening piece adopts a self-tapping screw; the split bolt comprises a split bolt rod and a wall bushing; and a positioning baffle is arranged between the wall bushing and the insulation plate. The utility model has the advantages of simple and convenient operation, time and labor conservation, construction cost economization and good fixation effect; the dedicated reinforcement equipment has low manufacturing cost and can be used repeatedly; and not only is the construction process accelerated, but also the thickness and perpendicularity of the wall body are ensured, thereby guaranteeing the construction quality.
Description
Technical field
The utility model relates to ruggedized equipment in the building construction process, relates in particular to the fixed equipment of warming plate and steel form in a kind of concrete cast-in-situ template integrated system.
Background technology
In the construction of energy saving building warming plate in-situ concrete wall, exist several construction qualities that have a strong impact on, but fail the problem that effectively solved always.First warming plate and outer steel mould plate can not firmly join, and in work progress, especially warming plate is moved because impact easily when fluid concrete.It two is that warming plate and outer steel mould plate can not well be close to, and always has certain slit, and when fluid concrete was gone into mould, concrete had not only injected die cavity, also injects the slit of warming plate and outer steel mould plate easily, thereby makes the concrete wall section deformation.It three is to carry out inside and outside steel form die cavity when reinforcing when split bolt, the cross section cun be difficult to control to the greatest extent, thereby cause thickness of wall body and verticality overshoot standard, and then the safety and the energy-saving effect of influence building.
The patent No. is an application number 200810063805.5,200720116807.7 the related art scheme of putting down in writing in 200720116279.5 the patent application document attempts to address the above problem from different angles, though certain effect is arranged, also has several distinct issues.The equipment complexity that these technical schemes of the first are adopted, the cost height, and can not reuse, thereby strengthened building costs, cause waste.It two is complicated operations in the work progress, and consumption power is time-consuming.It three is that the effect that addresses the above problem is undesirable.
Summary of the invention
In order to solve the deficiencies in the prior art, the utility model provides a kind of effectively fixedly warming plate and steel form, and simple to operate, with low cost, the fixed equipment of warming plate and steel form in the obvious results concrete cast-in-situ template integrated system.
For realizing above-mentioned utility model purpose, the technical scheme that the utility model adopted is: the fixed equipment of warming plate and steel form in the concrete cast-in-situ template integrated system, comprise according to the in-situ concrete wall designing requirement, arrange by suspension device, the outer steel mould plate of splicing, warming plate and interior steel form, described outer steel mould plate, warming plate is close to setting, form the concrete pouring space between warming plate and the interior steel form, described outer steel mould plate, locate by split bolt between warming plate and the interior steel form, stretching, be provided with special fastener between warming plate and outer steel mould plate, described special fastener is a self-tapping screw.
Described self-tapping screw comprises that spiral shell emits, and described spiral shell emits winding device is set.
Described winding device is the screw edge of a knife or screws bar.
Described split bolt comprises split bolt bar, wall bushing, is provided with positioning baffle between described wall bushing and the described warming plate.
Described positioning baffle middle part is provided with and can holds the through hole that the split bolt bar passes, and described through-hole diameter is less than the external diameter of wall bushing.
The one side that described positioning baffle contacts with described warming plate is provided with the baffle plate handgrip.
Described special fastener is rigid plastics or metal special fastener.
Described positioning baffle is rigid plastics or metal positioning baffle.。
Compared with prior art, the beneficial effects of the utility model show as:
1, easy and simple to handle, time saving and energy saving, save construction cost.The way of prior art need be fixed a large amount of connectors, and with attended operation complexity insulation layer and steel form, time and effort consuming in the construction has increased construction cost.And fixed equipment simple installation of the present utility model.
2, not only cost is low for special-purpose ruggedized equipment, and can reuse, and reduces building costs.Specially ruggedized equipment adopts big rigid plastics or metal to make, and is easy to process, and body of wall is shaped and reuses after some equipment of back can also be dismantled.
3, good fixing effect not only can be accelerated construction progress, can also guarantee the thickness and the verticality of body of wall, guarantees construction quality.
Description of drawings
Fig. 1 is the stationary state schematic diagram of warming plate and steel form;
Fig. 2 is the structural representation that is provided with the positioning baffle of handgrip;
Fig. 3 is that the A of Fig. 2 is to view;
Fig. 4 is the structural representation of special fastener.
Fig. 5 is that the B of Fig. 4 is to view.
Among the figure: steel form in the 1-, 2-split bolt bar, 3-positioning baffle, 31-baffle plate handgrip, 32-baffle plate through hole, the 4-warming plate, the 5-concrete wall, the 6-wall bushing, the 7-spiral shell emits, the 8-special fastener, 81-securing member self tapping silking, the 82-firmware edge of a knife, 9-outer steel mould plate.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing, but not as to qualification of the present utility model.
Referring to Fig. 1, the stationary state schematic diagram of concrete cast-in-situ wall form architecture heat preservation plate and steel form, the outboard template of concrete cast-in-situ wall form system is made of warming plate 4 and outer steel mould plate 9, for better reinforcing, also is provided with horizontal or vertical steelframe outside the outer steel mould plate 9.The sheet material that warming plate 4 is selected for use comprises EPS plate, XPS plate or PU plate.Inner side template is made of interior steel form 1.Connect by through-wall bolt between the inner and outer template, and constitute cast-in-place concrete heat-preservation template integrated system jointly by suspension device.Through-wall bolt comprises that through-wall bolt bar 2, wall bushing 6 and spiral shell emit 7.For ease of warming plate 4 overlap joint and pieces, warming plate about in the of 4, about be provided with tongue and groove.In order behind cast-in-place finishing, to be convenient to extract through-wall bolt out body of wall, be with wall bushing 6 on the through-wall bolt bar 2, wall bushing 6 is selected rigid plastics sleeve pipe or irony sleeve pipe or other metal sleeves for use, and through-wall bolt bar 2 selects for use steel pipe or other to have the material of good strength and hardness.
For further reinforcing and the contacting of warming plate 4 and wall bushing 6 and outer steel mould plate 9, the utility model is provided with positioning baffle 3 between wall bushing 6 and outer steel mould plate 9, metals such as positioning baffle 3 optional rigid plastics or iron and steel are that material is made, for positioning baffle 3 can closely be contacted with warming plate 4, can't slide, on positioning baffle 3, be provided with baffle plate handgrip 31.Baffle plate handgrip 31 just imbeds warming plate 4 when spiral shell emits 7 to tighten, thereby has reinforced both fixedly contacts.Simultaneously; positioning baffle 3 areas are greater than the cross section of wall bushing 6; so the use of positioning baffle 3 can avoid wall bushing 6 because of extruding warming plate 4 pressure are excessive warming plate 4 to be caused damage; also can guarantee simultaneously between warming plate 4 and the interior punching block 1 apart from accurate positioning, thereby guarantee the consistency of thickness of concrete wall.Simultaneously because baffle plate 3 makes the increase of warming plate 4 lifting surface areas, make between warming plate 4 and the outer steel mould plate contact more firm.
For reinforcing contacting of warming plate 4 and outer steel mould plate 9, guarantee when injecting concrete, warming plate 4 is moved, avoid simultaneously having excessive slit between warming plate 4 and the outer steel mould plate 9 and concrete is entered, influenced the quality of body of wall, the utility model use special fastener 8 reinforcing warming plates 4 contact with outer steel mould plate 9.Special fastener 9 is preferably self-tapping screw, preferred rigid plastics of its manufacturing materials or steel, iron or other metals.Special fastener 8 is shot warming plate 4 by being located at the through hole on the outer steel mould plate 9, and warming plate 4 is firmly contacted with outer steel mould plate 9.Finish dismounting during template when cast-in-place, special fastener 8 can be pulled down again, reuses again.Also can warming plate 4 be fixedlyed connected with outer steel mould plate 9 by special fastener 8 is fixed on.
Referring to Fig. 2 is the structural representation that is provided with the positioning baffle of handgrip, and Fig. 3 is that the A of Fig. 2 is to view.Positioning baffle 3 middle parts are provided with and can hold the baffle plate through hole 32 that the split bolt bar passes, and described baffle plate through hole 32 diameters are less than the external diameter of wall bushing.Be provided with baffle plate handgrip 31 on the positioning baffle 3, handgrip is preferably 2-4, and when positioning baffle 3 during with warming plate 4 stressed contacts, baffle plate handgrip 31 just imbeds warming plate 4, thereby has reinforced both fixedly contacts.Metals such as positioning baffle 3 optional rigid plastics or iron and steel are that the material cast forms.
Referring to Fig. 4 is the structural representation of special fastener, and Fig. 5 is that the B of Fig. 4 is to view.Special fastener 8 is preferably self-tapping screw, comprises that spiral shell emits and have the screw rod of tapping, and screw rod is provided with securing member self tapping silking 81, and spiral shell emits winding device is set, and winding device is preferably the screw edge of a knife 82, or outstanding spiral shell emits the bar that screws on surface.The special preferred rigid plastics of securing member 9 its manufacturing materials, steel, iron or other metals.
The above-described embodiment of the utility model; be the more preferably specific embodiment of the utility model, common variation that those skilled in the art carries out in the technical solutions of the utility model scope and replacement all should be included in the protection domain of the present utility model.
Claims (8)
1. the fixed equipment of warming plate and steel form in the concrete cast-in-situ template integrated system, comprise according to the in-situ concrete wall designing requirement, outer steel mould plate, warming plate and interior steel form by suspension device arrangement, splicing, described outer steel mould plate, warming plate are close to setting, form the concrete pouring space between warming plate and the interior steel form, between described outer steel mould plate, warming plate and the interior steel form by split bolt location, stretching, it is characterized in that, be provided with special fastener between warming plate and outer steel mould plate, described special fastener is a self-tapping screw.
2. the fixed equipment of warming plate and steel form is characterized in that in the concrete cast-in-situ template integrated system according to claim 1, and described self-tapping screw comprises that spiral shell emits, and described spiral shell emits winding device is set.
3. the fixed equipment of warming plate and steel form is characterized in that in the concrete cast-in-situ template integrated system according to claim 2, and described winding device is the screw edge of a knife or screws bar.
4. according to the fixed equipment of warming plate and steel form in each described concrete cast-in-situ template integrated system of claim 1-3, it is characterized in that, described split bolt comprises split bolt bar, wall bushing, is provided with positioning baffle between described wall bushing and the described warming plate.
5. the fixed equipment of warming plate and steel form in the concrete cast-in-situ template integrated system according to claim 4, it is characterized in that, described positioning baffle middle part is provided with and can holds the through hole that the split bolt bar passes, and described through-hole diameter is less than the external diameter of wall bushing.
6. the fixed equipment of warming plate and steel form is characterized in that in the concrete cast-in-situ template integrated system according to claim 5, and the one side that described positioning baffle contacts with described warming plate is provided with the baffle plate handgrip.
7. according to the fixed equipment of warming plate and steel form in each described concrete cast-in-situ template integrated system of claim 1-3, it is characterized in that described special fastener is rigid plastics or metal special fastener.
8. the fixed equipment of warming plate and steel form is characterized in that in the concrete cast-in-situ template integrated system according to claim 4, and described positioning baffle is rigid plastics or metal positioning baffle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201729780U CN201535068U (en) | 2009-08-21 | 2009-08-21 | Insulation plate and steel moulding plate fixing equipment in integrated system of concrete cast-in-place template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201729780U CN201535068U (en) | 2009-08-21 | 2009-08-21 | Insulation plate and steel moulding plate fixing equipment in integrated system of concrete cast-in-place template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201535068U true CN201535068U (en) | 2010-07-28 |
Family
ID=42534849
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201729780U Expired - Fee Related CN201535068U (en) | 2009-08-21 | 2009-08-21 | Insulation plate and steel moulding plate fixing equipment in integrated system of concrete cast-in-place template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201535068U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023032A (en) * | 2017-02-27 | 2017-08-08 | 贾登忠 | A kind of cast-in-place method of pipe gallery |
| CN107060321A (en) * | 2017-03-21 | 2017-08-18 | 河南太阳伞节能科技股份有限公司 | The construction and engineering method of frame-shear structure exterior wall application fabricated construction self-heat conserving batten |
| CN110258914A (en) * | 2019-07-23 | 2019-09-20 | 华美节能科技集团玻璃棉制品有限公司 | A kind of mineral wool Side fascia and its installation and application |
| CN110644631A (en) * | 2019-08-28 | 2020-01-03 | 河南职业技术学院 | Building energy-saving composite wall connecting bridge |
| CN111305424A (en) * | 2020-03-17 | 2020-06-19 | 重庆瑞鑫科五金制品有限公司 | Method for installing heat-insulating layer |
| CN112609982A (en) * | 2020-12-21 | 2021-04-06 | 黄江敏 | Method for manufacturing wall with heat-insulation plate by adopting energy-saving bolt |
| CN112609983A (en) * | 2020-12-21 | 2021-04-06 | 叶华华 | Method for manufacturing wall with heat-insulation plate by adopting blind hole energy-saving bolt |
| CN114892666A (en) * | 2022-05-24 | 2022-08-12 | 中国水利水电科学研究院 | Dam concrete permanent heat insulation formwork structure and construction method thereof |
-
2009
- 2009-08-21 CN CN2009201729780U patent/CN201535068U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023032A (en) * | 2017-02-27 | 2017-08-08 | 贾登忠 | A kind of cast-in-place method of pipe gallery |
| CN107060321A (en) * | 2017-03-21 | 2017-08-18 | 河南太阳伞节能科技股份有限公司 | The construction and engineering method of frame-shear structure exterior wall application fabricated construction self-heat conserving batten |
| CN110258914A (en) * | 2019-07-23 | 2019-09-20 | 华美节能科技集团玻璃棉制品有限公司 | A kind of mineral wool Side fascia and its installation and application |
| CN110644631A (en) * | 2019-08-28 | 2020-01-03 | 河南职业技术学院 | Building energy-saving composite wall connecting bridge |
| CN110644631B (en) * | 2019-08-28 | 2020-11-17 | 河南职业技术学院 | Building energy-saving composite wall connecting bridge |
| CN111305424A (en) * | 2020-03-17 | 2020-06-19 | 重庆瑞鑫科五金制品有限公司 | Method for installing heat-insulating layer |
| CN112609982A (en) * | 2020-12-21 | 2021-04-06 | 黄江敏 | Method for manufacturing wall with heat-insulation plate by adopting energy-saving bolt |
| CN112609983A (en) * | 2020-12-21 | 2021-04-06 | 叶华华 | Method for manufacturing wall with heat-insulation plate by adopting blind hole energy-saving bolt |
| CN114892666A (en) * | 2022-05-24 | 2022-08-12 | 中国水利水电科学研究院 | Dam concrete permanent heat insulation formwork structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201535068U (en) | Insulation plate and steel moulding plate fixing equipment in integrated system of concrete cast-in-place template | |
| CN211257829U (en) | Outer wall new and old concrete formwork with two-section type embedded part | |
| CN201389943Y (en) | Unsupported plastic external protecting pipe polyurethane foam insulating pipe two-step foaming bench | |
| CN110616737A (en) | Method for improving positioning qualification rate of pipe gallery embedded part | |
| CN102400552A (en) | Boundary beam upper-port anti-expansion mold reinforcing device | |
| CN216194911U (en) | A pull rod device for utility tunnel side wall concrete form is fixed | |
| CN208633523U (en) | A kind of large size cylinder reinforcing connector | |
| CN201225008Y (en) | Self-locking type fastener of building floor preformed hole core die | |
| CN201433513Y (en) | Positioning device for post-tensioned pre-stressing system of track slab | |
| CN201214898Y (en) | Low beam template reinforcement machine | |
| CN203145461U (en) | Reinforcing steel bar drawing wire | |
| CN209443773U (en) | A kind of embedded structure column template | |
| CN203475821U (en) | Steel formwork used for construction of wall bodies on two sides of deformation joint | |
| CN208763396U (en) | A kind of horizontal construction joint reinforcing bolt | |
| CN207499155U (en) | The Core Walls Structure formwork erecting structure of built-in reinforcing bar | |
| CN202689554U (en) | Concrete wall form positioning and supporting device | |
| CN104179202B (en) | Detachable anchor rod experiment ground tackle | |
| CN202108244U (en) | Pulling fixing piece | |
| CN201381645Y (en) | Self-control thickness oppose-pull plug for concrete wall body | |
| CN106545158B (en) | A kind of square column concrete component Wood-plastic formwork reinforces fixture and its application method | |
| CN206308625U (en) | A kind of highway bridge is poured uses mixed mud steel form | |
| CN220666927U (en) | Novel press pier shaping template | |
| CN204551857U (en) | Long nut component is used in furred ceiling suspention | |
| CN216475896U (en) | Novel bury PVC pipe reinforced concrete construction mounting structure | |
| CN205421920U (en) | Reserve bushing apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100728 Termination date: 20130821 |