TW201333465A - Structure for inspecting in-situ concrete strength using torsion test - Google Patents

Structure for inspecting in-situ concrete strength using torsion test Download PDF

Info

Publication number
TW201333465A
TW201333465A TW101104649A TW101104649A TW201333465A TW 201333465 A TW201333465 A TW 201333465A TW 101104649 A TW101104649 A TW 101104649A TW 101104649 A TW101104649 A TW 101104649A TW 201333465 A TW201333465 A TW 201333465A
Authority
TW
Taiwan
Prior art keywords
concrete
test
torsion
torque
strength
Prior art date
Application number
TW101104649A
Other languages
Chinese (zh)
Other versions
TWI445959B (en
Inventor
Yu-Feng Lin
Original Assignee
Univ Chienkuo Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Univ Chienkuo Technology filed Critical Univ Chienkuo Technology
Priority to TW101104649A priority Critical patent/TWI445959B/en
Publication of TW201333465A publication Critical patent/TW201333465A/en
Application granted granted Critical
Publication of TWI445959B publication Critical patent/TWI445959B/en

Links

Abstract

This invention relates to a structure for inspecting in-situ concrete strength using a torsion test and more particularly to an innovative design for directly performing a concrete torsion strength test on a tetragonal prism specimen cut from the concrete surface. The structure mainly comprises a support holder, a torsion connector, and a torsion wrench. Accordingly, this invention allows, after in-situ cutting, the torsion strength test to be performed directly such that the result can be determined in-situ. Because the cutting depth is small and the steel bar is not cut, there will be no damage to the mechanical properties of the structure.

Description

以扭力試驗檢測現地混凝土強度之構造Testing the strength of existing concrete strength by torque test

本發明係有關一種以扭力試驗檢測現地混凝土強度之構造,尤其是一種可直接於混凝土表面切割出的四角柱試體進行混凝土扭力強度試驗,並於現地立即判斷結果之創新設計者。The invention relates to a structure for detecting the strength of the existing concrete by a torsion test, in particular to an innovative designer who can directly test the concrete torsion strength test of the square column specimen which is cut directly on the concrete surface and immediately judge the result.

按,混凝土為一種由水泥、砂、骨材、水、摻料及摻劑所組合而成之非均質複合材料,其工程性質與配比、拌和、澆置、搗實及養護等施工條件息息相關。而由於混凝土材料之價格低廉且對構造物之外觀具良好之可鑄性,向來在工程建設上均佔有極重要之地位,再加上其具耐久及耐火之特性,因此,現階段土木及建築工程大部份均採用鋼筋混凝土作為主結構體,所以對於混凝土材料之品質檢測,將是結構安全評估的首要重點。According to the concrete, the concrete is a kind of heterogeneous composite material composed of cement, sand, aggregate, water, admixture and admixture. The engineering properties are closely related to the construction conditions such as proportioning, mixing, pouring, compaction and curing. Because of the low price of concrete materials and the good castability of the structure, it has always played a very important role in engineering construction, coupled with its durable and fire-resistant properties, so the current stage of civil engineering and construction Most of the works use reinforced concrete as the main structure, so the quality inspection of concrete materials will be the primary focus of structural safety assessment.

截至目前為止,混凝土之抗壓強度仍為所有工程性質中最重要之品質管制指標,也是實務上驗收混凝土品質之依據,因此在混凝土相關之設計與施工規範,皆要求進行混凝土之抗壓強度試驗。目前應用於檢測現地混凝土強度之方法,是對現地之混凝土做鑽心取樣,再將取樣之圓柱試體帶回實驗室,以大型之材料試驗機進行抗壓試驗,以求得混凝土之強度。然而大型鑽心試驗,試體擷取過程太過麻煩,鑽心時有可能會切斷樑或柱內的箍筋,造成結構物損壞而有安全上的疑慮。且習知大型之材料試驗方法具有以下缺點:Up to now, the compressive strength of concrete is still the most important quality control index of all engineering properties, and it is also the basis for the acceptance of concrete quality in practice. Therefore, in concrete related design and construction specifications, the compressive strength test of concrete is required. . At present, the method for detecting the strength of the existing concrete is to sample the core of the existing concrete, and then take the sampled cylindrical test body back to the laboratory, and carry out a compression test with a large material testing machine to obtain the strength of the concrete. However, in the large core test, the sample drawing process is too cumbersome, and the core may break the stirrups in the beam or the column, causing structural damage and safety concerns. And the conventional large material test method has the following disadvantages:

1、需在實驗室量測混凝土強度,無法於現地立即判斷。1. The concrete strength should be measured in the laboratory and cannot be judged immediately on the spot.

2、受限於試驗機之尺寸與無法大量取樣(會對結構物造成過大之破壞),因此為了要有代表性,鑽心試體直徑至少要5~10 cm,深度至少要10~20 cm,而規範要求之保護層厚度最大也只有7.5 cm,所以很容易鑽到鋼筋,造成結構體嚴重之損傷。2, is limited by the size of the testing machine and can not be sampled a large amount (to cause excessive damage to the structure), so in order to be representative, the core sample should be at least 5~10 cm in diameter and at least 10~20 cm in depth. The thickness of the protective layer required by the specification is only 7.5 cm, so it is easy to drill the steel bar, causing serious damage to the structure.

3、鑽心取樣之圓柱試體需將兩面切割平整才能進行抗壓試驗,不僅增加操作之程序,也因為要維持規範要求之寬度:高度=1:2之比例,勢必要鑽掘更大之深度,使得切割後之試體高度能符合比例,此將更添取樣之難度。3. The cylindrical test piece for core sampling needs to be flattened on both sides to carry out the compression test, which not only increases the operation procedure, but also maintains the width of the specification: the ratio of height=1:2, it is necessary to drill a larger depth. Therefore, the height of the sample after cutting can be proportional, which will make the sampling more difficult.

是以,針對上述習知大型之材料試驗方法所存在之問題點,如何開發一種可直接於現地取樣後之試體進行試驗,並於現地立即判斷結果創新技術,實使用者所殷切企盼,亦係相關業者須努力研發突破之目標及方向。Therefore, in view of the problems existing in the above-mentioned large-scale material testing methods, how to develop a test piece that can be directly sampled on the spot, and immediately judge the result innovation technology on the spot, the user is eagerly awaiting, Relevant operators must work hard to develop breakthrough goals and directions.

檢視國內之混凝土技術,主要均是參考美國之混凝土規範而來,而自1983年之後的美國混凝土設計規範(ACI 318)已允許使用其他替代試驗方法,來代表現地混凝土之強度。因此另以-混凝土非破壞檢測技術規範(ACI 228.1R)來評估混凝土現場強度,使其與鑽心試驗之破壞性檢驗方法並行實施,以滿足工程上之實務需要。Inspection of domestic concrete technology is mainly based on the concrete specifications of the United States, and the American Concrete Design Code (ACI 318) since 1983 has allowed the use of alternative test methods to represent the strength of concrete. Therefore, the concrete non-destructive testing technical specification (ACI 228.1R) is used to evaluate the strength of the concrete field in parallel with the destructive testing method of the core test to meet the practical needs of the project.

而這些評估混凝土現場強度之非破壞檢測試驗法,通常所量測之物理量並非混凝土之真正抗壓強度,而是混凝土之其他物理性質。因此,是以先建立各方法所量測到之物理量與混凝土強度間之關係性,並決定其關係曲線,即能使該試驗方法可以在現場試驗時快速求得其對應之混凝土抗壓強度關係值。These non-destructive testing methods for assessing the strength of concrete on-site, usually measured physical quantities are not the true compressive strength of concrete, but other physical properties of concrete. Therefore, the relationship between the physical quantity measured by each method and the concrete strength is determined first, and the relationship curve is determined. That is, the test method can quickly obtain the corresponding concrete compressive strength relationship in the field test. value.

有鑑於此,發明人本於多年從事相關產品之製造開發與設計經驗,針對上述之目標,詳加設計與審慎評估後,終得一確具實用性之本發明。In view of this, the inventor has been engaged in the manufacturing development and design experience of related products for many years. After detailed design and careful evaluation, the inventor has finally obtained the practical invention.

即,本發明之主要目的,係在提供一種以扭力試驗檢測現地混凝土強度之構造;其所欲解決之問題點,係針對習知大型之材料試驗方法所存在之:1、需在實驗室量測混凝土強度,無法於現地立即判斷;2、受限於試驗機之尺寸與無法大量取樣(會對結構物造成過大之破壞),因此為了要有代表性,鑽心試體直徑至少要5~10 cm,深度至少要10~20 cm,而規範要求之保護層厚度最大也只有7.5 cm,所以很容易鑽到鋼筋,造成結構體嚴重之損傷;3、鑽心取樣之圓柱試體試體需將兩面切割平整才能進行扭力試驗,不僅增加操作之程序,也因為要維持規範要求之寬度:高度=1:2之比例,勢必要鑽掘更大之深度,使得切割後之試體高度能符合比例,此將更添取樣之難度等問題點加以改良突破;而其解決問題之技術特點,主要係藉由該所述試驗檢測現地混凝土之強度係直接於該混凝土表面切割出四邊形之切割區,而令切割區內部位置形成有一約略呈正方形(邊長小於4cm)之試體;繼而該所述現地試驗構造係包含:一支撐固定架,內部頂面貫穿有套接口,該套接口恰對位於該四角柱試體,而該套接口內部係設有可供環轉的襯套,其中該襯套包含有一形成於外緣的圓環接緣以及貫設於中央的四角穿孔,該支撐固定架之二側設有固定部,該固定部係對位於非四角柱試體之混凝土位置,該固定部內部設有長槽孔,且該長槽孔係設有一固定件,該固定件可供穿設固該長槽孔並鎖固於混凝土定位;一扭力連接件,其係概呈四角柱形態並穿設組裝於該襯套的四角穿孔內,其中該扭力連接件頂部係設有一扳動端,底端開設有一套接部,套接部係用以套接於四角柱試體之外緣壁面位置,該套接部二側分設有插套端,該二插套端係夾壓固定於該四角柱試體之二側壁面,其中該二插套端側端面並貫穿有一穿孔,該穿孔恰可供一螺鎖件及一螺接件穿螺鎖固,用以朝內夾縮該二插套端固定夾緊該四角柱試體以避免朝外擴張;一扭力扳手,包含有一扳手本體及把手,該扳手本體底端設有一四角形套口,該四角形套口係用以套接於該扭力連接件的扳動端以供扭力扳手施力扳動,而該扭力扳手頂端設有一扭力顯示計,用以輸出該混凝土的扭力值者。而由於混凝土的扭力值與抗壓強度有相當高之關聯性,因此可仿造前述之非破壞檢測技術規範(ACI 228.1R)的檢測觀念,建立本試驗方法所量測到之扭力值與抗壓強度之關係曲線,即能使本試驗方法量測到之扭力值,快速求得其對應之混凝土抗壓強度關係值。That is, the main object of the present invention is to provide a structure for detecting the strength of a local concrete by a torsion test; the problem to be solved is for a conventional large-scale material test method: 1. The concrete strength can not be judged immediately in the field; 2. It is limited by the size of the testing machine and cannot be sampled in large quantities (which will cause excessive damage to the structure). Therefore, in order to be representative, the diameter of the core sample should be at least 5~10. Cm, the depth should be at least 10~20 cm, and the thickness of the protective layer required by the specification is only 7.5 cm, so it is easy to drill the steel bar, causing serious damage to the structure; 3. The cylindrical test piece for the core sampling needs to be two sides. Cutting flatness can be used for torsion test, not only to increase the operation procedure, but also to maintain the width of the specification: the ratio of height = 1:2, it is necessary to drill a larger depth, so that the height of the specimen after cutting can be proportional. This will add to the difficulty of sampling and other problems to improve the breakthrough; and its technical characteristics of solving the problem is mainly to test the strength of the local concrete by the test. Cutting a quadrilateral cutting zone on the surface of the concrete, and forming a test piece having a substantially square shape (with a side length of less than 4 cm) in the inner portion of the cutting zone; and then the local experimental structure comprises: a supporting fixture, the inner top surface Through the socket, the sleeve is located directly on the square column test body, and the sleeve is internally provided with a bushing for looping, wherein the bushing includes a ring flange formed on the outer edge and a four-corner perforation provided at the center, the fixing side of the supporting fixture is provided with a fixing portion, the fixing portion is located at a concrete position of the non-four-corner column test body, the fixing portion is internally provided with a long slot hole, and the long slot hole system a fixing member is disposed for fixing the long slot and being fixed to the concrete; a torsion connecting member is formed in a quadrangular prism shape and is inserted into the four-corner perforation of the bushing, wherein The top of the torsion connecting member is provided with a pulling end, and the bottom end is provided with a connecting portion, wherein the sleeve portion is sleeved on the outer wall surface of the square prism test body, and the sleeve portion is provided with a socket End, the two insert end clamps are pressed The two side wall surfaces of the four-column column test body, wherein the end faces of the two insert sleeves are pierced with a through hole, and the through holes are screwed into a screw member and a screw member for clamping the inner side The socket end of the socket is fixedly clamped to avoid expansion outward; a torque wrench includes a wrench body and a handle, and the bottom end of the wrench body is provided with a quadrangular sleeve, and the square socket is used for socketing The pulling end of the torque connecting member is biased by a torque wrench, and the top end of the torque wrench is provided with a torque display meter for outputting the torque value of the concrete. Since the torsion value of concrete has a high correlation with the compressive strength, the test concept of the non-destructive testing technical specification (ACI 228.1R) can be copied to establish the torque value and compression resistance measured by the test method. The relationship between the strength and the torque value measured by the test method can quickly obtain the corresponding value of the concrete compressive strength.

藉此,本發明的優點如下:Thereby, the advantages of the present invention are as follows:

1. 現地切割後,直接進行扭力強度試驗,可於現地立即判斷結果。1. After the current cutting, the torque strength test is directly performed, and the result can be judged immediately on the spot.

2. 設計之四角柱試體邊長小於4cm,這樣的深度通常小於保護層厚度,因此不會切割到鋼筋,不會造成結構體在力學性質上之損傷。2. The square head of the designed specimen is less than 4cm in length. This depth is usually less than the thickness of the protective layer, so it will not be cut into the steel bar, and will not cause damage to the mechanical properties of the structure.

3. 無須將切割之四角柱試體自結構體上取下,表面也無需做切割平整之處理,節省操作之程序。3. It is not necessary to remove the cut square column specimen from the structure body, and the surface does not need to be cut and leveled to save the operation procedure.

4. 因試體小,不傷及結構之力學性能,事後之修補也容易,因此可進行大量之試驗,增加檢測成果之可靠度。4. Because the test piece is small, it does not hurt the mechanical properties of the structure, and it is easy to repair afterwards. Therefore, a large number of tests can be carried out to increase the reliability of the test results.

請參閱第1~3圖所示,係本發明以扭力試驗檢測現地混凝土強度之構造之較佳實施例,惟此等實施例僅供說明之用;該所述試驗檢測現地混凝土(50)之強度係直接於該混凝土(50)切割出一四角形的切割區(51),而令切割區(51)內部位置形成有一約略呈正方形(邊長小於4cm)之四角柱試體(52);繼而該所述現地試驗構造係包含:一支撐固定架(10),內部頂面貫穿有套接口(11),該套接口(11)恰對位於該四角柱試體(52),而該套接口(11)內部係軸設有可供環轉的襯套(20),其中該襯套(20)包含有一形成於外緣的圓環接緣(22)以及貫設於中央的四角穿孔(21),該支撐固定架(10)之二側設有固定部(12),該固定部(12)係對位於非四角柱試體(52)之混凝土(50)位置,該固定部(12)內部設有長槽孔(13),且該長槽孔(13)係設有一固定件(14),該固定件(14)可供穿設固該長槽孔(13)並鎖固於混凝土(50)定位;一扭力連接件(30),其係概呈四角柱形態並穿設組裝於該襯套(20)的四角穿孔(21)內,其中該扭力連接件(30)頂部係設有一扳動端(31),底端開設有一套接部(32),套接部(32)係用以套接於四角柱試體(52)之外緣壁面位置,該套接部(32)二側分設有插套端(33),該二插套端(33)係夾壓固定於該四角柱試體(52)之二側壁面,其中該二插套端(33)側端面並貫穿有一穿孔(35),該穿孔(35)恰可供一螺鎖件(36)及一螺接件(37)穿螺鎖固,用以朝內夾縮該二插套端(33)固定夾緊該四角柱試體(52)以避免朝外擴張,另該扭力連接件(30)之二插套端(33)內壁面設有粗糙面(34),用以夾壓固定於該四角柱試體(52)之二側壁面時可增進彼此的摩擦力而不易鬆脫;一扭力扳手(40),包含有一扳手本體(41)及把手(44),該扳手本體(41)底端設有一四角形套口(42),該四角形套口(42)係用以套接於該扭力連接件(30)的扳動端(31)以供扭力扳手(40)施力扳動,而該扭力扳手(40)頂端設有一扭力顯示計(43),用以輸出該混凝土(50)的扭力值者;俾當使用欲作扭力測試時,需先扳動該扭力扳手(40),令該扭力扳手(40)的套口(42)扭動該扭力連接件(30)的扳動端(31),藉由扭力連接件(30)的插套端(33)與四角柱試體(52)之連結,而使四角柱試體(52)的扭力值顯示於該扭力扳手(40)的扭力顯示計(43)。Please refer to Figures 1 to 3, which are preferred embodiments of the present invention for detecting the strength of the existing concrete by a torque test, but the embodiments are for illustrative purposes only; the test detects the existing concrete (50) The strength is directly cut into the quadrangular cutting area (51) of the concrete (50), and the inner position of the cutting area (51) is formed with a square (a length of less than 4 cm) quadrangular column test body (52); The ground test structure comprises: a support fixing frame (10), the inner top surface penetrates through the socket (11), and the socket interface (11) is located directly opposite to the square prism sample body (52), and the socket interface (11) The inner bobbin is provided with a bushing (20) for looping, wherein the bushing (20) comprises a ring-shaped flange (22) formed on the outer edge and a four-corner perforation (21) disposed at the center. The two sides of the support fixture (10) are provided with a fixing portion (12) which is located at a position of the concrete (50) of the non-four-corner column test body (52), and the fixing portion (12) The inner slot is provided with a long slot (13), and the long slot (13) is provided with a fixing member (14), and the fixing member (14) can be used to fix the long slot (13) and lock to the concrete. (50) set A torque connecting member (30) is generally in the form of a quadrangular prism and is inserted into the four-corner perforation (21) of the bushing (20), wherein the top of the torsion connecting member (30) is provided with a pulling end (31), the bottom end is provided with a set of joints (32), and the sleeve portion (32) is sleeved on the outer wall surface of the square prism test body (52), and the sleeve portion (32) is divided into two sides. a sleeve end (33) is provided, and the two sleeve ends (33) are crimped and fixed on the side wall surfaces of the four-corner column test body (52), wherein the two end portions (33) have a side end surface and a through hole (35), the through hole (35) is adapted to be screwed by a screw member (36) and a screw member (37) for clamping and clamping the two socket end portions (33) inwardly. The quadrangular column test body (52) is configured to avoid outward expansion, and the inner wall surface of the second socket end portion (33) of the torsion force connecting member (30) is provided with a rough surface (34) for clamping and fixing to the square prism sample body. (52) The two side walls can improve the friction of each other and are not easy to loose; a torque wrench (40) includes a wrench body (41) and a handle (44), and the bottom end of the wrench body (41) is provided with a square shape a socket (42) for socketing the torsion connector (30) The trigger end (31) is biased by the torque wrench (40), and the top end of the torque wrench (40) is provided with a torque display meter (43) for outputting the torque value of the concrete (50); When using the torque test, the torque wrench (40) needs to be firstly rotated, so that the sleeve (42) of the torque wrench (40) twists the trigger end (31) of the torque connector (30). The torque value of the square column test body (52) is displayed on the torque display of the torque wrench (40) by the connection of the socket end (33) of the torque connecting member (30) and the square column test body (52). (43).

藉此,本發明的優點如下:Thereby, the advantages of the present invention are as follows:

1. 現地切割後,直接進行扭力強度試驗,可於現地立即判斷結果。1. After the current cutting, the torque strength test is directly performed, and the result can be judged immediately on the spot.

2. 設計之四角柱試體(52)邊長小於4cm,這樣的深度通常小於保護層厚度,因此不會切割到鋼筋,不會造成結構體在力學性質上之損傷。2. The design of the square column specimen (52) has a side length of less than 4 cm. This depth is usually less than the thickness of the protective layer, so it will not be cut into the steel bar and will not cause damage to the mechanical properties of the structure.

3. 無須將切割之四角柱試體(52)自結構體上取下,表面也無需做切割平整之處理,節省操作之程序。3. It is not necessary to remove the cut square column specimen (52) from the structure, and the surface does not need to be cut and leveled to save the operation procedure.

4. 因試體小,不傷及結構之力學性能,事後之修補也容易,因此可進行大量之試驗,增加檢測成果之可靠度。4. Because the test piece is small, it does not hurt the mechanical properties of the structure, and it is easy to repair afterwards. Therefore, a large number of tests can be carried out to increase the reliability of the test results.

歸納上述的說明,藉由本發明上述結構的設計,可有效克服習式發明所面臨的缺失,進一步具有上述眾多的優點及實用價值,因此本發明為一創意極佳之發明創作,且在相同的技術領域中未見相同或近似的產品創作或公開使用,故本發明已符合發明專利有關『新穎性』與『進步性』的要件,乃依法提出申請。By summarizing the above description, the design of the above structure of the present invention can effectively overcome the shortcomings faced by the conventional invention, and further has the above-mentioned numerous advantages and practical values. Therefore, the present invention is an innovative invention and is identical in the same No identical or similar product creation or public use has been found in the technical field. Therefore, the present invention has met the requirements for "novelty" and "progressiveness" of the invention patent, and is applied according to law.

(10)...支撐固定架(10). . . Support bracket

(11)...套接口(11). . . Socket

(12)...固定部(12). . . Fixed part

(13)...長槽孔(13). . . Long slot

(14)...固定件(14). . . Fastener

(20)...襯套(20). . . bushing

(21)...四角穿孔(twenty one). . . Square piercing

(22)...圓環接緣(twenty two). . . Ring rim

(30)...扭力連接件(30). . . Torque connection

(31)...扳動端(31). . . Trigger end

(32)...套接部(32). . . Socket

(33)...插套端(33). . . Plug end

(34)...粗糙面(34). . . Rough surface

(35)...穿孔(35). . . perforation

(36)...螺鎖件(36). . . Screw lock

(37)...螺接件(37). . . Screw connector

(40)...扭力扳手(40). . . Torque wrench

(41)...扳手本體(41). . . Wrench body

(42)...四角形套口(42). . . Square socket

(43)...扭力顯示計(43). . . Torque display

(44)...把手(44). . . handle

(50)...混凝土(50). . . Concrete

(51)...切割區(51). . . Cutting area

(52)...四角柱試體(52). . . Quadrangular column test

第1圖:係本發明以扭力試驗檢測現地混凝土強度之構造之分解立體圖。Fig. 1 is an exploded perspective view showing the structure of the present concrete strength measured by a torsion test.

第2圖:係本發明以扭力試驗檢測現地混凝土強度之構造之分解剖視圖。Fig. 2 is an exploded cross-sectional view showing the construction of the local concrete strength by a torsion test.

第3圖:係本發明以扭力試驗檢測現地混凝土強度之構造之組合剖視圖。Fig. 3 is a cross-sectional view showing the structure of the present invention for detecting the strength of the existing concrete by a torsion test.

(10)...支撐固定架(10). . . Support bracket

(11)...套接口(11). . . Socket

(12)...固定部(12). . . Fixed part

(13)...長槽孔(13). . . Long slot

(14)...固定件(14). . . Fastener

(20)...襯套(20). . . bushing

(21)...四角穿孔(twenty one). . . Square piercing

(22)...圓環接緣(twenty two). . . Ring rim

(30)...扭力連接件(30). . . Torque connection

(31)...扳動端(31). . . Trigger end

(32)...套接部(32). . . Socket

(33)...插套端(33). . . Plug end

(34)...粗糙面(34). . . Rough surface

(35)...穿孔(35). . . perforation

(36)...螺鎖件(36). . . Screw lock

(37)...螺接件(37). . . Screw connector

(40)...扭力扳手(40). . . Torque wrench

(41)...扳手本體(41). . . Wrench body

(42)...套口(42). . . Sleeve

(43)...扭力顯示計(43). . . Torque display

(44)...把手(44). . . handle

(50)...混凝土(50). . . Concrete

(51)...切割區(51). . . Cutting area

(52)...四角柱試體(52). . . Quadrangular column test

Claims (2)

一種以扭力試驗檢測現地混凝土強度之構造,該所述試驗檢測現地混凝土之強度係直接於混凝土表面切割出四邊形之切割區,而令切割區內部位置形成有一約略呈正方形(邊長小於4cm)之四角柱試體;繼而該所述現地試驗構造係包含:一支撐固定架,內部頂面貫穿有一套接口,該套接口恰對位於該四角柱試體,而該套接口內部係設有一可供環轉的襯套,其中該襯套包含有一形成於外緣的圓環接緣以及一貫設於中央的四角穿孔,該支撐固定架之二側設有一固定部,該固定部係對位於非四角柱試體之該混凝土位置,該固定部內部設有一長槽孔,且該長槽孔係設有一固定件,該固定件可供穿設固該長槽孔並鎖固於該混凝土定位;一扭力連接件,其係概呈四角柱形態並穿設組裝於該襯套的該四角穿孔內,其中該扭力連接件頂部係設有一扳動端,底端開設有一套接部,該套接部係用以套接於該四角柱試體之外緣壁面位置,該套接部二側分設有一插套端,該二插套端係夾壓固定於該四角柱試體之二側壁面,其中該二插套端側端面並貫穿有一穿孔,該穿孔恰可供一螺鎖件及一螺接件穿螺鎖固,用以朝內夾縮該二插套端固定夾緊該四角柱試體以避免朝外擴張;一扭力扳手,包含有一扳手本體及一把手,該扳手本體底端設有一四角形套口,該四角形套口係用以套接於該扭力連接件的該扳動端以供該扭力扳手施力扳動,而該扭力扳手頂端設有一扭力顯示計,用以輸出該混凝土的扭力值者;藉此,令現地切割後,可直接於該切割後的四角柱試體進行扭力強度試驗,並於現地立即判斷結果者。A structure for detecting the strength of a local concrete by a torsion test for detecting the strength of the existing concrete by cutting a quadrangular cutting zone directly on the surface of the concrete, and forming an inner square of the cutting zone to have an approximately square shape (side length less than 4 cm) a four-column test piece; the ground test structure further comprises: a support fixture, the inner top surface has a set of interfaces, the set of interfaces is located directly on the four-corner test body, and the inner part of the set is provided a ring-shaped bushing, wherein the bushing comprises a ring-shaped rim formed on the outer edge and a four-corner perforation formed at the center. The two sides of the supporting frame are provided with a fixing portion, and the fixing portion is located at a non-four The fixed position of the corner column is provided with a long slot, and the long slot is provided with a fixing member, and the fixing member can be used to fix and fix the long slot and fix the concrete positioning; The torque connecting member is generally in the shape of a quadrangular prism and is inserted into the four-corner perforation of the bushing. The top of the torsion connecting member is provided with a pulling end, and the bottom end is provided with a bottom end. The socket portion is configured to be sleeved on the outer wall surface of the four-corner column test body, and the sleeve portion is provided with a socket end on two sides thereof, and the two socket end portions are clamped and fixed to the square pole column a side wall surface of the test body, wherein the end surface of the end face of the two insert sleeves penetrates through a through hole, and the through hole is adapted to be screwed by a screw lock member and a screw member for clamping the two socket end portions inwardly The four-column test piece is fixedly clamped to avoid outward expansion; a torque wrench includes a wrench body and a handle, and the bottom end of the wrench body is provided with a quadrangular sleeve for socketing the torque connection member The trigger end is configured to be biased by the torque wrench, and the top end of the torque wrench is provided with a torque display meter for outputting the torque value of the concrete; thereby, after cutting the ground, directly after the cutting The quarter-column test piece is subjected to a torsion strength test, and the result is immediately judged on the spot. 依據申請專利範圍第1項所述之以扭力試驗檢測現地混凝土強度之構造,其中該扭力連接件之該二插套端內壁面設有粗糙面者。A structure for detecting the strength of a local concrete by a torsion test according to the first aspect of the patent application, wherein the inner wall surface of the two end portions of the torsion joint member is provided with a rough surface.
TW101104649A 2012-02-14 2012-02-14 Tectonic testing of ground strength by torsion test TWI445959B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW101104649A TWI445959B (en) 2012-02-14 2012-02-14 Tectonic testing of ground strength by torsion test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW101104649A TWI445959B (en) 2012-02-14 2012-02-14 Tectonic testing of ground strength by torsion test

Publications (2)

Publication Number Publication Date
TW201333465A true TW201333465A (en) 2013-08-16
TWI445959B TWI445959B (en) 2014-07-21

Family

ID=49479483

Family Applications (1)

Application Number Title Priority Date Filing Date
TW101104649A TWI445959B (en) 2012-02-14 2012-02-14 Tectonic testing of ground strength by torsion test

Country Status (1)

Country Link
TW (1) TWI445959B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106053257A (en) * 2016-06-03 2016-10-26 河海大学 Torsion test device and method for measuring bending torque of concrete column
TWI715274B (en) * 2019-10-31 2021-01-01 建國科技大學 Method and structure of in-situ concrete strength testing by expansion pressure test

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106053257A (en) * 2016-06-03 2016-10-26 河海大学 Torsion test device and method for measuring bending torque of concrete column
TWI715274B (en) * 2019-10-31 2021-01-01 建國科技大學 Method and structure of in-situ concrete strength testing by expansion pressure test

Also Published As

Publication number Publication date
TWI445959B (en) 2014-07-21

Similar Documents

Publication Publication Date Title
CN103808654B (en) A kind of proving installation of pave-load layer interlayer linking intensity and method of testing
CN204269483U (en) A kind of concrete block pressure test device
CN202614600U (en) Tensile test clamp for high-performance concrete
Ahmad Asphalt mixture moisture sensitivity evaluation using surface energy parameters
CN105181527B (en) A kind of slump cone and Test Method For Workability of Self-compacting Concrete
TWI445959B (en) Tectonic testing of ground strength by torsion test
CN204903289U (en) Tubular product sample axial tension capability test anchor clamps
Van der Schrier Le «block punch index test»
CN204228525U (en) A kind of concrete anti-folding and anti-pressing integration test machine
CN104390844A (en) Method for testing tensile strength of rock at random schistosity angle through single rock sample
JP6033978B1 (en) Reinforcing bar gas pressure gauge
CN204701146U (en) The checkout gear of polyethylene pipe hot melt butt welding joint weld intensity
TWI452294B (en) Can directly measure the current concrete compressive strength test method of the structure
Liu et al. Effectiveness of crack-arrest holes under distortion-induced fatigue loading
Han et al. Experimental study on the tensile performance of steel fiber reinforced concrete.
CN205374158U (en) Tensile sample assistant measuring instrument
CN207488065U (en) A kind of quick modulus of elasticity of concrete analyzer of installation
Lopes et al. Concrete compressive strength estimation by means of nondestructive testing: a case study
CN105067517A (en) In-situ presumption method for shearing strength of masonry mortar
Gu et al. Numerical analysis of fatigue behavior of welded CFCHS T-joints
Lombillo et al. Minor destructive techniques applied to the mechanical characterization of historical rubble stone masonry structures
CN209247513U (en) For measuring the mechanism of curtain wall anti-pull-out property
TWI721630B (en) Test the structure of on-site concrete strength by shear test
KR101300589B1 (en) Manual testing apparatus for testing strength of concrete
CN103454159B (en) The calibrated wrench method detector of concrete crushing strength and detection method thereof

Legal Events

Date Code Title Description
MM4A Annulment or lapse of patent due to non-payment of fees