CN206693612U - A kind of raw-soil loam wall U-shaped resistance post and chute template system - Google Patents
A kind of raw-soil loam wall U-shaped resistance post and chute template system Download PDFInfo
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- CN206693612U CN206693612U CN201720224501.7U CN201720224501U CN206693612U CN 206693612 U CN206693612 U CN 206693612U CN 201720224501 U CN201720224501 U CN 201720224501U CN 206693612 U CN206693612 U CN 206693612U
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- 239000002689 soil Substances 0.000 title claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 238000009415 formwork Methods 0.000 claims abstract description 34
- 238000003466 welding Methods 0.000 claims abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 32
- 239000000463 material Substances 0.000 claims description 20
- 229910052742 iron Inorganic materials 0.000 claims description 16
- 238000005476 soldering Methods 0.000 claims description 16
- 239000002023 wood Substances 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 2
- 240000003917 Bambusa tulda Species 0.000 claims description 2
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 2
- 239000011425 bamboo Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 238000007493 shaping process Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 235000007466 Corylus avellana Nutrition 0.000 description 2
- 240000007582 Corylus avellana Species 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 240000008529 Triticum aestivum Species 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011454 mudbrick Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 235000021307 wheat Nutrition 0.000 description 1
Abstract
The utility model discloses a kind of loam wall U-shaped resistance post and chute template system, available for linear pattern rammed earth wall and the dedicated templates of L-type wall construction.Support system mainly includes three aspects and constructed：Wooden smooth formwork of shaping, it is suitable for the successively U-shaped resistance post of the extensible of building, adjustable high strength type steel triangular support bracket.Wooden formwork socket joint is overall in being formed in the U-shaped resistance post of standard regularization extensible, and support-side is supported with adjustable high strength type steel tripod, mainly including vertical rod, brace and horizontal sliding bar.Wall two sides symmetrically installs, it is ensured that it is stable, successively installs, successively tamp, steel-made support tripod square steel pipe component is connected with U-shaped resistance post with pin, and the U-shaped resistance post in loam wall L-type corner two is linked to be entirety in a welding manner, it is ensured that its side loaded power meets intensity requirement.Linear pattern loam wall can not only be met using the rammed earth wall of the utility model building, can also high quality the building for realizing L-type wall.
Description
Technical field
Technical field of buildings is the utility model is related to, especially a kind of raw-soil loam wall U-shaped resistance post and chute template
System.
Background technology
Traditional raw-soil house has long history in China, have gather materials on the spot, easy construction, cheap, winter warm up the summer
The features such as cool, environment-friendly, however as the widely available of Reinforced Concrete Materials in recent years, and material of raw-soil structure itself shock resistance
The influence of the unfavorable factors such as difference, low intensity, poor durability, there is the gesture for the arena of history that fades out gradually in northwest or even the whole nation.However,
In the case where the factors such as the attention of environmental pollution, mountain area material shortage and people to traditional culture expedite the emergence of, National Development and Reform Committee, live to build
Relevant policies protection cob is successively put into effect in portion, each place, and each building university has more risen the culture of recovery rammed earth, improved and pass
The research topic of system technology, is allowed to continue as the mankind in the New Times to be utilized.
The inferior position origin causes of formation such as material of raw-soil structure shock resistance is poor, intensity is low are many, and first, reinforcing bar, concrete, building block are contour
The popularitys of strength materials is high, is considered as preferred material already, and secondly, difficulty of construction is low during these materials'uses, and has
As instructing, simple and convenient and intensity is reliable for detailed construction, construction, earthquake resistant code.Popularity, convenience make it substitute gradually
Brilliant historical role of the material of raw-soil structure in China.
Itself reason is studied carefully, on one side from raw material.For adobe house, experience is by adding Wheat Straw in sun-dried mud brick
Its intensity is lifted Deng auxiliary material, but does not reach requirement still, and for loam wall, it is important that being a little exactly rammed earth wall form can not
Meet loam wall intensity requirement, most areas are still signed using wooden wallboard, folder, the traditional method of hoop head, and some areas are even
The traditional method of rammed earth is built using version, the cob wall mould material first of both the above method building should not be placed and had enough to meet the need, rammed earth
When lack appropriate spacing shifting measure, often lead to rammed earth inequality, swollen mould, inclinations etc. occur and seriously damage intensity and shock resistance etc.
As a result, moreover, corner template is not easy to install, door-window opening position is inconsiderate, and loam wall is up-narrow and down-wide to influence attractive in appearance, dismounting
Metope out-of-flatness during template, neighboring walls produce vertical gap, height-limited, and no matter rafter beats wall or plate beats wall and is required for moving
Wallboard, this also causes its intensity to be had a greatly reduced quality, in summary a variety of unfavorable factors, and invention is a kind of high-quality and has extensive practicality
Rammed earth wall form turn into improve loam wall present situation the most important thing.
Utility model content
For above-mentioned problem, the purpose of this utility model be to provide a kind of raw-soil loam wall with U-shaped resistance post and
Chute template system.
The utility model can abandon some rammed earth wall forms prepare complicated, design it is complicated on the basis of, have and fully examine
Consider the convenience that the processing of member of formation obtains, effectively overcome a variety of drawbacks of conventional method, suitable for successively rammed earth,
Laboratory building experiment loam wall is can be not only used for, can also be promoted the use of in vast loam wall area, is rammed earth at this stage
The optimal selection of wall form.
The technical solution of the utility model is：A kind of raw-soil loam wall U-shaped resistance post and chute template system, including wood
Matter formwork 1, U-shaped resistance post 2 and adjustable shaped steel tripod system 5, the U-shaped resistance post 2 is using channel-section steel web butt welding connection
Into the double-U-shaped resistance post 3 of the yi word pattern, the U-shaped resistance post 2 is using the channel-section steel edge of a wing with another channel-section steel web to being welded into the L
The soldering iron cushion cap 9 wide with it, the receptacle electrical connector 10 are welded in the double-U-shaped resistance post 4 of type, the outside of the U-shaped resistance post
On the soldering iron cushion cap 9, it is connected with the pin 12 with brace 8, U of the wooden formwork 1 from U-shaped resistance post 2
The upper end of type groove is slipped into；
The adjustable shaped steel tripod system 5 includes variable tripod support level slide bar 7, brace 8 and is close to wooden mould
The vertical vertical rod 6 of U-shaped of plate, the vertical vertical rod are that spacing sets vertical rod reserving hole every wooden template tile height about 6
11, the L-type steel component 13 is connected with the variable tripod support level slide bar 7 of bottom by "door" type pin clamp 15, is led to
Cross described hole 16, pin 12 and receptacle electrical connector 10 by brace 8 be arranged on soldering iron cushion cap 9 on, the lower end of the brace 8 with it is variable
The upper anti-skid support top of node 17 of tripod support level slide bar 7, formed overall.
Further, the wooden formwork 1 uses variable cross-section, and it is wide that both ends cross-sectional width is slightly less than stage casing panel section
Degree, the length of wooden formwork 1 is 300 modulus, and width is 50 modulus, described using artificial wooden boards and rib in length and breadth
Rib materials are any one in square steel, the lumps of wood.
Further, the both ends width of wooden formwork 1 is identical with the channel-section steel web height of U-shaped resistance post 2, the wood
The stage casing thickness of matter formwork 1 is highly equal with the channel-section steel of U-shaped resistance post 2, it is ensured that the wooden formwork 1 and U-shaped resistance post 2 are tight
Close connection, and make loam wall wall surface levelling, the height of the wooden formwork 1 and the height of U-shaped resistance post 2 are into certain modulus
Times.
Further, the soldering iron cushion cap 9 and receptacle electrical connector 10 wide with it are welded with the U-shaped resistance post, is aided with cylinder
Shape pin 12 is fixed.
Further, the soldering iron cushion cap 9, receptacle electrical connector 10 be weld before formwork erection it is integral.
Further, the quantity that soldering iron cushion cap 9 and receptacle electrical connector 10 are welded on the described every U-shaped resistance post 2 is 2
Group, and make it be located proximate to both ends, it can be selected by rammed earth condition at support one during support or upper and lower ends support.
Further, the variable tripod support level slide bar 7 is provided with several equal anti-skid nodes 17 of spacing
Thrust power is provided for brace 8.
Further, L-type steel component of the variable triangular support bracket horizontal sliding bar 7 with being close to the wooden outside of formwork 1
13 are connected, and the L-type steel component 13 is provided with fixes variable tripod support with L-type steel preformed hole 14, the pin clamp 15
Horizontal sliding bar 7, avoid the variable left and right displacement of tripod support level slide bar 7.
Further, the brace 8 is using angle steel, square steel, round steel pipe, channel-section steel, the lumps of wood, circle bamboo or hollow wall thickness square steel
Pipe, the length of the brace 8 are controlled when installing different layers template, the inclination angle for being 45 ° -60 ° with ground angle are kept, with hair
Its maximum support effect is waved, the upper end termination of brace 8 is provided with hole 16, with the pin 12 and U-shaped resistance post 2, yi word pattern
The double-U-shaped resistance post 4 of double-U-shaped resistance post 3, L-type is fixed, and the lower end of the brace 8 is with the anti-skid constrained displacement of node 17.
Further, the material of the vertical vertical rod 6 of the U-shaped is square light steel, and spiral shell at regular intervals is set on lateral surface
Keyhole hole is used for the fixation of the brace 8.
Compared with prior art, the beneficial effects of the utility model are：
(1) it is versatile.The loam wall that the utility model is related to U-shaped resistance post and chute template system, can be with high-quality
The building linear pattern and square loam wall of amount, can be according to wall body specification different templates panel and U-shaped resistance
Cylindricality state is easy to tamp with building variable cross-section, different wall thicknesses, different height wall, inside, and standardization, regularization degree are high.
(2) stability is high.Loam wall U-shaped resistance post and the chute template system of the utility model design, absorb and use for reference
The principle of domination of support, anti-impact force in subway, tunnel, underground continuous wall body, prevent there is outstanding advantage in terms of bulging,
The frame system template system that the resistance post of steel is formed keeps good rigidity and anti-impact force, and need not be in loam wall
Inner perforated, it also ensure that it stablizes high-strength building effect to greatest extent.
(3) simple structure, it is convenient to mount and dismount.The loam wall that the utility model is related to U-shaped resistance post and chute template system,
Wherein the U-shaped resistance post of extensible is modularizing member, and all components live need not all be processed, and by jack, pin, is stopped
Padding block etc. can connect and meet building requirement, joggle between levels template, and when loam wall reaches some strength
Afterwards, only need remove the U-shaped resistance post of variable support tripod, extensible, wooden formwork for every layer successively from top to bottom.Dismounting
Process is extremely simple, saves machinery, manpower.
(4) convenient transport.The loam wall that the utility model is related to U-shaped resistance post and chute template system, altogether by three
Part forms, respectively including wooden smooth wooden formwork, the U-shaped resistance post of extensible, variable triangular support bracket, each several part combination
Component is small and light, no large-scale component, facilitates workers carry, it is not necessary to large scale hoisting machinery.
(5) flexibility is high.The loam wall that the utility model is related to material involved by U-shaped resistance post and chute template system
It is common building materials, can gathers materials on the spot under normal circumstances, when certain component can not obtain, can also uses other similar structures to replace
And do not influence its building quality, strong applicability.
(6) repeatedly turnover.The loam wall that the utility model is related to also is torn open with U-shaped resistance post and chute template system with peace
Fireballing feature, and material is high strength steel, can be with recycled for multiple times without causing loam wall metope out-of-flatness.Steel
Material is unlikely to deform, therefore this patent is particularly suitable for use in and promoted the use of a large area in vast rammed earth area and extending old building area.
Brief description of the drawings
Fig. 1 is the utility model schematic perspective view.
Fig. 2 is the monomer schematic diagram of the U-shaped resistance post 2 of the utility model.
Fig. 3 is the schematic perspective view of the double-U-shaped resistance post 3 of the utility model L-type.
Fig. 4 is the schematic perspective view of soldering iron cushion cap of the present utility model and receptacle electrical connector.
Fig. 5 is the schematic perspective view of the adjustable shaped steel tripod system of the utility model.
Fig. 6 is the schematic diagram at Fig. 5 A.
Fig. 7 is the schematic perspective view of L-type steel component of the present utility model.
In figure：The wooden formworks of 1-, 2-U type resistance posts, the double-U-shaped resistance post of 3- yi word patterns, the double-U-shaped resistance post of 4-L types, 5-
Adjustable shaped steel tripod system, the vertical vertical rod of 6-U words, the variable tripod support level slide bars of 7-, 8- braces, 9- soldering iron cushion caps,
10- receptacle electrical connectors, 11- vertical rod reserving holes, 12- pins, 13-L Steel section members, 14-L shaped steel preformed holes, 15- pin clamps,
16- holes, the anti-skid nodes of 17-.
Embodiment
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ",
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of description the utility model and simplifies description, rather than instruction
Or imply that signified device or element must have specific orientation, with specific azimuth configuration and operation, therefore be not understood that
For to limitation of the present utility model.In addition, term " first ", " second " etc. are only used for describing purpose, and it is not intended that instruction
Or imply relative importance or the implicit quantity for indicating indicated technical characteristic.Thus, " first ", " second " etc. are defined
Feature can express or implicitly include one or more this feature.In description of the present utility model, unless separately
It is described, " multiple " are meant that two or more.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, on being understood by concrete condition
State concrete meaning of the term in the utility model.
The utility model is further described with reference to the accompanying drawings and examples.
As illustrated, a kind of raw-soil loam wall U-shaped resistance post and chute template system, including U-shaped resistance post 2, a word
The double-U-shaped resistance post 3 of type, the double-U-shaped resistance post 4 of L-type, adjustable type steel support tripod system 5 and wooden formwork 1, template structure
Part is that the both ends width matched with the U-shaped size of resistance post 2 is equal to resistance column web thickness, intermediate width is equal to web and a flank
The wooden formwork 1 of edge thickness sum, the wooden outside of formwork 1 are provided with the vertical vertical rod 6 of U-shaped, and U-shaped resistance post 2 is U-shaped and can
Lengthen, be divided into three kinds according to different building positions：U-shaped resistance post side column 2, the double-U-shaped resistance post 3 of stage casing yi word pattern and corner
The double-U-shaped resistance post 4 of L-type, each monomer U-shaped socket joint post also includes the soldering iron cushion cap 9 wide with U-shaped post 2, jack is inserted
The pin 12 of seat 10 and cylinder, adjustable shaped steel tripod system 5 include variable tripod support level slide bar 7, variable triangle
Frame support level slide bar 7 is provided with the certain anti-skid node 17 in interval, and support-side is provided with brace 8, and the upper end of brace 8 is provided with hole
16, the lower end thrust of brace 8 is in anti-skid node 17 on variable tripod support level slide bar 7.The foot of wooden formwork 1 is provided with
L-type steel component 13, which is provided with tool some L-type steel preformed holes 14 at regular intervals, and fixed pin clamp 15 is variable with fixation
Tripod support level slide bar 7.
During installation, first treating that building wall both sides are put into the double-U-shaped resistance post 3 of U-shaped resistance post 2, yi word pattern, the L of extensible
The double-U-shaped resistance post 4 of type, after calibrating position, wooden formwork 1 is inserted in both sides from top to down, forms building cavity, is close to wooden mould
Plate 1 places the vertical vertical rod 6 of U-shaped, and is allowed to height more than building wall total height is treated, first with cylindric pin after the completion of placement
12 fix the vertical vertical rod 6 of U-shaped with brace 8, then L-type steel component 13 is fixed by foot outside rammed earth wall form both sides, and insertion is variable
Tripod support level slide bar 7, variable tripod support level slide bar 7 is reserved in L-type steel by "door" type pin clamp 15
The position of hole 14 is fixed, and to constrain its horizontal displacement, then calibration previously installed brace 8, with cylindrical type pin 12 by being reserved in
Brace and receptacle electrical connector 10 and vertical rib are connected by the hole 16 of the side of brace 8 respectively, and adjustment installs angle, by brace 8
Anti-skid node 17 is fixed in lower end, after both sides install, raw-soil compacting is put into, during rammed earth height to be achieved, under joggle enters
One layer of U-shaped resistance post, template is inserted, installs both ends tripod, then rammed earth, so that reaching requirement height.
Operation principle：
The utility model loam wall U-shaped resistance post and chute template system, the various raw-soil are built suitable for site operation
Loam wall, and can high quality, the completion L-type turning wall building of seamless, sequence of construction is successively supporting module, is successively rammed
Build, first in Construction in Preparatory Stage, prepare modular shuttering element：It is used for different U-shaped anti-of edge, stage casing, corner 1. welding is assembled
Become post, thereon and weld wide soldering iron, special receptacle electrical connector etc..2. prepare to meet this template patent requirements, match somebody with somebody with U-shaped resistance post
The wooden formwork of wooden shaping standard of set, the adjustable variable tripod of type steel support, and reserving hole.3. from bottom to up, in standard
U-shaped resistance post is placed in standby rammed earth wall displacement both sides of building, and forms rammed earth chamber, and after confirming that position is accurate, L-type is fixed on ground
Steel, after further confirming that position, embedded plank sheathing, then installs type steel support tripod, is consolidated prior to upper end with pin from top
Positioning is put, and other end branch peaks at anti-skid node on bottom level slide bar, after the completion of above-mentioned steps, rammed earth, treats that rammed earth reaches certain
After height, repeat above step and continue to install masterplate, install tripod, rammed earth, until reaching requirement for height.
The utility model template is that a kind of both sides symmetrically install, and principle is easily understood, suitable for the loam wall of successively building
Formwork bracing system, the corner wall building that is particularly suitable for use in construction, mould material form simple specification, are easier to obtain, prop up
It if mode is simple, convenient disassembly, can repeatedly be used in turn, save building materials.Other important is to use the new type formwork
The loam wall surface that building obtains is smooth, smooth, and intensity is high.The utility model template can not only be prepared in the case where testing room environmental
Loam wall be used for test, even more carry out extensively in vast rammed earth area it is excellent in choosing.
Using it is above-mentioned according to desirable embodiment of the present utility model as enlightenment, pass through above-mentioned description, related work people
Member can carry out various changes and amendments in the range of without departing from this item utility model technological thought completely.This item is real
The content being not limited to new technical scope on specification, it is necessary to which its technology is determined according to right
Property scope.
Claims (10)
1. a kind of raw-soil loam wall U-shaped resistance post and chute template system, including wooden formwork (1), U-shaped resistance post (2)
With adjustable shaped steel tripod system (5), it is characterised in that the U-shaped resistance post (2) connects into a word using channel-section steel web butt welding
The double-U-shaped resistance post (3) of type, the U-shaped resistance post (2) is using the channel-section steel edge of a wing and the double-U-shaped resistance of another channel-section steel web butt welding l-shaped
The soldering iron cushion cap (9) wide with it is welded in post (4), the outside of the U-shaped resistance post, and receptacle electrical connector (10) is arranged on the soldering iron
On cushion cap (9), it is connected with pin (12) with brace (8), the wooden formwork (1) is upper from the U-type groove of U-shaped resistance post (2)
End is slipped into；
The adjustable shaped steel tripod system (5) includes variable tripod support level slide bar (7), brace (8) and is close to wooden
The vertical vertical rod of U-shaped (6) of formwork (1), vertical rod reserving hole (11) is provided with the vertical vertical rod (6), it is adjacent described vertical
The spacing of bar reserving hole (11) is the height of wooden formwork (1), and L-type steel component (13) and the variable tripod of bottom support
Horizontal sliding bar (7) is connected by "door" type pin clamp (15), will be oblique by hole (16), pin (12) and receptacle electrical connector (10)
Bar (8) is arranged on soldering iron cushion cap (9), and the lower end of the brace (8) is upper anti-skid with variable tripod support level slide bar (7)
Node (17) support top, formed overall.
2. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The wooden formwork (1) uses variable cross-section, and both ends cross-sectional width is slightly less than stage casing panel cross-sectional width, the wooden formwork
(1) length is 300 modulus, and width is 50 modulus, using artificial wooden boards and rib in length and breadth, rib materials be square steel,
Any one in the lumps of wood.
3. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
Wooden formwork (1) the both ends width is identical with the channel-section steel web height of U-shaped resistance post (2), in the wooden formwork (1)
Duan Houdu is highly equal with the channel-section steel of U-shaped resistance post (2), and the wooden formwork (1) is closely connected with U-shaped resistance post (2),
The height of the height of the wooden formwork (1) and U-shaped resistance post (2) is into certain modulus times.
4. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The soldering iron cushion cap (9) and receptacle electrical connector (10) wide with it are welded with the U-shaped resistance post (2), is aided with cylindric pin (12)
It is fixed.
5. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The soldering iron cushion cap (9), receptacle electrical connector (10) are welded integral before formwork erection.
6. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The quantity that soldering iron cushion cap (9) and receptacle electrical connector (10) are welded on the every U-shaped resistance post (2) is 2 groups, and leans on its position
Two close end, it can be selected by rammed earth condition at support one during support or upper and lower ends support.
7. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The variable tripod support level slide bar (7) is provided with several equal anti-skid nodes (17) of spacing and provided for brace (8)
Thrust power.
8. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The variable triangular support bracket horizontal sliding bar (7) is connected with the L-type steel component (13) being close on the outside of wooden formwork (1), the L
Steel section member (13) is provided with to be slided with L-type steel preformed hole (14), the fixed variable tripod support level of the pin clamp (15)
Bar (7).
9. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The brace (8) using angle steel, square steel, round steel pipe, channel-section steel, the lumps of wood, circle bamboo or hollow wall thickness square steel tube, the brace (8) with
Ground angle is 45 ° -60 °, and brace (8) the upper end termination is provided with hole (16), with the pin (12) and U-shaped resistance post
(2), the double-U-shaped resistance post (3) of yi word pattern, the double-U-shaped resistance post (4) of L-type are fixed, and the lower end of the brace (8) is with anti-skid node
(17) constrained displacement.
10. a kind of raw-soil loam wall U-shaped resistance post and chute template system according to claim 1, it is characterised in that
The material of the vertical vertical rod of U-shaped (6) is square light steel, and bolt hole at regular intervals is set on lateral surface for described oblique
The fixation of bar (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720224501.7U CN206693612U (en) | 2017-03-09 | 2017-03-09 | A kind of raw-soil loam wall U-shaped resistance post and chute template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720224501.7U CN206693612U (en) | 2017-03-09 | 2017-03-09 | A kind of raw-soil loam wall U-shaped resistance post and chute template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693612U true CN206693612U (en) | 2017-12-01 |
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ID=60443200
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720224501.7U Expired - Fee Related CN206693612U (en) | 2017-03-09 | 2017-03-09 | A kind of raw-soil loam wall U-shaped resistance post and chute template system |
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| Country | Link |
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| CN (1) | CN206693612U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343230A (en) * | 2018-01-16 | 2018-07-31 | 昆明理工大学 | A kind of gantry type rammed earth wall formwork system erection method |
| CN114197704A (en) * | 2021-12-23 | 2022-03-18 | 江苏精享裕建工有限公司 | Converter station firewall construction process |
-
2017
- 2017-03-09 CN CN201720224501.7U patent/CN206693612U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343230A (en) * | 2018-01-16 | 2018-07-31 | 昆明理工大学 | A kind of gantry type rammed earth wall formwork system erection method |
| CN108343230B (en) * | 2018-01-16 | 2020-07-10 | 昆明理工大学 | Method for erecting portal frame type rammed earth wall template system |
| CN114197704A (en) * | 2021-12-23 | 2022-03-18 | 江苏精享裕建工有限公司 | Converter station firewall construction process |
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Granted publication date: 20171201 Termination date: 20180309 |