CN106193579A - Building template assembly - Google Patents
Building template assembly Download PDFInfo
- Publication number
- CN106193579A CN106193579A CN201610787617.1A CN201610787617A CN106193579A CN 106193579 A CN106193579 A CN 106193579A CN 201610787617 A CN201610787617 A CN 201610787617A CN 106193579 A CN106193579 A CN 106193579A
- Authority
- CN
- China
- Prior art keywords
- template assembly
- building template
- form surfacing
- building
- surfacing
- 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
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 238000005266 casting Methods 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 9
- 239000004568 cement Substances 0.000 claims abstract description 7
- 239000003365 glass fiber Substances 0.000 claims description 2
- 238000009413 insulation Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 206010019233 Headaches Diseases 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 231100000869 headache Toxicity 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of building template assembly, relates to building construction formwork field.The material of form surfacing is cement board, and two end faces up and down at form surfacing are respectively equipped with three or the pin hole of more than three, and locating part is rectangular-shaped, is placed between relative two piece form surfacing；Reinforcing bar latch is inserted in the pin hole on form surfacing；Relative form surfacing is connected by tie rod；Sealed piece is rectangular-shaped, is placed on two of this building template assembly, and whole building template assembly constitutes a cavity for casting concrete structure.Permanent construction component it is the formation of after casting concrete in this cavity.Building template assembly of the present invention is applied to build building element, simple installation is quick, without dismantling template after casting concrete, building efficiency can be greatly improved, save building cost and time, and the building body built up also has good insulation, heat insulation, sound insulation, fire protecting performance.
Description
Technical field
The present invention relates to a kind of building appliance, be specifically related to a kind of building template assembly.
Background technology
During large-scale building under construction, some building elements of building will be carried out in-situ casting.Building element is carried out
The template assembly of building element to be prepared during concreting, above-mentioned template assembly is generally individually by polylith independence and corresponding building
Building mould forms, and typically uses the connectors such as iron nail, bolt, fixture, iron wire binding to be attached fixing between each building template, past
Toward needing by instruments such as hammer, spanner, pliers, and, single connector tends not to limit completely the position of building template
Put, need multiple connector with the use of, each building template just can be made to be fastenedly connected, prevent building template from misplacing, therefore build
The installation of template, dismantle cumbersome, time-consuming, laborious.In casting concrete Structural Engineering, form work engineering typically constitutes from concrete
The 20%～30% of Structural Engineering cost, accounts for the 30%～40% of the engineering amount of labour used, accounts for about the 50% of the duration, it can be seen that, utilize
Building template carries out the construction of building element and there is also huge room for improvement.
Summary of the invention
The invention aims to overcome the deficiency of existing above-mentioned technology, it is provided that a kind of easy to use, need not dismantle
Building template assembly.
To achieve these goals, the building template assembly designed by the present invention, including form surfacing, locating part, sealing
Part, reinforcing bar latch and tie rod.The material of form surfacing is cement board, and two end faces up and down in template are respectively equipped with three
Or the pin hole of more than three, the degree of depth of this pin hole is 1～5cm；Locating part is placed between two pieces of form surfacings, and reinforcing bar is inserted
In the pin hole that pin is inserted on form surfacing, relative form surfacing is connected by tie rod, and sealed piece is placed on this building mould
Two of board component, the most whole building template assembly just constitutes one can be with the cavity of casting concrete structure, at cavity
Middle casting concrete, is just combined into a building element with building template after concrete hardening.
The positive effect of the present invention is, due to building template assembly need not any instrument just can by reinforcing bar latch and
Tie rod to form on the spot quickly and easily the cavity for casting concrete in situation of building, and nothing after casting concrete
Template need to be dismantled, therefore can be greatly improved building efficiency, save building cost and time.It addition, building template uses foaming
Cement structures, the building element body eventually formed also has good insulation, heat insulation, sound insulation, fire protecting performance.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of one embodiment of building template assembly of the present invention.
Fig. 2 is the schematic perspective view of form surfacing in Fig. 1 embodiment building template assembly.
Fig. 3 is Fig. 2 form surfacing generalized section along A-A direction.
Fig. 4 is the schematic perspective view after Fig. 2 form surfacing plugs reinforcing bar latch.
Fig. 5 is the schematic perspective view of tie rod in building template assembly of the present invention.
Fig. 6 is the schematic perspective view of another kind of form surfacing in building template assembly of the present invention.
Fig. 7 is Fig. 6 form surfacing generalized section along B-B direction.
Fig. 8 is the schematic perspective view of second embodiment of building template of the present invention.
In figure, 1A, 1B, 1C, 1D: form surfacing, 2A, 2B: locating part, 3A, 3B: sealed piece, 4: reinforcing bar latch, 5: draw
Bar, H1: pin hole, H2: lock hole.
Detailed description of the invention
With reference to Fig. 1, Fig. 2, Fig. 3, building template assembly of the present invention include form surfacing (1A, 1B), locating part (2A, 2B),
Sealed piece (3A, 3B), reinforcing bar latch (4) and tie rod (5), the material of form surfacing (1A, 1B) is cement board, in template face
Two end faces up and down of plate are respectively equipped with the pin hole (H1) of three or more than three, the degree of depth of this pin hole (H1) be 1～
5cm；Locating part (2A, 2B) is rectangular-shaped, is placed between relative two piece form surfacing (1A, 1B), in order to limit relatively
Two pieces of form surfacings (1A, 1B) between interval；Reinforcing bar latch (4) is inserted in the pin hole (H1) on form surfacing (1A, 1B)；
Relative form surfacing (1A, 1B) is connected by tie rod (5)；Sealed piece (3A, 3B) is rectangular-shaped, is placed on this building mould
Two of board component is (if two of this building template assembly has cylinder or body of wall to block, then without placing sealed piece " envelope
Mouthful "), the most whole building template assembly just constitutes a cavity for casting concrete structure.Cavity pour mixed
After solidifying soil (can be initially charged reinforcing bar casting concrete again in cavity), concrete is just combined into one with building template assembly
Building element.
In order to make form surfacing (1A, 1B) the in use stress in building template assembly the most reasonable, form surfacing
Pin hole (H1) on (1A, 1B) is typically not arranged in the centre position in plate thickness face, but distance contacts the one side of concrete
Bigger than the one side of distance outside, such pin hole is just not easy by reinforcing bar latch drawing crack.
With reference to Fig. 4, after the form surfacing (1A) in building template assembly of the present invention plugs reinforcing bar latch (4), it is possible to
Being coupled together by two pieces of relative form surfacings by tie rod, additionally reinforcing bar latch (4) is also used for being inserted into the template of last layer
In panel, it is achieved the connection of levels form surfacing.Reinforcing bar latch (4) is usually a bit of reinforcing rod, and length is inserted less than twice
The degree of depth of pin-and-hole.
With reference to Fig. 5, tie rod (5) two ends in building template assembly of the present invention are provided with through hole, the diameter of this through hole and reinforcing bar
The diameter compatible of latch.After the through hole at tie rod (5) two ends is set on the reinforcing bar latch on relative form surfacing respectively, template
Panel just can be defined, thus combines with locating part and sealed piece, constitutes the cavity of casting concrete structure.
With reference to Fig. 6, Fig. 7, in order to make form surfacing (1A) to be combined into the xoncrete structure contacted more securely
It is integrated, prevents form surfacing (1A) from use unclamping from xoncrete structure or departing from, on form surfacing (1A)
The one side of contact concrete is further typically provided with the lock hole (H2) of outer little interior big inverted cone.After casting concrete, coagulation
Soil can be inserted in this lock hole (H2).After concrete hardening, form surfacing (1A) firmly will be locked.
With reference to Fig. 8, in building template assembly of the present invention, more than one piece form surfacing (1A, 1B, 1C, 1D), locating part can be installed
(2A), sealed piece (3A, 3B), and utilize reinforcing bar latch (4) and tie rod (5) to couple together, meet width and height to build
(figure building template assembly at the middle and upper levels only depicts one piece of form surfacing 1D, complete building template group to the building element required
Part is the same with lower floor).In multi-story building template assembly, the lower template panel that the form surfacing (1D) of last layer connects with it
The position of (1B, 1C) is typically to stagger, and namely uses isosceles triangle to arrange, and the form surfacing (1D) on such upper strata just can be
Two pieces of adjacent form surfacings (1B, 1C) of lower floor couple together.In building template assembly after casting concrete, concrete meeting
Insert in the lock hole (H2) on each piece of form surfacing.After concrete hardening, each piece of form surfacing firmly will be locked, mixed
Xtah Crude Clay structure and building template assembly are the formation of permanent building element.
Contact surface between form surfacing in building template assembly of the present invention, locating part, sealed piece, and with the connecing of ground
Contacting surface, it is possible to use bonding coating (such as the coating such as cement mortar, lime white) comes bonding.
In order to increase intensity, the outer surface of the form surfacing in building template assembly of the present invention is the most also stained with glass fibers
Dimension net or wire gauze.
Building template assembly of the present invention is applicable to the construction of the building elements such as body of wall, cylinder, beam.
Building template assembly of the present invention, owing to have employed the interior fixing permanent foam cement template exempting from form removal, therefore has
Following good effect.
1, building template assembly only need to be fixed from inside, it is not necessary to from external stability, can save all outsides the most up hill and dale
Troublesome support, side's bar and the material of through-wall bolt, and transport and installing supports, side's bar, bolt are artificial with benefit bolt hole
With time and expense.
2, fixing means is very simple easily and the most solid, can stand vibrating head and vibrate and indeformable, displacement
With quick-fried mould, overcome completely in traditional troublesome external fixation easily occur quick-fried mould, deform, the asking of displacement etc. headache
Topic.
3, without form removal, thus eliminate form removal and shipment template and clean the artificial of template and time and expense.
4, there is the double heat insulation functions with body of wall one that there is a heat-insulation layer on two sides inside and outside body of wall, more heat preservation energy-saving, province
Go trouble and the operation of external application heat-insulation layer that quality does not ensures and material and artificial, do not have heat-insulation layer hollowing the most de-
The problem fallen.
5, belong to A level to prevent fires the nontoxic Foam cement insulation material not firing environmental protection, breaking out of fire of can never catching fire, allow people
Live to feel at ease relieved.
6, owing to eliminating dress and support, side's bar, bolt and form removal and plaster and paste the materials such as warming plate, operation and artificial with
Time, therefore amount to cost and about can reduce by more than 30%, be one and both improve quality, reduce again cost, also save material
Material, operation, the artificial and invention of time.
Claims (5)
1. a building template assembly, is characterized in that: include form surfacing, locating part, sealed piece, reinforcing bar latch and tie rod, mould
The material of plate panel is cement board, and two end faces up and down at form surfacing are respectively equipped with three or the latch of more than three
Hole；Locating part is rectangular-shaped, is placed between relative two piece form surfacing；Reinforcing bar latch is inserted in the latch on form surfacing
Kong Zhong；Relative form surfacing is connected by tie rod；Sealed piece is rectangular-shaped, is placed on the two of this building template assembly
Head, whole building template assembly constitutes a cavity for casting concrete.
Building template assembly the most according to claim 1, is characterized in that: on the form surfacing in building template assembly
The degree of depth of pin hole is 1～5cm.
Building template assembly the most according to claim 1, is characterized in that: on the form surfacing in building template assembly,
The one side of contact concrete is additionally provided with the lock hole of inverted cone.
Building template assembly the most according to claim 1, is characterized in that: on the form surfacing in building template assembly
Pin hole is not or not the centre position in plate thickness face, but the one side of distance contact concrete is bigger than the one side of distance outside.
Building template assembly the most according to claim 1, is characterized in that: outside the form surfacing in building template assembly
Surface is also stained with glass fiber mesh or wire gauze.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610787617.1A CN106193579A (en) | 2016-08-31 | 2016-08-31 | Building template assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610787617.1A CN106193579A (en) | 2016-08-31 | 2016-08-31 | Building template assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193579A true CN106193579A (en) | 2016-12-07 |
Family
ID=58085917
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610787617.1A Pending CN106193579A (en) | 2016-08-31 | 2016-08-31 | Building template assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193579A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030033781A1 (en) * | 2001-08-20 | 2003-02-20 | Schmidt Donald L. | Modified flat wall modular insulated concrete form system |
| CN1458358A (en) * | 2003-05-27 | 2003-11-26 | 曲长贵 | Wall building method |
| CN201495768U (en) * | 2009-09-29 | 2010-06-02 | 北京宏凌技术开发有限公司 | Non-dismantling formwork for pouring concrete construction |
| CN103290974A (en) * | 2013-06-23 | 2013-09-11 | 哈尔滨鸿盛房屋节能体系研发中心 | Integrated thermal insulation wall module |
| CN103469825A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Prefabricated water-resistant post-pouring belt formwork and installation method |
| KR20140101046A (en) * | 2013-02-07 | 2014-08-19 | 강창규 | Concrete form system for connection structure of inner-outer wall and constructing method the same |
| CN205476436U (en) * | 2016-03-31 | 2016-08-17 | 北京英隆伟业科技开发有限公司 | Fire prevention heat preservation template is exempted from to tear open by outer wall |
| CN205976455U (en) * | 2016-08-31 | 2017-02-22 | 广州市轻能建材有限公司 | Building template assembly |
-
2016
- 2016-08-31 CN CN201610787617.1A patent/CN106193579A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030033781A1 (en) * | 2001-08-20 | 2003-02-20 | Schmidt Donald L. | Modified flat wall modular insulated concrete form system |
| CN1458358A (en) * | 2003-05-27 | 2003-11-26 | 曲长贵 | Wall building method |
| CN201495768U (en) * | 2009-09-29 | 2010-06-02 | 北京宏凌技术开发有限公司 | Non-dismantling formwork for pouring concrete construction |
| KR20140101046A (en) * | 2013-02-07 | 2014-08-19 | 강창규 | Concrete form system for connection structure of inner-outer wall and constructing method the same |
| CN103290974A (en) * | 2013-06-23 | 2013-09-11 | 哈尔滨鸿盛房屋节能体系研发中心 | Integrated thermal insulation wall module |
| CN103469825A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Prefabricated water-resistant post-pouring belt formwork and installation method |
| CN205476436U (en) * | 2016-03-31 | 2016-08-17 | 北京英隆伟业科技开发有限公司 | Fire prevention heat preservation template is exempted from to tear open by outer wall |
| CN205976455U (en) * | 2016-08-31 | 2017-02-22 | 广州市轻能建材有限公司 | Building template assembly |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 511483 Room 102, No. 362, Fubei Road, Fuyong village, Shawan Town, Panyu District, Guangzhou City, Guangdong Province Applicant after: Guangzhou qingneng Technology Co.,Ltd. Address before: No.23, the third industrial zone, Shawan Town, Panyu District, Guangzhou City, Guangdong Province, 511483 Applicant before: GUANGZHOU QINGNENG BUILDING MATERIALS Co.,Ltd. |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161207 |